WQ0029169_More Information Received_20230316

Initial Review
Reviewer
Nathaniel.Thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00029169
Applicant/Permittee Town of Mount Olive
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Clark Maness
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
919-535-5213
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0029169
Has Current Existing permit number
Applicant/Permittee Address*
114 East James Street Mount Olive, NC 28365
Facility Name*
Town of Mount Olive WWTP
Please provide comments/notes on your current submittal below.
Erick,
Please see the attached formal response to your request for additional information with attachments and an updated executed copy of application
form RWNC 06-16.
We have not heard back from the Non -Discharge Branch regarding the final decision on whether or not a hydrogeologic analysis and report is
required yet. So, our responses assume that a hydrogeologic analysis and report would be required for an increase of the currently permitted
flowrate.
Regards,
Clark Maness
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
2023-03-16 - WQ0029169 - Response to Comments -
3.01 MB
FINAL.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch

1617 Mail Service Center
Raleigh, INC 27699-1617
Signature
��lrtt.� �%1jaH�J✓
Submission Date 3/16/2023

10 WithersRavenel
Our People. Your Success.
To: NCDEQ - Division of Water Resources - Water Quality Permitting - Non -Discharge
Permitting Unit
Attn: Erick Saunders, Engineer
CC: Town of Mount Olive, NC and Washington Regional Office - Water Quality Regional
Operations Section
From: J. Clark Maness, PE, WithersRavenel
Date: 3/16/2023
Project: Mount Olive WWTP Improvements - Contracts I & II
Subject: Response to Non -Discharge Major Modification Application Comments/Additional
Information Request Received 2/14/2023
Erick,
Please see our response to your comments/request for additional information for the project titled "Mount
Olive WWTP Improvements - Contract I" and "Mount Olive WWTP Improvements - Contract II" Your
original comments/requests are in black and our responses are in blue.
1. Comment/Request: "In Item V1.6. of the Reclaimed Water Non -Conjunctive System Application
form (FORM: RWNC 06-16), it asks for the equipment information for the spray utilization design
element. Please provide this tabulated information for each different spray nozzle that is provided
in this application."
a. Response: Please see the separately attached updated RWNC 06-16 with requested
equipment information. There are three types of spray guns that were installed. Spray gun
type 1 (SG Type 1) is a Nelson Big Gun F75, 0.4" Taper Ring Nozzle and would be used in
the proposed reduced spray application rate fields (3R, 4R, 7R, and 9R). Spray gun type 2
(SG Type 2) is a Nelson Big Gun F100, 0.55" Taper Bore Nozzle and is used for the half
circle spray guns in the non -reduced application rate fields. Spray gun type 3 (SG Type 3)
is a Nelson Big Gun F100, 0.89" Ring Nozzle and is used for the full circle spray guns in the
non -reduced application rate fields.
2. Comment/Request: "The information in Item VI.B. of the RWNC form was not filled out to describe
the new field configuration as described in this application's plans. This information shall be provided
for each field in this section."
a. Response: Please see the separately attached updated RWNC 06-16 with requested
information.
3. Comment/Request: "Item VIIIA. and 2. of the RWNC form states that the system will be used to
irrigate food chain crops for human consumption and meet Type 2 reclaimed water standards for
indirect contact irrigation. There are additional considerations for Type 2 reclaimed water facilities
listed in 15A NCAC 02U .1400 that do not appear to be included in this application, and the cover
crop listed in Item V1.9. of the RWNC form is Coastal Bermuda, indicating that this section may have
been included by mistake. Please clarify whether this system will irrigate food chain crops as covered
under 02U .1400."
a. Response: Please see the separately attached updated and corrected RWNC 06-16. The
system will not be used to irrigate food chain crops for human consumption.
4. Comment/Request: "In accordance with 15A NCAC 02U .0202(c), any new and expanding
dedicated reclaimed water facilities with a design flow over 25,000 gallons per day (GPD) shall have
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

%0 WithersRavenel
NoOur People. Your Success.
a hydrogeologic description of the surface prepared by a Licensed Geologist, Licensed Soil Scientist,
or Professional Engineer which includes a mounding analysis to predict the level of the seasonal
high-water table after reclaimed water application. As this application proposes a permitted flow
rate increase from 560,893 GPD to 623,216 GPD, it would be considered an expanding dedicated
reclaimed water facility. This proposed increase rate is based on the updated field areas and
increasing the designed application rates to match the maximum soil scientist's recommendation.
This proposal assumes that the hydraulic conductivity of the soil is the limiting factor for the disposal
capacity of the facility. However, there is no analysis for how this flow increase would impact the
groundwater flow regime at the site to verify that the groundwater mounding attributed to the
operation of the facility does not violate the one -foot vertical separation between the season high
water table and the ground surface as required by 15A NCAC 02U .0302(k). A hydrogeologic
evaluation meeting the requirements of 15A NCAC 02U .0202(c) shall be submitted to verify that
groundwater flow regime and mounding will not be a limiting factor if the permitted flow rate is
increased from 560,893 GPD."
a. Response: At this time, we are requesting additional time to complete the requested
hydrogeological analysis and report for the irrigation fields. It was previously stated to the
Town of Mount Olive on 1/20/2022 that this analysis would not be required for adding the
reduced application rate areas to the irrigation fields (see attached meeting summary that
was released to all parties on 1/20/2022 in Attachment A). A hydrogeological analysis and
report will take at least three months for a hired subconsultant to complete. We are also
requesting that the State Non -Discharge Branch allow the Town to irrigate at their current
permitted flow rate of 560,893 GPD in the interim and to keep this major modification
application open until a hydrogeological analysis and report can be completed. The Town
needs to be able to irrigate in the immediate future to ensure the success of their planted
coastal Bermuda hay crop and to stay in compliance with their current Non -Discharge
Permit. The Town must do this to comply with the Special Order by Consent (SOC)
agreement that the Town has entered into with the State Environmental Management
Commission (EMC SOC WQ 520-0021). This SOC Agreement states the Town must be in
compliance with Permit No. NC0020575 and Permit No. WQ0029169 by 5/31/2023.
5. Comment/Request: "See Items I.I. and 1.2. The water balance shall be performed using the acreages
that only include the wetted areas of the specified sprayheads that are shown in the plans."
a. Response: The water balance will be re -done and a new report will be re -issued following
completion of the requested hydrogeological report. A new water balance report is not
required to keep the same permitted flow rate of 560,893 gpd. Please see the updated
Table 18 from the Water Balance report in Attachment B.
6. Comment/Request: "It is unclear how the "Total: Influent + Lagoon Gains & Losses" values were
calculated in "Table 18. Water Balance for All Zones". It does not correspond to the monthly lagoon
gains and losses added to the monthly design influent volume. Please clarify how these values were
obtained."
a. Response: The originally submitted report's Table 18 had a typographical error. Please see
the updated Table 18 in Attachment B.
7. Comment/Request: "The modification seeks to increase the permitted flow of this permit to
623,216 GPD. However, Table 18 of the Water Balance indicates that the design daily influent flow
is 600,435 GPD, with the remaining flow coming from inputs and outputs from the storage lagoon.
Please note based on this, a permitted rate would only be increased to 600,435 GPD. A response
to this item is not required."
a. Response: No response required per the comment/request.
8. Comment/Request: "The Washington Regional Office noted in their site visit that the wetted areas
of the installed spray heads did not overlap as they were indicated on the plan sheet for these fields.
Currently configured, the sprayheads do not utilize the full extent of the field as depicted on the
Page 2 of 4

%0 WithersRavenel
lopOur People. Your Success.
plans, and the reduced wetted area from these installed facilities reduces the disposal capacity of
the system. The irrigation facilities shall be reevaluated to match the wetted area of the fields in the
plans with their actual observed wetted area. This evaluation shall include a calibration of the system
that tries to configure the actual observed wetted area with wetted areas in the current plans in
order to maximize the disposal capacity. If what is observed does not match what is in the plans
after this calibration, the plans shall be updated to depict the correct wetted acreage for each field,
and the areas of each field shall be recalculated based on this change."
a. Response: Since the Washington Regional Office visited the project site in late 2022, it has
been found that there are multiple leaks in the irrigation system in every field due to errors
made by the Contractor during installation. Additionally, the correct ring nozzles were not
installed by the Contractor prior to their site visit. The leaks in the fields and the incorrect
ring nozzles resulted in a loss of pressure throughout the fields and reduction in spray
diffusion and spray diameter. Since this discovery, the Contractor has installed the correct
ring nozzles on all the spray guns and is in the process of repairing all of the leaks within the
fields. Since some of the leaks have been repaired and the correct ring nozzles have been
installed, an improvement in spray diffusion and spray diameter has been observed and
there is overlap between the wetted diameters of the spray guns. At this time, we are
requesting that the Contractor be allowed complete all the needed repairs and for the
Washington Regional Office to complete another site visit upon completion of all repairs.
It is estimated that the Contractor will need 2 months from the date of this memorandum
to complete the needed repairs. During the interim we are requesting that the Town of
Mount Olive be allowed to spray at their current permitted flow rate on just the fields that
are suitable for 61 inches/year (all fields except 3R, 4R, 7R, and 9R). Please see the updated
Tables 4, 7, and 8 in Attachment B showing the anticipated flow rates and irrigation times
for each field.
9. Comment/Request: "The acreages of the fields for the new subzones don't appear to correspond to
the actual disposal areas irrigated by the new reduced sprayheads. For instance, on Sheet 2 of the
plans, Field 3R is shown to only be dosed by a single SG Type 3 spray gun (a Nelson Big Gun 100
Series Ring Nozzle 0.89") while the listed/reported spray field area is 169,651 square feet (-3.9
acres). The Wetted Diameter of a full circle 0.89" 100 Ring Nozzle given in Table 2 of the Sprayfield
Water Model Analysis provided in the application is around 270-290 feet when operated between
60 and 70 psi (65 psi is the calculated maximum pressure at this nozzle in Table 5). The wetted area
of a 290 foot diameter circle is approximately 1.52 acres, which is a little more than half what is
listed here. The 169,651 square foot area of Field 3R appears to come from to the Usable Area
Calculation box shown on Attachment 2 of the November 15, 2022 "Land Application of Reclaimed
Water - Soil Scientist Evaluation Report" performed by AWT. The Reduced Application Areas
polygon shown on Sheet 2 of the plans seems to come from the field delineation on this Attachment
2, but not all the specified usable area is utilized and includes a sizable extent that would not receive
any irrigation. This appears to also be the case of Field 4R, and to a lesser extent for Fields 7R and
9R. For the purposes of field delineations, water balance calculations, and design calculations, only
the wetted area shall be included in this field sizing. The areas of each field shall be recalculated to
correspond to the wetted acreage of the sprayheads, and the extent of each field shall be shown on
an updated plan package."
a. Response: Please reference the response to the previous comment/request above. Actual
wetted areas for Fields 3R, 4R, 7R, and 9R will be measured in the field following completion
of repairs by the Contractor in the fields and the completion of the requested hydrogeologic
report. During the interim we are requesting that the Town of Mount Olive be allowed to
spray at their current permitted flow rate on just the fields that are suitable for 61
inches/year (all fields except 3R, 4R, 7R, and 9R). Please see the updated Tables 4, 7, and 8
in Attachment B showing the anticipated flow rates and irrigation times for each field.
10. Comment/Request: "See Comments 1.1 and 1.2. The area of Field 3R on Table 3 of the Water Balance
Calculation is 3.89 acres and the area on Table 4 of the Sprayfield Water Model Analysis is 172,788
Page 3 of 4

