WQ0004967_Final Permit_20230220

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
February 20, 2023
MARK HOPPE — MANAGING MEMBER
ALLJUICE REALTY, LLC
ONE WESTBROOK CORPORATE CENTER, SUITE 330
WESTCHESTER, ILLINOIS 60514
Subject: Permit No. WQ0004967
A11Juice — Hendersonville WWTF
Wastewater Irrigation System
Henderson County
Dear Mr. Hoppe:
In accordance with your permit minor modification request received May 18, 2022, and subsequent
additional information received September 7, 2022, and January 3, 2023, we are forwarding herewith
Permit No. WQ0004967 dated February 20, 2023, to A11Juice Realty, LLC for the construction and
operation of the permitted modifications, as well as the continued operation of the existing wastewater
treatment and irrigation facilities.
The following modifications to the subject permit are as follows: the repair and realignment of the
wastewater effluent pipe discharging to the aeration lagoon, and the reconstruction of the aeration lagoon
to include reconfigured basin geometry, a dissipating inlet structure, and the installation of a high -density
polyethylene (HDPE) liner.
This permit shall be effective from the date of issuance through April 30, 2028, shall replace Permit
No. WQ0004967 issued December 29, 2021, and shall be subject to the conditions and limitations therein.
The Permittee shall submit a renewal application no later than November 2, 2027.
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.
The Division has removed the following permit conditions since the last permit issuance dated
December 29, 2021:
➢ Old Condition L1 —This condition has been met.
➢ Old Condition L2 — This condition has been met.
ME ��� North Carolina Department of Environmental Quality i Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CAROLINA
©eca.. or 919,707,9000

Mr. Mark Hoppe
February 20, 2023
Page 2 of 2
2021:
The following permit conditions are new since the last permit issuance dated December 29,
➢ Condition L1 — The Permittee is required to submit an Engineering Certification prior to
operation of the permitted modifications.
➢ Condition L2 — The Permittee is required to notify the Asheville Regional Office in advance of
completion of sludge and contact soil excavation for a closure inspection.
➢ Condition L3 — The Permittee is required to notify the Asheville Regional Office in advance of
initial operation of the modified facilities for a startup inspection.
➢ Condition L4 — The Permittee is required to install a gauge to monitor waste levels in the 0.8
million gallon (MG) aeration lagoon prior to operation.
➢ Condition L5 — The Permittee is required to submit a final Operation and Maintenance Plan
prior to operation of the modified facilities.
➢ Condition IL 11 — The setbacks have been revised for the modified 0.8 MG aeration lagoon.
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 Lauren Raup-Plummer at [phone] or
Lauren.Plummer(kncdenr.gov.
Sincerely,
DocuSigned by:
Naf l� ounat,l Tu"Wo
D1043082680C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Henderson County Health Department (Electronic Copy)
Asheville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Walter J. Dinicola, PE — Anchor QEA, LLC (Electronic Copy)
Patrick Beggs — Operator Certification Program (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
WASTEWATER IRRIGATION 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
A11Juice Realty, LLC
Henderson County
FOR THE
operation of a 20,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting of the:
continued operation and construction of. the repair and realignment of the approximately 360 linear feet
(LF) of 8-inch wastewater effluent pipe; installation of a dissipating inlet structure; conversion of the
existing 0.5 million gallon (MG) aeration lagoon into a 0.8 MG aeration lagoon with two 30 horsepower
(hp) mechanical aerators and a high -density polyethylene (HDPE) liner; and all associated piping, valves,
controls, and appurtenances; and the
continued operation o£ the headworks consisting of a coarse screen and sump which conveys the effluent
via gravity to the aeration lagoon; a gravity fed irrigation pump station with two 450 gallon per minute
(GPM) pumps; approximately 7.05 acres of spray irrigation area; and all associated piping, valves, controls,
and appurtenances;
to serve the A11Juice — Hendersonville WWTF, with no discharge of wastes to surface waters, pursuant to
the application received May 18, 2022, subsequent additional information received September 7, 2022, and
January 3, 2023, 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 April 30, 2028, shall replace Permit No.
