WQ0004967_More Information Received_20220907

Initial Review
Reviewer
Thornburg, Nathaniel D
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) * WQ0004967
Applicant/Permittee AIIJuice Realty, LLC
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* Chuck Pippin
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*
8287710378
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.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Perm it Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0004967
Has Current Existing permit number
Applicant/Permittee Address*
1 Westbrook Corporate Center, Westchester, Illinois 60514
Facility Name*
AIIJuice WWTF
Please provide comments/notes on your current submittal below.
Attention: Lauren Raup-Plummer
AIIJuice Realty Wastewater Irrigation Systems WWIS 06-16 Application
Response to Additional Information Request
Application No. WQ0004967
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.)
2022-0907 DEQ RAI Responses AIIJuice Permit
19.4MB
Modification WQ0004967.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, NC 27699-1617

Signature
Submission Date 9/7/2022

Transmittal
To: North Carolina Department of
Environmental Quality,
Division Of Water Resources:
Water Quality Permitting Section
Non -Discharge Permitting Unit
Anchor QEA of North Carolina, PLLC ANCHOR
231 Haywood Street
Asheville, North Carolina 28801 QEA
828.281.3350
September 7, 2022
From: Chuck Pippin
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina, 28801
On Behalf of: AIIJuice Realty, LLC
1617 Mail Service Center 352 Jet Street
Raleigh, North Carolina 27699-1617 Hendersonville, North Carolina 28792
Cc: Mark Hoppe, AIIJuice Realty LLC
Renee Robertson, Anchor QEA LLC
AIIJuice Realty Wastewater Irrigation Systems WWIS 06-16 Application
Re: Response to Additional Information Request
Permit No. WQ0004967
Description of Submittal
Response to Request for Additional Information and revised WWIS-0616 Permit Modification
Application and revised supporting documents, submitted via email

Anchor QEA of North Carolina, PLLC ANCHOR
231 Haywood Street
Asheville, North Carolina 28801 QEA
828.281.3350
September 7, 2022
Lauren Raup-Plummer
North Carolina Department of Environmental Quality (NCDEQ)
Division of Water Resources
Water Quality Permitting Section Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: AIIJuice Realty Wastewater Irrigation Systems WWIS 06-16 Application
Response to Additional Information Request
Application No. WQ0004967
Dear Ms. Plummer,
Anchor QEA received the Additional Information Request in regard to Application No. WQ0004967,
on August 8, 2022. The additional information request reviewed and Anchor QEA has prepared
responses to each item and has updated the permit modification package to reflect these changes.
Below is our response to the additional information request.
Application (WWIS 06-16):
7. Section IV.4. regarding the status of applicable permits and certifications was left blank. Please note
that the Non -Discharge Branch does not issue permits for stormwater management. Is a stormwater
permit being obtained for the proposed dry detention pond and associated stormwater features?
Response: A Land Disturbance or Stormwater Permit is not required by the City of Hendersonville
due to the disturbed limits for construction. All stormwater measures including the proposed dry
detention pond have been designed per City requirements. The basin will be inspected and
maintained on a regular basis coinciding with the storage pond inspections.
The proposed dry detention pond was added by the owner and designer to prevent runoff from the
application fields and discharge from the facility roof drains from being conveyed via the ditch to the
off -site surface water feature, Wolfpen Creek. Ditch monitoring data shows that run-off from the
application fields only enters the ditch during extreme rainfall events (April 2020 Corrective Action
Assessment Report). The roof drain that discharges to the ditch in the vicinity of the storage pond,
provides the flow in the ditch during most rain events. This water flows through an area of the ditch
that has been impacted by a past septic system failure and carries dissolved nutrients from this area
toward Wolfpen Creek. The purpose of the proposed dry detention pond is to capture stormwater
from the portion of the ditch that is adjacent to the pond and will allow it to infiltrate rather than