%0 WithersRavenel
lopOur People. Your Success.
square feet (3.97 acres). However, the wetted acreage is closer to 1.52 acres based on the spray
diameters at the specified pressure. The application rates for all field shall be recalculated utilizing
the wetted acreage of each fields to verify that there are not any violations of the instantaneous or
annual hydraulic loading rates at the designed field run times."
a. Response: Actual wetted areas for Fields 3R, 4R, 7R, and 9R will be calculated following
completion of repairs by the Contractor in the fields and the completion of the requested
hydrogeologic report. During the interim we are requesting that the Town of Mount Olive
be allowed to spray at their current permitted flow rate on just the fields that are suitable
for 61 inches/year (all fields except 3R, 4R, 7R, and 9R). Please see the updated Tables 4, 7,
and 8 in Attachment B showing the anticipated flow rates, pressure ranges, and irrigation
times for each field.
11. Comment/Request: "Condition 1.3. of the previous permit issued October 12, 2020 required that a
Final Operation and Maintenance Plan be submitted for review. Condition 1.6. of this permit stated
operation of these facilities were contingent on the completion of the required documentation listed
in Conditions 1.3., 1.4., and 1.5. Conditions 1.4. and 1.5. have been received, but operation of this
facility cannot be issued until documentation fulfilling Condition 1.3. has been received."
a. Response: The automatic control system for the irrigation fields has not been delivered and
installed at the project site yet due to supply chain shortages and delays for the required
Allen-Bradley Programmable Logic Controller (PLC). The automatic control system is
expected to be delivered by 3/31/2023 and installed by the first week of April 2023
(currently the irrigation system has been operated manually thus far with an operator
observing operation at the station and in the fields at all times). Due to the delay in the
delivery of the automatic control system and the delivery of the final operation and
maintenance manual from the supplier a Final Operation and Maintenance Plan cannot be
completed. The Final Operation and Maintenance Plan will need to include the final written
control narrative from the PLC programmer describing how the system will be run
automatically and when in manual operation by WWTP staff. As such, we are requesting
that the Town of Mount Olive be allowed to submit the Final Operation and Maintenance
Plan to the Non -Discharge Branch following the delivery of the automatic control system
operation and maintenance manual.
Sincerely,
J. Clark Maness, PE
Project Manager, WithersRavenel
DocuSigned by:
j a�p o 0 0"000' EcO69oF° AF. p0000
` °DDO o
o ° °FESS/p o/
�Q a QQ� 'Ly %
SEAL
o
o 047235
o
°�NC�NE�c``o°goo
o°OO"°"q R K M
00000000000p°°
3/16/2023
Page 4 of 4

Attachment A
Meeting Summary from 1/20/2022

Maness, Clark
From: Maness, Clark
Sent: Thursday, January 20, 2022 2:55 PM
To: Glenn Holland - Town of Mount Olive, NC ([e-mail]);
Jammie Royall; Thornburg, Nathaniel; Plummer,Lauren; Tankard, Robert
Cc: Colbath, Parker; Cowan, Bill
Subject: TOMO - WWTP Contract I - Irrigation Sprayfield/Non-Discharge Permit Questions
Meeting Summary
Attachments: 2022-01-20 TOMO-NCDEQ Meeting Summary.pdf
M1
Thank you again for your time on the phone this afternoon at 2:00 PM. Please see the attached meeting summary
detailing our discussion along with the original non -discharge permit questions attached to it.
Please let me know if you have any questions about the meeting summary.
Regards,
Clark Maness, PE
WithersRavenel
OU r People. Y#ur Success•
115 MacKenan Drive I Cary, NC 27511
Office:919.469.3340 1 Direct:919.535.5213
cmanessPwithersravenel.com
CONFIDENTIALITY AND NONDISCLOSURE

::WithersRavenel
Cur Pcoplc. You, Succoss.
WWTP Non -Discharge Permit Questions Review Meeting Summary
Date:
Project:
Project #:
1/20/2022; 2:00 PM - 2:20 PM
Mount Olive WWTP Improvements
02181005.02
Attendees: Nathaniel Thornburg (NCDEQ), Lauren Plummer (NCDEQ), Robert Tankard
(NCDEQ), Glenn Holland (Town), Jammie Royall (Town), and Clark Maness (WR)
Town: Town of Mount Olive (Owner)
WR: WithersRavenel (Engineer)
North Carolina Department of Environmental Quality (NCDEQ)
DISCUSSION ITEMS
Introduction of Attendees
➢ Introductions were made by all parties.
Discussion of WWTP Non -Discharge Permit Questions from Town
➢ Clark Maness (WR) summarized questions sent by WR via email to NCDEQ on behalf of the
Town concerning the Town's Non -Discharge permit for the Town of Mount Olive
Wastewater Treatment Plant (WWTP). See attached email detailing questions and
associated email attachments. Clark Maness asked if the NCDEQ had formulated a
response to these questions?
➢ Nathaniel Thornburg (NCDEQ) responded that the areas that are not suitable for the Town's
existing 61 inches/year application rate could be irrigated at a lesser annual application rate
if a lesser application rate is supported by findings from the North Carolina Licensed Soils
Scientist evaluating the irrigation fields. However, this change will require a minor
modification to the Town's Non -Discharge permit. The minor modification application
would need to include:
1. A cover letter detailing the reasons for the request for the minor modification.
2. All required standard Non -Discharge Branch Permitting Unit minor modification
application forms (accurately filled out and executed).
3. A full soils evaluation report detailing what annual application rates are acceptable for
the irrigation areas in question. The soils evaluation report must be sealed by a North
Carolina Licensed Soils Scientist.
4. Revised construction plans detailing how the irrigation areas in question will be revised
or operated to meet irrigation application rate limits. Plans must be sealed by a
registered North Carolina Professional Engineer.
5. Revised engineering specifications as required detailing how the irrigation areas in
question will be revised or operated to meet irrigation application rate limits.
Specifications must be sealed by a registered North Carolina Professional Engineer.
6. Engineering calculations as required detailing how the irrigation areas in question will
be revised or operated to meet irrigation application rate limits. Calculations must be
sealed by a registered North Carolina Professional Engineer.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

::WithersRavenel
Cur Pcoplc. You, Succoss.
➢ Clark Maness (WR) asked the NCDEQ if any type of modeling would be required for the
minor modification application? Nathaniel Thornburg (NCDEQ) responded that additional
modeling or a hydrogeologic report would not be required for the minor modification
application.
➢ Clark Maness MR) asked the Town if and when they planned to discuss whether or not the
Town would move forward with the Non -Discharge minor modification application? Glenn
Holland (Town) responded that they would reach out to WR when they were prepared to
meet and discuss the minor modification application. All parties agreed this was acceptable.
Action Items
➢ The Town will determine whether or not to proceed with a minor modification application
and let Contractor know how to proceed in irrigation areas in question as soon as possible.
Town of Mount Olive - Mount Olive WWTP Improvements 1/20/2022