WQ0004967 issued December 29, 2021, and shall be subject to the following conditions and limitations:
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 facility has been constructed in accordance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02T, 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.Reports&ncdenr.gov. [15A NCAC 02T .0116(a)]
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2. The Permittee shall notify the Asheville Regional Office, telephone number [phone], at least
two business days in advance of completion of sludge and contact soil excavation so that the Division
can conduct a closure inspection. [15A NCAC 02T .0108(b)(1)(B)]
3. The Permittee shall notify the Asheville 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)]
4. A gauge to monitor waste levels in the modified 0.8 MG aeration lagoon shall be installed prior to
operation. Caution shall be taken not to damage the integrity of any liner (if present) when installing a
gauge. [15A NCAC 02T .0108(b)(1)(B), 02T .0505(d)]
5. 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.gov. [15A NCAC
02T .0108(b)(1)(B), 02T .0507(a)]
6. The Permittee shall request renewal of this permit on Division -approved forms no later than November
2, 2027. [15A NCAC 02T .0105(b), 02T .0109]
II. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject non -discharge 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, or failure of the irrigation areas to assimilate the effluent, the Permittee
shall take immediate corrective actions, including Division required actions, such as the construction
of additional or replacement wastewater treatment or disposal 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 quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1)(A)]
5. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0108(b)(1)(A)]
6. Wastewater irrigation fields permitted prior to December 30, 1983 have a compliance boundary that is
either 500 feet from the wastewater irrigation area, or at the property boundary, whichever is closest to
the wastewater irrigation area. 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(e), 02L .0107(a), 02T .0105(h), G.S. 143-215.1(1),
G.S. 143-215.1(k)]
7. The review boundary is midway between the compliance boundary and the wastewater irrigation area.
Any exceedance of groundwater standards at or beyond the review boundary shall require preventative
action. [15A NCAC 02L .0108]
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8. 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)]
9. 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]
10. 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
Henderson 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.
[15A NCAC 02L .0107(f)]
11. The facilities herein were permitted per the following setbacks:
a. The facilities (excluding the 0.8 MG aeration lagoon) permitted herein have no setbacks. The
original permit (Permit No. 4041) pre -dates administrative code 15A NCAC 02H .02190), which
was effective October 1, 1987. Since no modifications or expansions have been made to the
originally permitted facility, the facility is still covered under the 15A NCAC 02H .0200 rules
effective February 1, 1976, which contain no setback requirements. [15A NCAC 02H .0200]
b. The aeration lagoon was modified February 20, 2023. The setbacks for storage and treatment units
originally permitted or modified on or after September 1, 2018 are as follows (all distances in feet):
I. Each habitable residence or place of assembly under separate ownership: 100'
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
' 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 02T .0506(b), 02T .0506(e), 02T .0506(f)]
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III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [15A NCAC
02T .0500]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include operational
functions, maintenance schedules, safety measures, and a spill response plan. [15A NCAC 02T
.0507(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]
4. 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 02T
.0507(b)]
5. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02T .0507(c)]
6. 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 02T .0505(x)]
7. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02T .0507(d)]
8. Only treated effluent from the A11Juice - Hendersonville WWTF shall be irrigated on the sites listed in
Attachment B. [15A NCAC 02T .0501]
9. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0507(e)]
10. The Permittee shall prohibit public access to the wastewater treatment, storage, and irrigation facilities.
[I5A NCAC 02T .0505(q)]
11. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [ 15A NCAC
02T .0508, 02T .1100].
12. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .05050)]
13. Freeboard in the 0.8 MG aeration lagoon shall not be less than two feet at anytime. [15A NCAC 02T
.0505(d)]
14. A gauge to monitor waste levels in the 0.8 MG aeration lagoon shall be provided. This gauge 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.
[I5A NCAC 02T .0507(f)]
15. 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 02T .0507(g)]
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16. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0507(d)]
IV. MONITORING AND REPORTING REQUIREMENTS
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 treated effluent 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 effluent irrigated. These records shall
include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of effluent 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.