September 7, 2022
Page 2
being conveyed to Wolfpen Creek. The vegetative cover that will line the retention pond will be
similar to what is in the application field and should provide adequate uptake of potential nutrients.
2. The wastewater flow table in Section IV.7 lists the wastewater treatment and processing facility and
the on -site septic system. Our understanding is that the on -site septic system processes domestic
wastewater generated at the A(Uuice facility, and that this waste stream is separate from the industrial
wastewater treatment process served by the aeration lagoon and this Non -Discharge permit. Please
provide clarification and revise the table to only include wastewater flows through the non -discharge
facility, if necessary.
Response: The table has been revised to include only wastewater flows through the non -discharge
facility.
3. In Section V. 7 Wastewater Treatment Facility Design Criteria, the influent and effluent concentrations
are nearly identical. Additionally, these values do not appear to correspond the 'Influent" and "Effluent"
samples provided within the lab results portion of the submittal package. Are the values in the
application referring to the influent concentrations entering the aeration lagoon from the treatment
plant and the effluent concentrations exiting the aeration lagoon to the irrigation fields? Please clarify.
Response: The aeration lagoon (proposed storage pond) is not intended for wastewater treatment.
Therefore, it is assumed that influent (water entering the pond) and effluent (water applied to fields)
characteristics are relatively similar on a daily basis. The effluent values shown in Section V.1 were
taken from the Agronomic Evaluation performed by Nutter and Associates. The influent values have
been updated to reflect the values measured during the December 2017 sampling event, which is
included in Section P — Wastewater Chemical Analysis Results. More recent (July 2019) samples have
been added to Section P, which also provide influent and effluent concentration data; however, the
analytes list for the 2019 data is slightly different than that represented in Section V.1. For this
reason, the 2017 data is presented.
4. Section V. 77.a lists a grit chamber as being part of the facility with a plan reference to Sheet CO 7.
Sheet CO does not include a callout for the 'grit chamber". Is the grit chamber represented as the
"Wastewater Discharge Sump With Screen" feature called out behind the main A(Uuice building?
Additionally, a grit chamber is not currently listed in the existing permit's facility description (Permit
Version 4.0, issued December 29, 2027), and it is unclear whether the grit chamber is part of the
original treatment facility or a more recent addition. Please provide additional information regarding
the grit chamber.
Response: There is not a grit chamber associated with the facility. Section V.11.a should read "Coarse
Screen". The application has been corrected.

September 7, 2022
Page 3
5. Please address the following questions regarding the aeration lagoon modifications:
a. The proposed volume of the redesigned aeration lagoon is listed at 800,000 gallons in Section V. 7 7.b.
and V1.72 of the application. Does this include both the redesigned aeration lagoon volume and the dry
detention pond volume? Please note that the existing permit lists the original lagoon as 500,000
gallons for the combined footprint. Please confirm the proposed aeration lagoon volume and revise, if
necessary.
Response: The total volume of the aeration lagoon (proposed storage pond) is 800,000 gallons. This
volume does not include the volume of the proposed dry detention pond.
b. Section V1.3 lists that a discharge point in the form of a pipe or spillway is proposed. Is this referring
to the irrigation pump station piping? The provided engineering plans only depict a spillway on the
proposed dry detention pond. Please clarify and/or revise.
Response: Yes, it was referring to the pipe to the pump station. Please see revised application.
c. Section V1.5 indicates that the impoundment is designed to receive surface runoff, is this referring to
the proposed stormwater influent ditch and the dry detention pond? Please clarify.
Response: The impoundment is not designed to receive runoff. Please see revised application.
d. Additionally, the total volume and effective volume values are both listed as 798,355 gallons. The
total volume shall be the volume from the impoundment bottom to the top of berm. The effective
volume shall be the volume between the two -foot freeboard elevation and the: (7) pump intake pipe
elevation; (2) impoundment bottom elevation; or (3) mean seasonable high water table, whichever is
closest to the two foot free board elevation. Please revise.
Response: The effective volume has been revised.
e. The effective storage time is listed as 2 to 5 days. With a total volume of nearly 800,000 gallons and
an incoming flow of 20,000 gallons per day, it is unclear how only 2 to 5 days of effective storage are
available. Please provide the calculations for the effective storage time.
Response: The effective storage time listed on the application was for the proposed dry detention
pond and was an error. The aeration lagoon (proposed storage pond) was designed to hold a
minimum of 14 days of wastewater effluent and stormwater from the facility.
H. Water Balance:
1. The provided water balance does not appear to meet the requirements of 75A NCAC 02T .0504(k)
and the Non -Discharge Branch "Water Balance Calculation Policy" guidance document. Please provide
a water balance that meets these requirements, and please provide calculated values indicating the