Maness, Clark
From: Maness, Clark
Sent: Sunday, January 9, 2022 2:29 PM
To: Thornburg, Nathaniel
Cc: Glenn Holland - Town of Mount Olive, NC (gholland @townofmountolivenc.com); Jammie Royall;
Tankard, Robert
Subject: Mount Olive - Non -Discharge Permit Questions
Attachments: WQ0029169p201012.pdf, 2021-12-13 - Sprayfields Updated Areas.pdf
Importance: High
Good afternoon Nathaniel,
I hope you and your staff have had a good, productive first week of this new year.
As you know, we are the engineer for the Town of Mount Olive for their on -going WWTP Improvements
project. Contract I of II consists of converting their existing drip irrigation/tree crop reclaim water application fields to
spray irrigation/coastal bermuda grass crop reclaim water application fields. Prior to this work the Town obtained the
attached permit through the major modification application process. Some conditions under this permit are as follows:
• Condition 1.4 - Upon completion of construction and prior to irrigation, a soil evaluation shall be completed to
make sure that activities relating to the construction of the new irrigation field have not altered soil properties
determined in the October 2003 and November 2004 soils reports.
• Condition 1.5 - Upon completion of construction and prior to irrigation, a soil evaluation shall be completed for
all areas previously classified as unsuitable within the permitted irrigation areas.
The fields have been cleared and the contractor is getting closer to completing construction. Additionally, the third
party soils scientist for the project has completed their soils mapping and has identified the areas within the Town's
existing property that are suitable for the Town's currently permitted application rate of 61 inches/year. Please see the
attached map, in which the areas that are shaded with color are suitable for 61 inches/year while the unshaded areas
are not suitable for 61 inches/year. The soil scientist has indicated that the areas that are not suitable for 61 inches/year
may be suitable for irrigation at lesser application rate (perhaps up to 15 — 20 inches/year)
The Town of Mount Olive would like to know what the exact process would be to bring these "unshaded" areas into the
permit to allow for irrigation of these areas at a lesser application rate while also irrigating the other suitable areas at 61
inches/year? Would a new permit/permit modification be required with a soil scientists report backing up an acceptable
application rate for these areas? Would a new hydrogeologic study of the entire site be required?
When you are able please let us know the Non -Discharge Branch's thoughts. Please also let me know if you have any
questions.
Regards,
Clark Maness, PE
4�f tnersRave nel
QWftQFft-AWft0NW
115 MacKenan Drive I Cary, NC 27511
Office:919.469.3340 1 Direct:919.535.5213

cmanessowithersravenel.com
®0©u LJ
CONFIDENTIALITY AND NONDISCLOSURE

0
l
o Z *,D ©,
oo- o ------ i
oc
\ W
LL
Edo
0
LA
o
a 6-.
Lu o
O.....
o
Z O
Oa
Ln s
AL
0
LU
LL
J
W
w
Ln
c
of
LU
,
LL
.'�
N
LU
LU
LL
m�
w
LL rill w
s — 0
a Q�
0
ofMt I
e pz I O o
y ttruuutrrtg
ttttttn,YttttttQti, +/
yatttt tttt� /+
LU
�LLd

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DAM£L SMITH
Director
NORTH CAROLINA
Environmental Quality
October 12, 2020
CHARLES BROWN — TOWN MANAGER
TOWN OF MOUNT OLIVE
114 EAST JAMES STREET
MOUNT OLIVE, NORTH CAROLINA 28365-1711
Subject: Permit No. WQ0029169
Town of Mount Olive WWTP
Reclaimed Water Generation and
Dedicated Utilization System
Wayne County
Dear Mr. Brown:
In accordance with your permit major modification and renewal request received July 7, 2020, and
subsequent additional information received September 23, 2020, we are forwarding herewith Permit No.
WQ0029169 dated October 12, 2020, to the Town of Mount Olive for the construction only of the permitted
modifications, as well as the continued operation of the existing reclaimed water generation and dedicated
utilization facilities.
The following modifications to the subject permit are as follows:
➢ Relocation of the existing two 1,750 gallon per minute (GPM) transfer pumps from the
existing irrigation pump station to a new transfer pump station.
➢ Replacement of the existing three 350 GPM irrigation pumps with three 888 GPM
irrigation pumps.
➢ Replacement of the 145.5 acre drip irrigation area with a new 161.22 acre spray irrigation
system.
Please note that this permit is for the construction only of the modified facilities, until such time
as the items in Condition 1.3. through 1.5. can be submitted for review in a permit modification request.
This permit shall be effective from the date of issuance through November 30, 2026, shall void
Permit No. WQ0029169 issued April 29, 2015, and shall be subject to the conditions and limitations therein.
The Permittee shall submit a renewal application no later than June 3, 2026.
Please pay attention to the monitoring requirements listed Attachments A, B, and C for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
D Q
�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CA�in!_INA
o.wn"mpfEnwrp—taQ"I i1v 919,707.9000

Mr. Charles Brown
October 12, 2020
Page 2 of 3
The Division has removed the following permit conditions since the last permit issuance dated
April 29, 2015:
➢ Old Condition IL8. —This condition has been updated and replaced with condition IL11.
➢ Old Condition II.10. —Condition was removed because the new fields would fall under the
new 15A NCAC 02U rules, and as such would have a different compliance boundary.
➢ Old Condition VL2. — This condition has been removed because the permit is not voidable.
The following permit conditions are new since the last permit issuance dated April 29, 2015:
➢ Condition I.I. — Upon completion of construction and prior to operation of the permitted
modifications, the Permittee shall submit an engineering certification.
➢ Condition L2. — The Permittee shall notify the Washington Regional Office at least two
business days in advance of initial operation of the constructed facilities so that the Division
can conduct a startup inspection.
➢ Condition 1.3. — Prior to operation of the modified facilities, a Final Operation and Maintenance
Plan shall be submitted for review.
➢ Condition L4. — Upon completion of construction and prior to irrigation, a soil evaluation shall
be completed to make sure that activities relating to the construction of the new irrigation field
have not altered soil properties determined in the October 2003 and November 2004 soils
reports.
➢ Condition L5. — Upon completion of construction and prior to irrigation, a soil evaluation shall
be completed for all areas previously classified as unsuitable within the permitted irrigation
areas.
➢ Condition 1.6. — Once all of the documentation required in Conditions 1.3. through 1.5. have
been completed, the Permittee may submit a permit modification to request to operate the
permitted facilities.
➢ Condition II.6. — The Permittee shall connect the irrigation system to a rain or moisture sensor
designed to prevent irrigation during precipitation events or wet conditions.
➢ Condition II.12. — Reclaimed water distribution lines shall be located at least 5 feet horizontally
from and 18 inches below any water line if practicable.
➢ Condition IL 13. — Reclaimed water distribution lines shall not be less than 50 feet from a well
unless the piping and integrity testing procedures meet water main standards in accordance
with 15A NCAC 18C, but in no case shall they be less than 25 feet from a private well.
➢ Condition II.15. — Reclaimed water irrigation fields permitted on or after September 1, 2006
have compliance and review boundaries established at the irrigation area boundaries.
➢ Condition II.19. — Setbacks have been set to correspond to the setbacks in place at the time of
permitting each component.

Mr. Charles Brown
October 12, 2020
Page 3 of 3
➢ Condition IIL 10. — The Permittee shall not allow vehicles or heavy machinery on the irrigation
area, except during equipment installation or maintenance activities.
➢ Condition IIL 18. — Metering equipment shall be tested and calibrated annually.
➢ Condition IIL20. — Continuous online monitoring and recording for turbidity or particle count
and flow shall be provided prior to storage, distribution, or utilization of reclaimed water.
➢ Condition VI.10. — This permit shall not be renewed if the Permittee or any affiliation has not
paid the required annual fee.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Erick Saunders at [phone] or
enckson. saunderskncdenr. gov.
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
cc: Wayne County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
J. Clark Maness, PE — WithersRavenel, Inc. (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION AND DEDICATED UTILIZATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Mount Olive
Wayne County
FOR THE
operation of a 560,893 gallon per day (GPD) reclaimed water generation and dedicated utilization facility
consisting of the:
construction only of a new transfer pump station to house the existing two 1,750 gallon per minute (GPM),
40 horsepower (hp) transfer pumps; three 888 GPM, 75 hp irrigation pumps to be installed in the existing
irrigation pump station; replacement of the existing backwash strainer with a new in -line simplex backwash
strainer; a 161.22 acre spray irrigation area consisting of 12 fields; and all associated piping, valves,
controls, and appurtenances; the
continued operation and subsequent abandonment of. the three 350 gallon per minute GPM, 25 hp
reclaimed water irrigation pumps; the existing in -line automatic backwash strainer; a 145.5 acre drip
irrigation area; and all associated piping, valves, controls, and appurtenances; and the
continued operation of the existing two 1,750 GPM, 40 hp transfer pumps (to be transferred from the old
irrigation pump station to the new transfer pump station); a lined 5.4 million gallon (MG) reclaimed water
upset lagoon; a 28.1 MG irrigation storage lagoon; and all associated piping, valves, controls, and
appurtenances
to serve the Town of Mount Olive WWTP, with no discharge of wastes to surface waters, pursuant to the
application received July 7, 2020, subsequent additional information received September 23, 2020, and in
conformity with the Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from the date of issuance through November 30, 2026, shall void Permit No.
WQ0029169 issued April 29, 2015, and shall be subject to the following conditions and limitations:
WQ0029169 Version 3.0 Shell Version 200201 Page 1 of 12