[I5A NCAC 02T .0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 0.8 MG aeration lagoon shall
be measured to the nearest inch or tenth of afoot, 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)]
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 Conditions IV.S. 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
[I5A NCAC 02T .0105(l)]
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8. 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 02T .0508(b)]
9. 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. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[15A NCAC 02T .0507(h)]
10. Monitoring wells MW-2, MW-3, MW-5, MW-6, MW-7, MW-8, MW-9, and MW-10 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)]
11. 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)]
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for five
years, and shall be made available to the Division upon request. Each Standard Soil Fertility Analysis
shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[15A NCAC 02T .0108(c)]
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13. Noncompliance Notification:
The Permittee shall report to the Asheville 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 facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. 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 Asheville 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)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and irrigation facilities. [15A NCAC 02T .0507(i)]
2. The Permittee shall inspect the wastewater treatment and irrigation 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 02T
.0507(h), 02T .0507(i)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the wastewater treatment and irrigation 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)]
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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 Permittee 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
02T;
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;
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]
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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 20t" day of February 2023
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DocuSigned by:
Na aanat,� T�,o"Wo
D1043082680C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0004967
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Permit No. WQ0004967
A11Juice Realty, LLC
A11Juice — Hendersonville WWTF
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
Wastewater Irrigation System
February 20, 2023
Henderson County
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 02T, 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
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
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ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent
Permit Number: WQ0004967 Version: 4.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly Monthly
Average Geometric Mean Daily Minimum Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
4 x Year'
Grab
00940
Chloride (as Cl)
mg/L
3 x Year 2
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
4 x Year'
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
20,000
Continuous
Calculated
00610
Nitrogen, Ammonia Total (as N)
mg/L
4 x Year
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
4 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
4 x Year
Grab
00600
Nitrogen, Total (as N)
mg/L
4 x Year
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
4 x Year
Grab
70300
Solids, Total Dissolved — 180 °C
mg/L
3 x Year 2
Grab
00530
Solids, Total Suspended
mg/L
4 x Year'
Grab
1. 4 x Year monitoring shall be conducted in March, July, September, and November.
2. 3 x Year monitoring shall be conducted in March, July, and November.
WQ0004967 Version 4.1 Attachment A Page 1 of 2

PPI 002 - Surface Water Monitoring Station
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly Daily Minimum Daily Maximum
Geometric Mean
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
4 x Year'
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
4 x Year 1
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
4 x Year 1
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
4 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
4 x Year
Grab
00600
Nitrogen, Total (as N)
mg/L
4 x Year
Grab
00340
Oxygen Demand, Chem. (High Level) (COD)
mg/L
4 x Year 1
Grab
00665
Phosphorus, Total (as P)
mg/L
4 x Year'
Grab
1. 4 x Year monitoring shall be conducted in March, July, September, and November.
2. The Permittee is required to sample flowing or stagnate water at the surface water monitoring station. The field parameters Temperature, Specific Conductivity, Dissolved Oxygen, pH, and
Oxidation Reduction Potential shall be reported along with the NDMR form.
WQ0004967 Version 4.1 Attachment A Page 2 of 2

ATTACHMENT B — APPROVED LAND APPLICATION SITES AND LIMITATIONS
AllJuice Realty, LLC — AllJuice — Hendersonville WWTF
Permit Number: WQ0004967 Version: 4.1
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
AllJuice Realty, LLC
Henderson
35.349018'
-82.404243'
7.05
Hayesville Loam
01284 —Non-Discharge Application Rate
--
52
inches
Totals
7.05
WQ0004967 Version 4.1 Attachment B Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring Wells: MW-2, MW-3, MW-5, MW-6, MW-7, MW-8, MW-9, and MW-10
Permit Number: WQ0004967 Version: 4.1
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00310
BOD, 5-Day (20°C)
mg/L
3 x Year
Grab
1
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
1
01045
Iron, Total (as Fe)
0.3
mg/L
3 x Year
Grab
1
01055
Manganese, Total (as Mn)
0.05
mg/L
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
0625
Nitrogen, Kjeldahl Total (as N)
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1
00615
Nitrogen, Nitrite Total (as N)
1
mg/L
3 x Year
Grab
1
00340
Oxygen Demand, Chem. (High Level) (COD)
mg/L
3 x Year
Grab
1
00400
pH
6.5-8.5
su
3 x Year
Grab
1,2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
00929
Sodium, Total (as Na)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
GWVOC
Volatile Compounds (GW)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
1, 2, 3
1. 3 x Year monitoring shall be conducted in March, July, and November; Annual monitoring shall be conducted in November. All groundwater samples should be conducted using low -flow sampling
techniques to minimize in -well turbidity, and the field parameters Temperature, Specific Conductivity, Dissolved Oxygen, pH, and Oxidation Reduction Potential shall be reported along with the
GW-59 form.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
WQ0004967 Version 4.1 Attachment C Page 1 of 2

4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 gg/L or less
b. Standard Method 6210D, PQL at 0.5 Iug/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 gg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 gg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used shall meet the following qualifications:
a. A laboratory shall be DWR certified to run any method used.