September 7, 2022 Page 4
number of days of storage required – and provided – using the existing irrigation system and proposed
redesigned aeration lagoon parameters.
Response: A water balance diagram has been added to Section H – Water Balance, which shows the
calculated volumes. The aeration lagoon (proposed storage pond) volumes shown were calculated
using CAD with the proposed dimensions of the lagoon shown in the Engineering Plans. The
provided water balance diagram shows a minimum of 14 days volume of full production without
irrigation is provided with the redesigned lagoon. The calculations associated with the aeration
lagoon (proposed storage pond) provided in Section K – Engineering Calculations have also been
updated.
I. Engineering Plans:
1. Engineering plans must be signed, sealed, and dated by a North Carolina licensed Professional
Engineer in good standing. Additionally, the plans shall represent a completed design and not be
labelled with preliminary phrases (e.g, FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.). However,
the plans may be labeled with the phrase: FINAL DESIGN – NOT RELEASD FOR CONSTRUCTION.
Please review and revise the engineering plans to meet the requirements of G.S. 89C and 15A NCAC
02T .0504(c)(1).
Response: Please see the revised engineering plans.
2. The provided plan sheets did not depict the 15A NCAC 02T .0506(b) setback requirements. Please
revise.
Response: Please see the revised engineering plans Sheet C06.
3. Sheet C01 depicts three “pond aerator” features within the existing footprint that appear to be
unchanged throughout the Plan Set. The application and existing permit indicate that there are only
two pond aerators installed. Please review and revise the plan sheets, showing both the existing
aeration lagoon configuration and the proposed configuration for the aerators in the redesigned
aeration lagoon.
Response: There are currently 2 aerators and 1 proposed aerator for the redesigned lagoon
(proposed storage pond). Please see the revised engineering plans (Sheets 02 and 03) for existing
and proposed configurations.
4. On Sheet C02, the damaged lagoon influent pipe is proposed to be replaced with the alignment
modified to better suit the redesigned aeration lagoon. A profile view of the proposed pipe realignment
was not provided, and it is unclear what method of abandonment/removal is being proposed for the
existing pipe. If the existing pipe is to be cut and capped, then this should be clearly depicted within the
September 7, 2022
Page 5
plans. Please review and revise as needed, providing a profile view and appropriate details for the
aeration lagoon influent pipe repairs and modifications.
Response: Please see the revised engineering plans Sheet CO2.
5. Please provide detail drawings of the aeration lagoon influent pipe inlet structure and outlet
structure. A call -out on Sheet CO2 indicates that the outlet structure is to be preserved; however, it is
unclear what elevation the current outlet is set at and where that is relative to the redesigned aeration
lagoon geometry. No information was provided for the realigned inlet piping and associated structure.
Please provide a detail drawing, the designed inlet elevation, and any material requirements or energy
dissipation measures that are proposed for the redesigned aeration lagoon's inlet structure.
Response: It has been determined that there is not an outlet structure at the location shown in the
plans. There is only the pump intake pipe with an invert elevation at 2174 feet. The influent pipe was
revised as detailed in question 4. A fitting to dissipate water will be installed at the end of the
aeration lagoon (proposed storage pond) influent pipe. See Sheet C05 of the revised engineering
plans.
6. Sheet C04 depicts the proposed grading cross -sections for the dry detention pond and the redesigned
aeration lagoon. The cross -sections for the proposed aeration lagoon include a call -out for the
excavation of sludge and 6" of soil from the existing lagoon bottom. In the depicted footprint for the dry
detention pond (Cross-section C-C), it is only indicated that the contractor shall fill to proposed grade
with suitable soil. Sludge and contact material (the upper 6" of soil from the existing lagoon bottom)
are to be excavated from the entirety of the existing aeration lagoon footprint. Please revise, or
otherwise clarify, that this material is to be removed throughout the project extents.
Response: Sludge is to be removed from the project extents. Please see the revised engineering
plans Sheet C04.
7. The proposed freeboard elevations were not depicted on the plan view or cross -sections for the
redesigned aeration lagoon. Pursuant to 15A NCAC 02T .0505(d), all open -atmosphere treatment
lagoons and ponds and open -atmosphere storage units shall have at least two feet of freeboard. Please
revise and clearly depict the designed freeboard elevations.
Response: Please see the revised engineering plans for freeboard elevation on Sheet C04.
8. The proposed construction areas are adjacent to several of the existing monitoring wells. Please
include notes on the plans regarding protection of the monitoring wells and any other nearby
structures that are to remain.
Response: Please see the revised engineering plans Sheets CO2 and CO3.