I. SCHEDULES
Upon completion of construction and prior to operation of the permitted modifications, the Permittee
shall submit an engineering certification from a North Carolina licensed Professional Engineer
certifying that the permitted modifications have been constructed in accordance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications. For phased and partially certified facilities, the Permittee shall retain the responsibility
to track further construction approved under this permit, and shall provide a final engineering
certification upon project completion. Mail the Engineering Certification to the Division of Water
Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or Non-
Discharge.Reportskncdenr.gov. [15A NCAC 02T .0116(a)]
2. The Permittee shall notify the Washington Regional Office, telephone number [phone], at least
two business days in advance of initial operation of the constructed facilities so that the Division can
conduct a startup inspection. [15A NCAC 02T .0108(b)(1)(B)]
3. Prior to operation of the modified facilities, a Final Operation and Maintenance Plan shall be submitted
for review. The plan shall be sent to the Division of Water Resources, Non -Discharge Branch, 1617
Mail Service Center, Raleigh, NC 27699-1617 or Non-Discharge.Reportskncdenr. og_v. [15A NCAC
02T .0108(b)(1)(B), 02U .0801(a)]
4. Upon completion of construction and prior to irrigation, a soil evaluation shall be completed to make
sure that activities relating to the construction of the new irrigation field have not altered soil properties
determined in the October 2003 and November 2004 soils reports. The report shall certify that the entire
extent of the project's soils is capable of accepting the designed loading rate. This report shall
specifically address, but not be limited to, soil features such as soil compaction and saturated hydraulic
conductivity of the least permeable layer, soil fertility report and any amendments added, verification
of soil suitability and depth to the seasonal high water table across the field, as well as any other
properties that might impact the soil's ability to accept irrigation water. The soil scientist evaluation
shall be mailed to the Division of Water Resources, Non -Discharge Branch, 1617 Mail Service Center,
Raleigh, NC 27699-1617 or Non-Discharge.Reportskncdenr. og_v. Irrigation shall not occur until the
Washington Regional Office approves the soils evaluation. [15A NCAC 02T .0108(b)(1)(A)]
Upon completion of construction and prior to irrigation, a soil evaluation shall be completed for all
areas previously classified as unsuitable in the October 2003 and November 2004 soils reports within
the permitted irrigation areas. The report shall certify that areas previously classified as unsuitable are
capable of accepting the designed loading rate. This report shall specifically address, but not be limited
to, soil features such as soil compaction and saturated hydraulic conductivity of the least permeable
layer, soil fertility report and any amendments added, verification of soil suitability and depth to the
seasonal high water table across the field, as well as any other properties that might impact the soil's
ability to accept irrigation water. The soil scientist evaluation shall be mailed to the Division of Water
Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617 or Non-
Discharge.Reports&ncdenr.gov. Irrigation shall not occur until the Washington Regional Office
approves the soils evaluation. [15A NCAC 02T .0108(b)(1)(A)]
6. Once all of the documentation required in Conditions I.3., I.4., and I.S. have been completed, the
Permittee may submit a permit modification to request beginning operation of the permitted facilities.
[I5A NCAC 02T .0 1 08(b)(1)(A)]
7. The Permittee shall request renewal of this permit on Division -approved forms no later than June 3,
2026. [15A NCAC 02T .0105(b), 02T .0109]
WQ0029169 Version 3.0 Shell Version 200201 Page 2 of 12

IL PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject reclaimed water facilities so there is no discharge
to surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, the Permittee shall take immediate corrective actions, including Division
required actions, such as the construction of additional or replacement reclaimed water generation and
utilization facilities. [15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Groundwater monitoring wells shall be constructed in accordance with 15A NCAC 02C .0108
(Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and
regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U .0301]
5. Application rates shall not exceed those specified in Attachment B. [15A NCAC 02U .0401(g)]
6. The Permittee shall connect the irrigation system to a rain or moisture sensor designed to prevent
irrigation during precipitation events or wet conditions. [15A NCAC 02U .0401(k)]
7. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the public
or employees that the water is not intended for drinking. [15A NCAC 02U .0403(b)]
8. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines, fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe; and
c. Existing underground distribution systems retrofitted for the purpose of convey reclaimed water
shall be taped or otherwise identified as noted in IL8.a. and IL8.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[15A NCAC 02U .0403(c)]
9. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
10. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked vaults with standard hose bib services, other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non -potable water. [15A NCAC 02U .0403(e)]
WQ0029169 Version 3.0 Shell Version 200201 Page 3 of 12

11. There shall be no direct cross -connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
12. Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 18 inches below
any water line if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards in accordance with 15A NCAC 18C. [15A NCAC 02U
.0403(g), 02U .0403(h)]
13. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well. [15A NCAC 02U .0403(g), 02U .0403(i)]
14. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .0403(g), 02U .04030)]
15. Reclaimed water irrigation fields permitted on or after September 1, 2006 have compliance and review
boundaries established at the irrigation area boundaries. Any exceedance of groundwater standards at
or beyond the compliance boundary shall require corrective action. Division -approved relocation of
the compliance boundary shall be noted in Attachment B. Multiple contiguous properties under
common ownership and permitted for use as a disposal system shall be treated as a single property with
regard to determination of a compliance boundary. [15A NCAC 02L .0106, 02T .0105(h), 02U
.0501(a)(6), G.S. 143-215.1(1), G.S. 143-215.1(k)]
16. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [ 15A NCAC
02L .0107(c)]
17. No wells, excluding Division -approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107]
18. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the Wayne
County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[I5A NCAC 02L .0107(f)]
WQ0029169 Version 3.0 Shell Version 200201 Page 4 of 12

19. The facilities herein were permitted per the following setbacks:
a. The reclaimed water irrigation sites were modified October 12, 2020. The setbacks for spray
irrigation sites originally permitted or modified on or after September 1, 2018 are as follows (all
distances in feet):
i. Surface waters classified SA: 100
ii. Surface waters not classified SA: 25
iii. Each well with exception of monitoring wells: 100
[15A NCAC 02U .0701(c)]
b. The 5.4 MG reclaimed water upset lagoon and the 28.1 MG irrigation storage lagoons were
originally permitted December 12, 2005. The setbacks for storage and treatment units originally
permitted or modified from June 1, 1996 to August 31, 2006 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 1001
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50 Z
vi. Nitrification field: 20
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02U .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A description of anticipated maintenance of the system;
c. Provisions for safety measures, including restriction of access to the site and equipment; and
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies;
[15A NCAC 02U .0801(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
WQ0029169 Version 3.0 Shell Version 200201 Page 5 of 12

4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U .0401(e)]
5. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02U
.0801(b)]
6. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02U .0801(c)]
7. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02U .0401(k)]
8. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02U .0801(d)]
9. Only reclaimed water generated from the Town of Mount Olive WWTP shall be irrigated on the sites
listed in Attachment B. [15A NCAC 02U .0101]
10. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02U .0801(e)]
11. The Permittee shall prohibit public access to the wastewater treatment and storage facilities. [15A
NCAC 02U .0402(e)]
12. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. [15A
NCAC 02U .0501(a)(2)]
13. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [15A NCAC
02T .1100, 02U .0802].
14. The Permittee shall not divert or bypass untreated or partially treated reclaimed water from the subject
facilities. [15A NCAC 02U .0402(g)]
15. Freeboard in the 5.4 MG 5-day upset pond and the 28.1 MG irrigation storage lagoon shall not be less
than two feet at anytime. [15A NCAC 02U .0401(h)]
16. Gauges to monitor water levels in the 5.4 MG 5-day upset pond and the 28.1 MG irrigation storage
lagoon shall be provided. These gauges shall have readily visible permanent markings, at inch or tenth
of a foot increments, indicating the following elevations: maximum liquid level at the top of the
temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid storage
volume; and the lowest point on top of the dam. [15A NCAC 02U .0801(f)]
17. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02U .0801(g)]
18. Metering equipment shall be tested and calibrated annually. [15A NCAC 02U .0801(d)]
19. An automatically activated standby power source capable of powering all essential treatment units shall
be on site and operational at all times. If a generator is employed as an alternate power supply, it shall
be tested weekly by interrupting the primary power source. [15A NCAC 02U .0401(d)]
WQ0029169 Version 3.0 Shell Version 200201 Page 6 of 12

20. Continuous online monitoring and recording for turbidity or particle count and flow shall be provided
prior to storage, distribution, or utilization of reclaimed water. [15A NCAC 02U .0401(b)]
21. If turbidity exceeds 10 NTUs or if the permitted pathogen levels cannot be met, all effluent shall be
routed to the five day upset pond until the problems associated with the reclaimed water generation
system have been corrected. The water in the five day upset pond shall be pumped back to the treatment
plant headworks for re -treatment or treated in the five day upset pond prior to utilization. [ 15A NCAC
02U .0402(d)]
22. The Permittee shall provide notification to the public and its employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking. Such notification shall be provided to
employees in a language they can understand. [15A NCAC 02U .0501(a)(2)]
23. The Permittee shall develop and implement an education program to inform users and its employees
about the proper use of reclaimed water. Educational material shall be provided to all residents and/or
other facilities provided with reclaimed water, and these materials shall be maintained consistent with
the reclaimed water uses. All educational materials shall be made available to the Division upon
request. [15A NCAC 02U .0501(a)(4)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the generated reclaimed water at the frequencies and locations for the
parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of reclaimed water irrigated. These records
shall include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of reclaimed water irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., water level to the lowest embankment elevation) in the 5.4 MG 5-day upset pond and
the 28.1 MG irrigation storage lagoon shall be measured to the nearest inch or tenth of a foot, and
recorded weekly. Weekly freeboard records shall be maintained for five years, and shall be made
available to the Division upon request. [15A NCAC 02T .0108(c)]
WQ0029169 Version 3.0 Shell Version 200201 Page 7 of 12