b. The method used shall include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used shall provide a PQL of 0.5 Iug/L or less that shall be supported by laboratory proficiency studies as required by the DWR Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 gg/L shall be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Asheville Regional Office supervisor, telephone number [phone],
shall be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0004967 Version 4.1 Attachment C Page 2 of 2

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LEGEND: NOTES:
1. Aerial imagery from U.S. Department of Agriculture
Q Site Boundary Topographic Contours (2-Foot Interval) Facility Sample Locations National Aerial Imagery Program, 2018
2. Topographic contours from North Carolina Department of
Spray Irrigation Field Application Area A Ditch Analysis Sample Location Influent to Treatment Pond Transportation Lidar, 2007
Former Well House Septic System Embankment Breach Plant Effluent to Sump 3. Outfall 2 - This outfall is a roof drain for the facility. It also
accommodates the drainage from the pressure relief valve for
® Former Septic Field 0 Transducer Location V Pond Effluent the closed loop pipe chiller used for pasteurization. In the
past, the pressure relief valve was stuck open and allowed city
® New Septic Drain Field Groundwater Sample Locations Treatment Pond water to drain to outfall.
Q Site Building ® Monitoring Well
® Aerated Irrigation Lagoon ® Temporary Well
40- Drainage Ditch
0 0 150
--- Drainage to Outfall
— Streams Feet
Publish Date: 2019/12/16, 3:39 PM I User: alesueur
Filepath: \\orcas\gis\Jobs\AIIJuice_1762\MXD\2019_CorrectiveActionAssessment\AQFig02_AIIJuice_SampleLocationMap.mxd
kZANCHOR Figure 1
QEA Site Features and Sample Locations
Corrective Action Assessment Report
AIIJuice Realty, LLC, Hendersonville, North Carolina

(Modified wastewater lagoon) .
PROPOSED STORAGE PONDS
S, 1
1
IIII\\
EXISTING OUTLET STRUCTURE TO
REMAIN. REVISIONS TO EXISTING \ \
\
CONDITION MAY BE REQUIRED. 1 \ 1
CONTRACTOR TO COORDINATE WITH \ 1 1 \ \
A \ \ \
\
\\ I \
OWNER AND ENGINEER AFTER POND
IS DRAINED AND EXISTING
CONDITION CAN BE ASSESSED.
(Aerators)
2" PVC
\ II \\
(UNDERGROUND)
\\♦''s`� `� , �J
PROPOSED BERM
1 \ \ \ \ \ \
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CALL 1-800-632-4949
_ ANCHOR
QEA
PROPOSED DETENTION POND /
(Stormwater dry �`
detention pond) �\
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6" METAL PIPE v \ \ ♦\
INV IN: UNKNOWN ♦♦
INV OUT: 2178.1'
OPEN
MANHOLE
OLD CONCRETE TANK
(UNDERGROUND)
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I I PROPOSED DITCH CENTERLINE ,
\
PROPOSED STORAGE POND
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stormwater pond) ) I
I .....
..... ..............'.I_.....
PROPOSED DRY DETENTION POND
I I I I I I I N I I
BEGIN REPLACEMENT .""""""""""
PROPOSED BERM
......
I I I I I 1 11
...:
AND REALIGNMENT OF
8" PVC PIPE
- - - - - - - PROPOSED 8" DIA PVC PIPE
l/I I I I I 1
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(Influent t0 \
— —' — PROPOSED DITCH CENTERLINE
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® PROPOSED 15" DIA HDPE PIPE
TREATMEN T
T TO 2181,9'
�I III I I I i INFLU�rN INV IN:
a„ Pvc 217Z1'
1........
"/.'.'.'.'.'.'.'.'.
Grit Chamber
1 ouT:
...................
......................
......................
III 1 \ SEPTIC SYSTEM & 1 ...................
NOTES:
I \ ................
DRAIN FIELD ;
III I I 1 I 1 \ \
\
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1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
I I I 1 1
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I III 11 I I 124" RCP
ANCHOR QEA IN JANUARY 2021.
1111 1 IINV IN: 2175.1' \♦
1
IJ s�I 11j I INV OUT: 2175.0' ...........