September 7, 2022
Page 6
J. Specifications:
1. Engineering specifications must be signed, sealed, and dated by a North Carolina licensed
Professional Engineer in good standing. Please review and revise. (G.S. 89C, 75A NCAC 02T .0504(c)(2)]
Response: Please see revised engineering specifications.
2. Specifications were not provided regarding the sludge stockpile requirements. Will the sludge
stockpile area include a liner to prevent leachate infiltrating the subsurface? Will precipitation be
directed away from the sludge stockpile area to reduce possible migration of potential contaminants of
concern into the facility's stormwater management system? Please provide additional information.
Response: Language has been added to specification section 31 23 10 — Earthwork and Point
Construction Part 1.04.A.2.h to address the sludge stockpile requirements.
3. Within Section 21 23 10, Subpart 3.02 Pond Excavation lists that the Contractor shall construct the
ponds and berms (Item C) prior to excavating sludge and contact soils from the treatment lagoon area
(Item D). Please review and revise.
Response: The specification section has been revised to indicate that the sludge shall be removed
prior to the construction of the ponds and berms.
4. Within Section 33 05 05 — Buried Piping Installation, it is unclear whether the proposed piping will be
color -coded to indicate that the installed utility is wastewater (or stormwater). Please clarify and revise.
Response: The specification was revised to include wastewater pipe identification.
5. On Page 4 of Section 33 05 05 — Buried Piping Installation the Pipe Leak Test subpart mentions that
hydrostatic testing is to be performed; however, the leakage formula, allowable limits, or method
standard were not provided. Will leakage for polyvinyl chloride (PVC) pipe be in accordance with
AWWA C605 "Underground Installation of Polyvinyl Chloride (PVC) and Molecularly Oriented Polyvinyl
Chloride (PVCO) Pressure Pipe and Fittings" or a comparable standard? Please provide the leakage
formula, and revise or clarify this section as needed.
Response: The specification was revised to include leak testing will be performed in accordance with
AWWA C605 "Underground Installation of Polyvinyl Chloride (PVC) and Molecularly Oriented
Polyvinyl Chloride (PVCO) Pressure Pipe and Fittings.
K. Engineering Calculations:
1. Engineering design calculations must be signed, sealed, and dated by a North Carolina licensed
Professional Engineer in good standing. Please review and revise. (G.S. 89C, 75A NCAC 02T .0504(c)(3)]
Response: Please see revised engineering calculations.

September 7, 2022
Page 7
2. Proof of concept calculations were provided for the redesigned aeration lagoon volumes which
utilized a square base assumption. A second set of calculations went into finer detail for the dry
detention pond using what appears to be a trapezoidal prism concept. The bottom of the redesigned
aeration lagoon appears to be more suited to a trapezoidal base. It is unclear whether a final designed
aeration lagoon volume was determined. Is there a reason that techniques such as GIS or CAD
modelling were not used to produce a final aeration lagoon volume? Please provide the final designed
lagoon volume that corresponds to the Engineering Plan Set.
Response: The final proposed storage pond volume was verified in CAD. Please see response to 5a
under the Application (WWIS 06-16) section.
L. Site Map:
1. Please update "Figure 2, Site Features and Sample Locations" to include the surface water monitoring
station. This is a requirement of the existing permit Condition I.2.
Response: Please see revised engineering plans Sheet C06.
N. Operation & Maintenance Plan:
1. The provided section discussing maintenance of the irrigation fields was brief, referencing a plan
developed by Nutter and Associates, Inc. Is this plan the document titled "Vegetation Management
Guidelines" that was attached to the Agronomic Evaluation" by Nutter and Associates, Inc. dated
October 2079? If so, please incorporate this document into the Operation and Maintenance Plan
document.
Response: Relevant details from the Vegetation Management Guidelines provided by Nutter and
Associates have been added to the Operation and Maintenance Plan.
O. Residuals Management Plan:
1. The Section titled "Residuals Disposal Plan" indicates that accumulated sediment and residuals in the
aeration lagoon have not been removed during the 30+ years of facility operation. The proposed
permit modifications will require the removal of the accumulated sediment and residuals from the
pond; however, the procedure outlined in the Engineering Plans and Specifications differ from the
procedure described within this section. The Residuals Management Plan specifies that a baffled roll -off
with removable tarp be brought on -site to remove sediment that is suctioned from the pond. This is
appropriate for conditions where the lagoon has not been dewatered; however, the Specifications
indicate that the pond is to be dewatered prior to removal of sludge and contact soils. The removal
activities proposed for the modifications should also be reflected in the Residuals Management Plan.
Please provide a section within the Residuals Management Plan that addresses residuals management
during the construction of the redesigned aeration lagoon and dry detention pond.