7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in IV.5. and IV.6.) on Form
NDAR-1 for every site in Attachment B shall be submitted on or before the last day of the following
month. If no activities occurred during the monitoring month, monitoring reports are still required
documenting the absence of the activity. All information shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
8. Pursuant to G.S. 143-215.1C(a), the Permittee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the reclaimed water generation and
dedicated utilization facility and the extent to which the facility has violated this permit, or federal or
State laws, regulations, or rules related to the protection of water quality. This report shall be prepared
on either a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the
calendar or fiscal year. Two copies of the annual report provided to the Permittee's users shall be
submitted to:
Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[G. S. 143-215.1 C(a)]
9. The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. This record shall
include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02U .0802(b)]
10. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Date of turbidimeter calibration;
d. Date and results of power interruption testing on alternate power supply;
e. Visual observations of the plant and plant site; and
£ Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections, and cleanings, etc.); and
g. Record of all discharges of reclaimed water to surface waters or the land surface, including the date
of occurrence, estimated volume, and corrective action taken.
[15A NCAC 02U .0801(h)]
11. Monitoring wells MW-I, MW-2, and MW-3 shall be sampled at the frequencies and for the parameters
specified in Attachment C. All mapping, well construction forms, well abandonment forms and
monitoring data shall refer to the permit number and the well nomenclature as provided in Attachment
C and Figure 1. [15A NCAC 02T .0105(m)]
WQ0029169 Version 3.0 Shell Version 200201 Page 8 of 12

12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
13. Noncompliance Notification:
The Permittee shall report to the Washington Regional Office, telephone number [phone],
within 24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any failure resulting in a discharge untreated or partially treated wastewater to surface waters.
d. Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5,000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV.10.g. but do not require Regional Office notification.
e. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
f. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Washington Regional Office within five
days of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to
ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
WQ0029169 Version 3.0 Shell Version 200201 Page 9 of 12

V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water generation and utilization facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water generation and utilization facilities to prevent
malfunctions, facility deterioration, and operator errors that may result in discharges of wastes to the
environment, threats to human health, or public nuisances. The Permittee shall maintain an inspection
log that includes the date and time of inspection, observations made, and maintenance, repairs, or
corrective actions taken. The Permittee shall maintain this inspection log for a period of five years
from the date of the inspection, and this log shall be made available to the Division upon request. [15A
NCAC 02U .0801(h), 02U .0801(i)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water generation and utilization facilities permitted
herein at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Pennittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
WQ0029169 Version 3.0 Shell Version 200201 Page 10 of 12

ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 12'h day of October 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0029169
WQ0029169 Version 3.0 Shell Version 200201 Page 11 of 12

Permit No. WQ0029169 Reclaimed Water Generation and Dedicated Utilization System
Town of Mount Olive October 12, 2020
Town of Mount Olive WWTP Wayne County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
I, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
Professional Engineer's Name
Firm Name
Firm No.
Address
City JL
State
Zip Code
Telephone
Email
Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special DelivM
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0029169 Version 3.0 Shell Version 200201 Page 12 of 12

i
U
U
U
U
U
U
U
U
U
U
d
z
u u
u
u
o
u
u
u
u
u
u
u
o
`�' 6�
iC
iC
iC
iC
S:
iC
iC
iC
iC
iC
iC
iC
iC
Q
N
41
A
41
A
a
w
� o
W
C7
z
o
z
w
�
z
°°
x"
cca
rq
W
U
U
U
w
Z
Z
Z
Z
a
a�
C1.0
H
00
'n
�
rq
N
N
O
O
- �O
O
M
t�
O

w

I
00
m
m
m
m
m
m
m
m
m
m
O
O
O
O
O
O
O
O
O
O
O
z
U
U
U
U
U
U
U
U
U
U
U
U
L
a
6�
y
U
by
U
by
U
by
U
by
U
by
U
by
U
by
U
by
U
by
U
by
U
by
U
bA
U
U
U
U
U
U
U
U
U
U
U
U
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
z
z
z
z
z
z
z
z
z
z
z
z
oo
oo
00
00
00
00
00
00
00
00
00
00
N
N
N
N
N
N
N
N
N
N
N
N
O
O
O
O
O
O
O
O
O
O
O
O
CD
A
z
z
z
z
z
z
z
z
z
ID
N
O
o
o
Vn
00
N
N
N
y y
-
-
—
N
00
-
-
-
00
M
00
Vr
z it
O
M
M
N
M
O
M
'n
l0
0
N
0
In
-
0
In
0
0
01
0
Vl
0
M
0
N
0
00
0
l�
I'll
0
O
0
a1
oo
I'D
l—
O
M
01
01
r`
O
M
r-
—
In
kn
00
00
l0
l0
M
M
O
In
01
N
In
_
O
O
O
O
O
O
O
O
O
O
O
O
C
00
00
00
00
00
00
00
00
00
00
00
00
o
vn
0
In
0
01
0
01
0
0
oo
0
00
0
r-
0
0
M
0
00
0
00
N
00
m
M
00
m
M
00
00
01
r-
C/
O
00
m
M
"0
—
�--�
O
M
N
Q
�
—
�
�--i
O,
CN
00
r-i
l-
V'1
�
1p
00
00
O,
�
't
�i
U
U
U
U
U
U
U
U
U
U
U
U
h
O
O
O
O
O
O
O
O
O
O
O
O
+
0
0
0
0
0
0
0
0
0
0
0
0
CD
O
O
O
O
O
O
O
O
O
O
O
O
H
H
H
(~
H
H
H
H
(~
H
H
H
rn
wo
H
O

w

I
G
0
�
M
O
w
z
�
d
h
H
a
H
a
U
U
U
U
6
U
U
U
U
U
cd
Z
G
U
�
O
i.
iC
iC
iC
iC
iC
iC
iC
iC
�
iC
M
M
M
M
M
M
M
M
M
6�
w
O
w
�
3
a
00
by
o
U
00
o
o
0
0In
o
r/2
U
a
O
O
O
O
M
O
O
Cl
O
Cl
O
Cl
O
Cl
r-
N
00
�U
00
O � O
Q cq U
U ° U
N O
'I
U � �
CD
Q �+
o tD.0 v o
U O
o -cot to
C� 4---i
C
O ~ CZ
O tuo O O
U to
0 77
U .si � O 0 U 3Ui • O U
-C
L. cot
to
0 is N by
to
cz 0
to � sUy U
cz
Z'
'c c - L N p �b4 �ED 00 w0
o o z o o to ° '
o one oo c cz CZCu
+' +' � � O '3 cd O U .�
o UO as ati° U� a �" =O o
d d p p � F�
° >on 3� 5> -ij Oo
=m
uu
O
m m C
U O DC
U by O�R _2cz O U U
cd cd � � .� 0 O � • � Q Q U • O
�� W W U�
U> -6 ti d 6� Cd -6 J
— N M �
0
0
In to l-
d
O

o z®®ti
fps !
AL
;o.
w u
w m
w u v v v v v vv }
l.L
s 1 � iliiiii \ \ W
/ iiiliiiiii \ \ LL (( Q
� lllll iiiii V A V A A � �
V)
� l lllll iiiii "� \
iiiii iiii \ �,•rc, \\ QW
illllllll
iii
LL
V.�" � ll � ullilllllllllllllllllll
M �V Hull iiii iiiiii lllllllllllllllllllll
/) � lllllli lllllullll iiiiiiii llllllllll iiiii
I �� uJ iiiii llllllllwiill l iii It
iiii iliuiiiuii ii iii ii ii ii iil iii iiiiiiii
ll llll�llll llL� llL� LLLlllllllllllllllllllll LillLLL
uJ %�� lllllluiii iii i i11RlT lllllliiilllllllllliiillll � �
� > • iiiii iiiiii iiiii It LU
iiHIMl l i l
rn , iiii iii l � '� Ln �
� iii iiiiii ���� �� �
LL1 lluuuu :giiiiiii €utt (� W
,.y LL i- Z iiiii l iil \
i ii ii iil
3 0 of 0 uuuu iii iiii — LLJ
iiiiii ail Q O iii l ll iiii >
(D (� uuu uuuuuu
ll iuui ¢ iiiii uuuuuu .n
lllllllllll iii ll iiiii uuui iiiii iuu iii i uuul a Qo
iiiiiiii iiiii lllllllll� B llillllll k
w llllullll iiii lllllll "' l iCilllillll cl�z
lllllllllli iiii l uil�iu� iiii iiii : Za
iiii t o iiii iiiiiiii iii ll iii iiii 30 3
Yluui iFu o iiiii W V
c- llli it p lliiillllll ll iiiiiillc� t ' : W iiii /I
iil J ii iii ii it iiiiii iiiiii
lllll lll L1J i iii lliiiiii l o >� d � ��nz
It uuuluuuu d ��
llllRlll`ruull iuiu MHO......
tttttt a uuuuuut ��
llllllli lllllllllliuul O o
�� ll ll ll ll ll ll ll ll ll i 'ar 3 I � �
�j�. ttt t tttttt ttttt — — � Q�
ullluui iiiii
s iiiiiiii ll ll ll ll lli lllllli /�
ullllllllllllllllllllllllll iiii
uuuuuut uuuun tttttt �
tttttt uu>>>> tttttt t tttttt /t' � � �
� iiiiiiii ll � i l ullllllll /' m.o a<
lllllllllli.Qi lllllllli / NH
llllllllllll llllllllu /� „ H
iiiiii iiii Uj uuuui t ���
iiiiiiii Liii ii LL iiiiii ,
r�o
iiii HIM tiii 3„ °
ll
iiii iiiiii
uui t/ /
aa�_ i

Attachment B
Updated Calculation Results Tables from Water Model Report
Town of Mount Olive Sprayfield Interim Calculations
WWTP Improvements March 16, 2023