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), U.S.
I
1 ""
I
. . . . .
SURVEY FEET
1 1 \
3. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 U.S. SURVEY FEET
(NAVD88),
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
DRY DETENTION POND d
1 1
APPROXIMATE CONTRACTOR SHALL VERIFY THE
♦ OUTLET STRUCTURE AND
COS \ ��
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
OUTLET PIPE
\
BEGINNING EXCAVATION.
(Effluent from II
i i
stormwater pond) , \
LLl ♦ 'Ile
OLD METAL TANK
(ABOVE GROUND) NORTH
0 20 40
SCALE IN FEET
DESIGN DEVELOPMENT SET
............. ................ .........
7010612027 NOT FOR CONSTRUCTION
......
REVISIONS POND MODIFCATION AND WASTEWATER
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REV DATE I BY APPD DESCRIPTION DESIGNED BY: A.BARAT000I&C.PATTERSON SYSTEM IMPROVEMENTS PROJECT Figure 2
DRAWN BY: P. SCIABA
CHECKED BY: S. STAVINOHA ALLJUICE FOOD & BEVERAGE CO.
APPROVED BY: S. STAVINOHA
SCALE: AS NOTED PROPOSED CONDITIONS PLAN
DATE: OCTOBER 6, 2021 SHEET# 4 OF %

r
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SURFACE WATER / \
SETBACK (100') 240' %,
,
,
,
,
\ SPRAY FIELD
,
,
APPLICATION AREA I
BUILDING �
FOUNDATION I
\ SETBACK (15')
7
,
\ � 45',
1
, I,
i
,
,
,
, I
SURFACE WATER\, �
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SETBACK (SO') � I - 1
ALLJUICE FOOD
260' \ �1 & BEVERAGE CO.
, � I
I
SURFACE WATER
SAMPLE LOCATION
v J&J
i PRODUCE
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0
LEGEND:
PROPOSED STORAGE POND
PROPOSED DRY DETENTION POND
PROPOSED BERM
- SITE BOUNDARY
�>{ Q SURFACE WATER SAMPLE LOCATION
tiJ NOTES:
BEFORE YOU DIG
CALL 1-800-632-4949
ryegk,, NC. ONE CALL CENTER
CaOeam,ep„aq. ITS THE LAW'
ANCHOR
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REVISIONS
DESIGNED BY: R. ROBERTSON
DRAWN BY. P. SCIABA
CHECKED BY: R. COUPE
APPROVED BY: W. DINICOLA
SCALE: AS NOTED
DATE: SEPTEMBER 7, 2022
REV
DATE
BY
APP'D
DESCRIPTION
1. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), U.S.
SURVEY FEET
2. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), U.S. SURVEY FEET
3, AERIAL IMAGE BING MAPS 2021.
4, AS NOTED IN SECTION 11.11 NOTE 1 OF THE EXISTING
PERMIT (W00004967), THIS FACILITY WAS ORIGINALLY
PERMITTED ON NOVEMBER 2, 1979, NO BUFFERS OR
SETBACKS WERE IN PLACE AT THAT TIME, AND SITE
OBSERVATION HAS REVEALED THAT THE PROPOSED
STORAGE POND AND SPRAY IRRIGATION DO NOT
MEET THE SETBACKS ESTABLISHED FOR PROPERTY
LINES AND NEIGHBORING RESIDENCES. THE FACILITIES
ORIGINALLY PERMITTED WILL BE HELD TO THE INITIAL
CONDITIONS.
5. SETBACKS FOR SURFACE WATER FEATURES AND
BUILDING FOUNDATIONS ARE SHOWN. OTHER
FEATURES FOR WHICH SETBACK CONDITIONS ARE
SPECIFIED IN 15A NCAC 02T .0500 (WITH THE
EXCEPTION OF THE PROPERTY LINE) "AND
NEIGHBORING RESIDENCES SETBACKS AS DESCRIBED IN
NOTE 4" DO NOT EXIST FOR THE PROJECT AREA AND
ARE THEREFORE NOT SHOWN.
0
NORTH
0 120 240
SCALE IN FEET
0910712022 FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
POND MODIFCATION AND WASTEWATER
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SYSTEM IMPROVEMENTS PROJECT Figure 3
ALLJUICE FOOD & BEVERAGE CO.
SITE SETBACKS
SHEET# 8 OF 8