Modeled spray quantities for Fields 3, 4, 7, and 9 are increased without the reduced spray areas. All other
fields have equivalent values to those previously presented in Table 4 of the Sprayfield Model Analysis
report.
Table 4. Summary of Fields, Spray Guns, and Resulting Model Demand
Field
Area
Area
(ac)
(sq. ft)
1
10.93
476,328
2
9.05
394,161
3
10.26
446,989
4
6.28
273,542
5
11.30
492,354
6
13.46
586,135
7
6.84
298,046
8
13.90
605,284
9
9.60
418,026
10
13.51
588,593
11
13.48
587,224
12
13.75
598,859
Total 132.36 5,765,541
Number of Number Number of Modeled
Full -Size of Half-
Guns Size Guns
Red. Area
Guns
Flo
10
0
0
6
4
0
7
3
0
3
3
0
7
6
0
10
0
0
4
4
0
11
1
0
6
3
0
8
7
0
10
4
0
10
93
1
0
0
36
w to Field
(gpm) _
1,367
1,179
1,253
768
1,383
1,385
993
1,490
1,152
1,561
1,585
1,490
Modeled
Pump TDH
(ft)
218.7
231.7
226.6
259.0
217.6
217.4
244.2
211.9
233.5
205.0
203.4
210.1
While 61 inches per year is the approved application rate per the soil scientist report, the application rate is
reduced for the entire site to 59.28 inches per year. The reduced application rate is based on the previous
average daily flow (ADF) of 560,893 gpd. It also includes the estimated quantity of precipitation that will be
disposed of from the onsite storage lagoon, as shown in the water balance calculations below. The reduction
in ADF is only for the purpose of these interim calculations and is not based on a licensed soil scientist's
determination. Tables 7 and 8 from the Sprayfield Model Analysis report have been recalculated and are
presented below.
Table 7. Field Areas, Application Rates, and Resulting
Average Daily Flows (ADF)
Area
Area
Application
Resulting
Field
(ac)
(sq. ft)
ate
ADF (gpd)
(R
1
10.93
476,328
59.28
48,221
2
9.05
394,161
59.28
39,903
3
10.26
446,989
59.28
45,251
4
6.28
273,542
59.28
27,692
5
11.30
492,354
59.28
49,843
6
13.46
586,135
59.28
59,337
7
6.84
298,046
59.28
30,173
8
13.90
605,284
59.28
61,276
Town of Mount Olive Sprayfield Interim Calculations
WWTP Improvements March 16, 2023

9
9.60
418,026
59.28
42,319
10
13.51
588,593
59.28
59,586
11
13.48
587,224
59.28
59,448
1
13.75
598,859
59.28
60,625
Total
1 132.36
5,765,541
-
583,674
Rat odel Results (Reclaimed Only)
Average Monthly Flow Rate (gpd) 560,893 (Reclaimed water only)
Flow Weekly Time to Meet Instantaneous TotalAnnual
Volume Applied
Depth
Field to Volume to Weekly Applied Application per
Field Apply Application Rate Applied
(cu ft/hr) Week
(gpm) (gal) (hr) (in/hr) (in/yr)
(in/wk)
1
1367
337,547
4.1
10,964
0.28
1.14
59.28
2
1 1179
279,320
4.0
9,457
0.29
1.14
59.28
3
1253
316,756
4.2
10,050
0.27
1.14
59.28
4
768
193,844
4.2
6,160
0.27
1 1.14
59.28
5
1383
348,904
4.2
11,093
0.27
1.14
59.28
6
1385
415,361
5.0
11,109
0.23
1.14
59.28
7
993
211,209
3.6
7,965
0.32
1.14
59.28
8
1490
428,931
4.8
11,951
0.24
1.14
59.28
9
1152
296,232
4.3
9,240
0.27
1.14
59.28
10
1561
417,103
4.5
12,521
0.26
1.14
59.28
11
1585
416,133
4.4
12,713
0.26
1.14
59.28
12
1490
424,378
4.8
11,951
0.24
1.14
59.28
Finally, the water balance has been re -calculated for the updated application rates reported above. Table 18
from the Water Balance Report is included below with updated values. Zone A consists of Fields 1, 2, 3, and
4. Zone B consists of Fields 5, 6, 7, and 8. Zone C consists of Fields 9, 10, 11, and 12. The Design Daily Flow
(influent) of 560,893 gpd is the previously permitted flow of reclaimed water from the WWTP. The Total
Flow to be Disposed (annual discharged) of 583,674 gpd includes both WWTP discharge and accumulated
precipitation in the onsite storage lagoon. The Total Flow to be Disposed corresponds to the new total ADF
presented in Table 7 above.
Town of Mount Olive Sprayfield Interim Calculations
WWTP Improvements March 16, 2023

Design Daily Flow (influent) (gal/day) 560,893
Total Flow to All Zones (gal/day) 583,674
Area of Lagoon (acres) 9.4
Zone A Zone B Zone C
Daily Flow (gpd) 161,067 200,629 221,978
Wetted Area 36.5 45.5 50.3
(Acres)
Irr. Rate (in/wk) 1.14
Total:
Design Influent +
Pan Lagoon Lagoon Influent Lagoon
Days per Evap. Adjusted Gains from Losses Volume per Gains &
Month Month Data Pan Data Precip Precip. from Evap. Month Losses
inches inches inches gallons gallons gallons gallons
Jan.
31
0.33
0.23
4.01
1,022,285
58,065
17,387,683
18,351,903
Feb.
28
0.48
0.34
3.68
939,026
86,463
15,705,004
16,557,567
March
31
1.19
0.84
4.06
1,035,746
213,432
17,387,683
18,209,997
April
30
2.45
1.71
3.64
929,407
436,888
16,826,790
17,319,308
May
31
4.17
2.92
4.56
1,164,364
744,530
17,387,683
17,807,518
June
30
5.77
4.04
5.61
1,431,144
1,031,126
16,826,790
17,226,808
July
31
6.64
4.65
6.23
1,588,965
1,186,171
17,387,683
17,790,477
Aug.
31
5.88
4.12
6.56
1,674,990
1,051,273
17,387,683
18,011,400
Sept.
30
4.20
2.94
7.21
1,839,691
750,753
16,826,790
17,915,728
Oct
31
2.35
1.65
3.83
978,509
420,247
17,387,683
17,945,945
Nov.
30
1.04
0.73
3.83
976,769
185,185
16,826,790
17,618,374
Dec.
31
0.53
0.37
3.89
992,669
94,239 117,387,683
18,286,113
Total =
35.0
24.5
57.10
14,573,564
61258,373
204,725,945
213,041,137
Zone A
Zone B
Zone C
Jan.
4,993,080
6,219,507
6,881,317
Feb.
4,509,879
5,617,619
6,215,383
March
4,993,080
6,219,507
6,881,317
April
4,832,013
6,018,878
6,659,339
May Volume
4,993,080
6,219,507
6,881,317
June to be
4,832,013
6,018,878
6,659,339
July Disposed
4,993,080
6,219,507
6,881,317
Aug. (gal)
4,993,080
6,219,507
6,881,317
Sept.
4,832,013
6,018,878
6,659,339
Oct.
4,993,080
6,219,507
6,881,317
Nov.
4,832,013
6,018,878
6,659,339
Dec.
4,993,080
6,219,507
6,881,317
Total =
58,789,494
1 73,229,680
81,021,963
Table Continued Next Page
Town of Mount Olive Sprayfield Interim Calculations
WWTP Improvements March 16, 2023

Jan.
5.03
5.03
5.03
Feb.
4.55
4.55
4.55
March
5.03
5.03
5.03
April
4.87
4.87
4.87
May
Irrigation
5.03
5.03
5.03
June
per
4.87
4.87
4.87
July
Month
5.03
5.03
5.03
Aug.
(in)
5.03
5.03
5.03
Sept.
4.87
4.87
4.87
Oct
5.03
5.03
5.03
Nov.
4.87
4.87
4.87
Dec.
5.03
5.03
5.03
Total =
59.28
59.28
59.28
Total Flow to be Disposed (Annual Averaged) (gpd)
583,674
Town of Mount Olive Sprayfield Interim Calculations
WWTP Improvements March 16, 2023

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — NON -CONJUNCTIVE UTILIZATION
Division of Water Resources INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION
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 and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website.
General — This application is for projects involving the non -conjunctive use of reclaimed water. Non -conjunctive use means that
reclaimed water utilization is required to meet the wastewater disposal needs of the facility (the reclaimed water utilization
is not optional). Unless otherwise noted, the Applicant shall submit one original and two copies of the application
and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form.
Note that use of reclaimed water for the purpose of wetland augmentation requires submittal of FORM: RWWA.
A. Non -Conjunctive Use of Reclaimed Water (FORM: RWNC 06-16) Application (All application packages):
® Submit the completed and appropriately executed Non -Conjunctive Use of Reclaimed Water (FORM: RWNC 06-16) form.
Please do not make any unauthorized content changes to this form. 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.
® The user name in Item IL 1. shall be consistent with the user name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 8 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® The Applicant's Certification on Page 8 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. 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(2).
❑ If this project is for a renewal without modification, use the Non-DischargeSystem Renewal (FORM: NDSR) application.
B. Property Ownership Documentation (All Application Packages involving new or expanding uses of reclaimed water):
❑ Per 15A NCAC 02U .0202(f), the Applicant shall provide property ownership documentation for all reclaimed water utilization
sites. Property ownership documentation shall consist of one (or more) of the following:
❑ Legal documentation of ownership (i.e., GIS deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement running with the land specifically indicating the intended use of the property and meeting the requirements
of 15A NCAC 02L .0107(f), or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

C. Soil Evaluation for Non -Conjunctive Irrigation Systems (For application packages including new irrigation areas not previously
approved)
® Per 15A NCAC 02U .0202(b), submit a soil evaluation of the irrigation site(s) 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 proposed irrigation sites with project name, location, and include a statement that the areas
were recommended for the proposed reclaimed water utilization activity.
® A field description of soil profile, based on examinations of excavation pits and auger borings, within seven feet of the
land surface or to bedrock describing the following parameters by individual diagnostic horizons:
❑ Thickness of horizon ❑ Texture ❑ Color and other diagnostic features
❑ Structure ❑ Internal drainage ❑ Depth, thickness, and type of restrictive horizon(s)
Presence or absence and depth of evidence of seasonal high water table (SHWT)
® Provide all soil boring logs performed at the site.
® Annual hydraulic loading rates shall be based on in -situ measurements of saturated hydraulic conductivity in the most
restrictive horizon for each soil mapping unit.
® Maximum reclaimed water application rate for each irrigation area.
® A representative soils analysis (Standard Soil Fertility Analysis) conducted on each irrigation site. The Standard Soil
Fertility Analysis shall include the following items:
❑ 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
® A soil map delineating soil mapping units within each utilization site and showing all physical features, location of pits
and auger borings, legends, scale, and north arrow.
® Guidance on completing soil evaluations for non -conjunctive reclaimed water systems is provided in the Soil Scientist
Evaluation Policy.
D. Agronomist Evaluation (For application packages that include new irrigation areas not previously approved):
® Per 15A NCAC 02U .0201(h) or .0202(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified
professional and includes at a minimum:
® Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
® Plant available nitrogen calculations for each cover crop using the expected effluent concentrations and appropriate
mineralization and volatilization rates.
® Historical site consideration, soil binding and plant uptake of phosphorus.
® Seasonal irrigation restrictions, if appropriate.
® Management plan for all specified crops.
E. Hydrogeologic Report (For systems treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02U .0202(e), submit a detailed hydrogeologic investigation that has been signed, sealed and dated by a North
Carolina Licensed Geology, a North Carolina Licensed Soil Scientist or a North Carolina licensed Professional Engineer and
includes at a minimum:
❑ A description of the regional and local geology and hydrogeology based on research of literature for the area;
❑ A description, based on field observations of the site, topographic setting, streams, springs, and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect
the movement of treated wastewater;
❑ Changes in lithology underlying the site;
❑ Depth to bedrock and occurrence of any rock outcrops;
❑ They hydraulic conductivity and transmissivity of the affected aquifer(s);
❑ Depth to the seasonal high water table;
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic/hydrogeologic
features;
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media;
❑ A mounding analysis to predict the level of the seasonal high water table after reclaimed water augmentation.
❑ A mounding analysis to predict the level of the seasonal high water table after reclaimed water augmentation.
❑ Note: Guidance on completing Hydrogeologic Evaluations is provided in the Hydrogeologic Investigation and Reporting
Policy, the Groundwater Modeling Policy, and the Performance and Analysis of Aquifer Slug Tests and Pumping Tests
Policy.
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

F. Water Balance (For all application packages that include wet -weather storage located at the non -conjunctive user site, changes in
flow, or changes in storage):
® Per 15A NCAC 02U .0202(k), submit a water balance that has been signed, sealed and dated by a qualified professional and
includes at a minimum:
® The water balance should be run over at least a two year iteration, should consider precipitation into and evaporation from
all open atmosphere storage impoundments, and should use variable number of days per month and include:
® Precipitation based on the 80' percentile and a minimum of 30 years of observed data.
® Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a
minimum of 30 years of observed temperature data.
® Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage
coefficient ranging from 4 to 10% (unless otherwise technically documented).
® Other factors that may restrict the hydraulic loading rate when determining a water balance include:
® Depth to the SHWT and lateral groundwater movement.
❑ Nutrient limitations and seasonal application times to ensure reclaimed water is applied at appropriate agronomic
rates.
❑ Note: Guidance on completing a water balance for non -conjunctive systems is available in the Water Balance Calculation
Policy.
G. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0202(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 End.
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® Location and details of all distribution piping, valves, flow meters, etc.
® Plan and profile views of all onsite storage units including inlet and outlet (if applicable) structures.
® 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.
❑ For irrigation of food chain crops, plans shall clearly show the method of irrigation (i.e. direct or indirect).
❑ For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® 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.
H. Specifications (All Application Packages):
® Per 15A NCAC 02U .0202(c), 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.
® Detailed specifications for the proposed reclaimed water utilization system, including all piping, valves, pumps, flow
meters, high water alarms, cross connection controls, etc. For irrigation systems, include details for spray heads and/or
drip emitters.
® Detailed specifications for any onsite storage units, including dimensions, storage volume, liner requirements, 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, transfer switches, automatically activated standby power source, 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 02U .0202(c), 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:
® 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 pumps, flow meters, spray heads/emitters, etc;
❑ Flotation calculations any storage units constructed partially or entirely below grade;
® For irrigation systems, demonstrate the designed maximum precipitation and annual loading rates do not exceed the
recommended rates;
❑ For non -irrigation uses, demonstrate how reclaimed water usage was determined.
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

Site Map (All Application Packages):
® Per 15A NCAC 02U .0202(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survey.
® 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 utilization site with topographic contour intervals not exceeding 10 feet or 25 percent of total site
relief and showing all facility -related structures and fences within the reclaimed water storage and utilization 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 reclaimed water storage and
utilization sites.
® Setbacks as required by 15A NCAC 02U .0701.
® Site property boundaries within 500 feet of all reclaimed water storage and utilization sites.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWNC 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 02U — RECLAIMED WATER SYSTEMS — NON -CONJUNCTIVE UTILIZATION
FORM: RWNC 06-16
L CONTACT INFORMATION:
1. Applicant's name: Town of Mount Olive
Mailing address: 114 East James St.
City: Mountt Olive State: NC
Telephone number: 9( 19) 658-9539
Zip: 28365-1711
Email Address: mana erktownofmountolivene.com
2. Signature authority's name: Jammie Royall (per 15A NCAC 02T .0106) Title: Town Manager
3. Consulting Engineer's name: J. Clark Maness License Number: 047235 Firm: WithersRavenel
Mailing address: 115 MacKenan Drive
City: Cai State: NC Zip: 27511-7903
Telephone number: (2.L9) 469-3340 Email Address: cmc eekagriwaste.com
4. Consulting Soil Scientist's name: Christopher McGee License Number: 1324 Firm: Agri -Waste Technology, Inc.
Mailing address: 501 North Salem Street Suite 203
City: Apex State: NC Zip: 27502-
Telephone number: [phone] Email Address: TBD
5. Consulting Geologist's name: N/A License Number: Firm:
Mailing address:
City: State: Zip: -
Telephone number: (_) = Email Address:
6. Consulting Agronomist's name: Jeff Vaughan Firm: Agri -Waste Technology, Inc.
Mailing address: 501 North Salem Street Suit 203
City: Apex State: NC Zip: 27502-
Telephone number: [phone] Email Address: TBD
II. USER INFORMATION
1. Reclaimed water user name(s): Town of Mount Olive
City: Mount Olive
State: NC Zip: 28365-.
User facility physical address: 408 Wilkins Farm Road
County: Wane
FORM: RWNC 06-16 Page 1 of 9

2. Facility status: Existing
3. What is the proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a) ?
(Check all that apply)
® Irrigation (non food crop) ❑ Irrigation (food chain crops) ❑ Industrial process water make up
❑ Cooling towers ❑ Chiller/Boiler makeup ❑ Urinal/Toilet flushing (non-residential)
❑ Fire protection (non-residential) ❑ Other (specify):
4. Amount of reclaimed water to be used: gallons per day
5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? ® Yes or ❑ No
✓ If Yes, list permit number: W00029169
✓ If No, then the Reclaimed Water Generation application (FORM: RWG) must also be included in this package.
11. USER INFORMATION (Continued)
6. Explanation of how usage volume was calculated:
7. In accordance with 15A NCAC 02U .0501(a)(2) and (b)(2), how will the public and/or employees be notified about the use of
reclaimed water? Signs are posted on all entrances to irrigation fields noting that irrigation water is non -notable reclaim water.
8. Specify the location within the application package where examples of notification materials can be found:
III. UTILIZATION AREA SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance in feet from the storage units and utilization areas to each item listed (distances greater
than 500 feet may be marked N/A):
Setback Parameter
Utilization Areas
Final Effluent Storage
Units
Required Actual
Required
Actual
Any private or public water supply source
100
N/A
Any property line
50
N/A
Any well with exception of monitoring wells
100 N/A
100
N/A
Surface waters (streams — intermittent and perennial,
100 N/A
50
N/A
perennial waterbodies, and wetlands) classified as SA
Surface waters (streams — intermittent and perennial,
25 200
50
N/A
perennial waterbodies, and wetlands) not classified as SA
2. Do the utilization areas and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)?
®Yes or❑No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ® No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
✓ If yes, has a Non -Discharge Wastewater System Waiver (FORM: NDWSW) been included with this application package?
El Yes or❑No
FORM: RWNC 06-16 Page 2 of 9

IV. DESIGN CRITERIA FOR UTILIZATION AND DISTRIBUTION SYSTEMS (15A NCAC 02U .0402 and .0403)
1. Fill in the table below to indicate the location in the plans and specifications where the following items can be located:
Distribution System Design Element
Plan Sheet
Specification Page
Number
Number
Labeling of valves, storage facilities, and outlets to inform the public or
employees that reclaimed water is not intended for drinking in
accordance with 15A NCAC 02U .0403(12)
Identification of piping, valves, and outlets as reclaimed water
(i.e., color coding purple, labeling, taping, etc.) in accordance with 15A
NCAC 02U .0403 c a
Method of securing valves and outlets the permits operation by
authorized personnel only in accordance with 15A NCAC 02U .0403 d
Hose bibs locked for use by authorized personnel in accordance with
15A NCAC 02U .0403 e
a. Identification of existing underground distributions systems shall be incorporated within 10 feet of crossing any water line
or sanitary sewer line.
2. Will potable water be used to supplement the reclaimed water system? ❑ Yes or ® No
✓ If yes, what cross connection control measures will betaken in accordance with 15A NCAC 02U .0403
Plan Sheet Number Specification Page Number
✓ If yes, is documentation that the proposed cross -connection control measures have been approved by the Division of
Environmental Health's Public Water Supply Section included in this application package? ❑ Yes or ❑ No
3. What is the method to provide power reliability?
4. Will a certified operator of a grade equal or greater than the facility classification be on call 24 hrs/day? ® Yes or ❑ No
5. Will each utilization area be equipped with a flow meter to measure the volume of reclaimed water used? ® Yes or ❑ No
FORM: RWNC 06-16 Page 3 of 9

V. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0401
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water storage impoundments located at the utilization site(s)? ® Yes or ❑ No
✓ If no, then skip the remaining items in Section V. and proceed to Section VI.
2. What is the storage impoundment type? Required Wet Weather Storage
✓ For required wet weather storage, does the amount of storage provided meet or exceed the amount of required storage
calculated in the Water Balance (Instruction F)? ® Yes or ❑ No
3. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 35.19614' Longitude:-78.04066'
4. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ® No
✓ If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number . or the date when NPDES application was submitted:
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ® No
If yes, what is the drainage area? ft2
6. Is a liner provided with a hydraulic conductivity no greater than 1 X 10 -6 cm/s? ® Yes or ❑ No
If No, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
7. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
✓ If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than 1 x 10-' cm/s? ❑ Yes, ❑ No or ® N/A
➢ If Yes, has the Applicant provided predictive calculations or modeling demonstrating that surface water or
groundwater standards will not be contravened? ❑ Yes or ❑ No
✓ If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
8. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
9. If applicable, provide the specification page references for the liner installation and testing requirements:
10. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
11. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements11
Earthen Impoundment Dimensions
Liner type:
® Clay
®Synthetic
Top of embankment elevation:
ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
cm/s
Freeboard elevation:
ft
Hazard class:
Not Applicable
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft3
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft2
Plan Sheet Reference:
Freeboard elevation water surface area:
ft2
Specification Section:
Bottom of impoundment surface area:
ft2
FORM: RWNC 06-16 Page 4 of 9

VI. DESIGN INFORMATION FOR NON -CONJUNCTIVE IRRIGATION SYSTEMS
1. Will reclaimed water be used for irrigation? ® Yes or ❑ No
✓ If no, then skip the remaining items in Section VI., and proceed to Section VII.
2. The irrigation system is: ❑ existing ® proposed
3. The irrigation system is: Spray
4. Does the irrigation area contain any subsurface drainage structures? ❑ Yes or ® No
✓ If yes, where does the drainage system discharge?
5. Provide the minimum depth to the seasonal high water table within the irrigation area:
NOTE: The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
6. Provide the equipment information below for spray and/or drip systems:
Spray Utilization Design Element
Plan Sheet
Specification
Number
Page Number
SG Type 1 - 162 ft
Wetted diameter of nozzles
SG Type 2 - 216 ft
3-6
33 26 60
SGType 3-250ft
SG Type 1 - 20,601 ft/2
Wetted area of nozzles
SG Type 2 - 36,625 ft/2
3-6
33 26 60
SGType 3 - 49,062 ft'
SG Type 1 - 39 gpm
Nozzle capacity
SG Type 2 - 92 gpm
3-6
33 26 60
SGType 3-191 gpm
SG Type 1 / Nelson F75 HD Big
Gun 0.4" Taper Ring Nozzle
Nozzle manufacturer / model
SG Type 2 / Nelson F 100 0.55"
N/A
33 26 60
Taper Bore Nozzle
SG Type 3 / Nelson F 100 0.89"
Ring Nozzle
Drip Utilization Design Element
Plan Sheet
Number
Specification
Page Number
Wetted area of emitters
ft2
Distance between laterals
ft
Distance between emitters
ft
Emitter capacity
gpm
Emitter manufacturer / model
/
7. If applicable, provide the location of each design element in the specifications and engineering plans for irrigation dosing
systems:
Utilization Pump Tank
Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Total volume
ft3 gallons
Dosing volume
ft3 gallons
Audible & visual alarms
Equipment to prevent utilization during rain events
FORM: RWNC 06-16 Page 5 of 9

0
U
U]
U]
U]
U]
U]
U]
U]
U]
U]
U]
U]
U]
U
y
o0
00
00
00
00
00
00
00
00
00
00
00
U E
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
C7
o
4
0
4
0
4
0
`�
0
`�
0
4
0
4
0
4
o
o
o
0
0
0
0
0
0
0
0
0
0
0
0
� a
� aU+
Aa
o�
bOA Cq
00
C1
�
�
�
M
N
't
�
110
110
't
a x
O
U CC
as
a
O
U CC
as
V)
N
00
pp M
r- -!t
pp 01
y
O
01
01
M
V1
'I,00
`
o
0
o
O0c
O0c
1
N
N
N
N
00
00
00
0
00
00
oc
00
00
00
00
J
J
J
J
J
to
M
00
Vl
Ic
Vl
00
t
O
'
N
M
Vl
Vl
VI
00
Vl
M
a+
�--i
�--i
�--i
�--i
�--i
�--i
�--i
�--i
�--i
+
a
CC
a
°
M
°
M
o
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
Vl
M
0
0
0
0
0
to

VI. DESIGN INFORMATION FOR NON -CONJUNCTIVE IRRIGATION SYSTEMS (Continued)
9. Provide the following cover crop information to demonstrate the reclaimed water will be applied at or below agronomic rates:
Cover Crop
Soil Series
% Slope
Nitrogen Uptake Rate
lbs/ac• r
Phosphorus Uptake
Rate lbs/ac r
Coastal Bermuda
Norfolk -Goldsboro-
Lynchburg Complexes
2-4
300
72
Annuual Rye Grass
Norfolk -Goldsboro-
Lynchburg Complexes
2-4
75
27
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: Previous agronomist report for
project site
b. Proposed nitrogen mineralization rate: 0
c. Proposed nitrogen volatilization rate: (as denitrification) 10% of 15 mg NO3 in reclaim water
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: 2,677,492 ft'
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 1,126,904 ft'
f. Minimum irrigation area from the water balance: 5,742,794 ft'
VILLOCATION INFORMATION FOR NON -CONJUNCTIVE UTILIZATION AREAS (other than irrigation)
1. Will reclaimed water be utilized for purposes other than irrigation? ❑ Yes or ® No If No, skip this Section.
2. Provide the following information for all other reclaimed water utilization sites (non -irrigation):
Site ID
Latitude a
Longitude a
Allowable Use
Waterbody
Stream Index No. b
Classification b
o , 11
o , „
o , 11
o , „
o , 11
o , „
o
o
o , 11
o , „
o , 11
o , „
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
O I 11
a. Level of accuracy? Select Method of measurement? Select Datum? Select
b. Instructions for determining the waterbody stream index number and its associated classification:
https://nedenr. s3. amazonaws. com/s3fs-public/W ater%2OQuality/Aquifer%2OProtection/LAU/Agreements/W SCA%2008-13.pdf
FORM: RWNC 06-16 Page 7 of 9

1AIIAINNIff11Y to] eto] 0ICIZI]IZy:/:1I►re1&09.1
1. Will the system be used to irrigate food chain crops? ❑ Yes or ® No
2. If Yes, please complete the flowchart below by checking the appropriate yes/no responses. If No, slip this Section.
Will the portion of the crop intended for
human consumption be peeled, skinned,
cooked, or thermally processed prior to
human consumption?
Yes
Type 1 reclaimed water
allowed pursuant to
NCAC 02U .0301(b)), for
direct or indirect contact
irrigation.
Will the irrigation activity result in the
direct contact of reclaimed water on
the portion of the crop intended for
human consumption (direct contact
irrigation)?
Yes
This activity is not allowed
without further study pursuant
to 15A NCAC 02U .1401(a)(5).
Lm
Type 2 reclaimed water
allowed pursuant to
15A NCAC 02U .0301(a), for
indirect contact irrigation.
3. What type of notification will be provided at the irrigation site(s) to inform the public about the use of reclaimed water in
accordance with 15A NCAC 02U .1401? Signs will be posted at each late (2 total) indicating that the site is being irritated with
reclaimed water and that it is not potable water for consumption. All gates to the site will be locked.
FORM: RWNC 06-16 Page 8 of 9

Professional Engineer's Certification:
I J. Clark Maness
> ,attest That this application for
the Mount olive wastewater Treatment Plant (wwTP) has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, 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 NC 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: oocusignea by:
S
c� o
VV6
o0000000000 °o
o � o °°OF�SS�Giji °0�9°
0 4 SEAL 0
0 0
0 047235 0
0 o o 0
o o 0
°°�NG I NE�o° 5`o o
°°O00000°o°o°
HO c/°O
°o A R K M P °°
°O0*00000000000°°
3/16/2023
Applicant's Certification (signing authority must he in collipliance with 15A NCAC 02T .0106):
I, Jammic Royal[ Tawn hlanaeer
(signing authority name —PLEASE PRINT) (title)
attest that this application for the Town of Mount Olive WWTP
(facility name)
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 under Rule 15A NCAC 02T .0105. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in
any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up tg $25,000 per violation.
Signature: , Date: "" 4 "
FORM: RWNC 06-16 Page 9 of 9