September 7, 2022
Page 8
Response: The Residuals Disposal Plan has been revised to include a section on managing residuals
during construction of the redesigned aeration lagoon and proposed dry detention pond.
If there are any further questions or required information for follow-up, please contact Chuck Pippin
at 828.771.0378. Thank you and we anticipate a positive response granting approval to AIIJuice
Realty, LLC.
Sincerely,
Senior Managing Geologist
Anchor QEA of NC, PLLC
Attachments:
Wastewater Irrigation System Form 06-16 - Revised
Section H — Water Balance - Revised
Section I — Engineering Plans - Revised
Section J — Specifications
Revised Earthwork and Pond Calculation
Revised Buried Piping Installation
Section K — Engineering Calculations - Revised
Section N — Operations and Maintenance Plan - Revised
Section O — Residual Management Plan — Revised
Section P - Wastewater Chemical Analysis Results - Revised

Wastewater Irrigation System Form 06-16 -
Revised

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
® If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504(f), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation (All Application Packages that include new irrigation sites):
❑ Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation Policy, submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Provide all soil boring logs performed at the site.
❑ Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
➢ Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
❑ A minimum of three KSAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
❑ All KSAT tests shall be conducted in areas representative of the site.
❑ All KSAT tests shall be run until steady-state equilibrium has been achieved.
❑ All collected KSAT data shall be submitted, including copies of field worksheets showing all collected readings.
❑ Submit a soil profile description for each KSAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
❑ A brief summary of each map unit and its composition and identification of minor contrasting soils.
❑ Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
❑ Seasonal irrigation restrictions, if appropriate.
❑ Identification of areas not suitable for wastewater irrigation.
❑ Recommended geometric mean KSAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation, review
of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
❑ Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KSAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement shall
be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
® Per 15A NCAC 02T .0504(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 designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
® Historical site consideration, soil binding and plant uptake of phosphorus.
® Seasonal irrigation restrictions, if appropriate.
® A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
® Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the Hydrogeologic Investigation and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, 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 the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and 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.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
® Per 15A NCAC 02T .0504(k) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month.
❑ Precipitation based on the 80r' 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 KswT 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 groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
I. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® 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.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional En ie neer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, 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.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, and shall include at a minimum:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.I. were determined.
❑ Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
® Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(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 Surveyor, and shall include at a minimum:
® A scaled map of the 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 wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
❑ Per 15A NCAC 02T .0505(1), submit documentation of power reliability that shall consist of at a minimum:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and rcmcdiate.
® Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02T .0504(i) and .0508, submit a Residuals Management Plan that shall include at a minimum:
® A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, treated, and disposed.
® An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
® A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A NCAC 02T .0504(i), a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0I 15(a)(1) and .0504 , provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01 C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
® Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
❑ Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
® Per 15A NCAC 02T .0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
® Ammonia Nitrogen (NH3-N) ® Nitrate Nitrogen (NOs-N) ❑ Total Organic Carbon
® Calcium ® pH ® Total Phosphorus
® Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
® Chloride ® Sodium ® Total Volatile Organic Compounds
® Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
® 5-day Biochemical Oxygen Demand (BOD5) ® Total Dissolved Solids
® Magnesium ® Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Deliverv:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM: WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: A11Juice Realty, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Mark Hoene per 15A NCAC 02T .0106(b) Title: Managing Member
4. Applicant's mailing address: 1 Westbrook Corporate Ctr, IL 60154
City: Westchester State: Illinois Zip: 60514-
5. Applicant's contact information:
Phone number: [phone] Email Address: rbarr(a)Ipbsystems.com (contact: Robert P. Barr)
II. FACILITY INFORMATION:
1. Facility name: A11Juice Realty LLC
2. Facility status: Existing
3. Facility type: Major (> 10,000 GPD or > 300 disposal acres)
4. Facility's physical address: 352 Jet Street
City: Hendersonville State: NC Zip: 28792-8 County: Henderson
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.34529' Longitude:-82.401482'
Datum: NAD83 Level of accuracy: Nearest degree Method of measurement: Address matching
6. USGS Map Name: USGS US Topo 7.5-minute map for Hendersonville, NC 2019
III. CONSULTANT INFORMATION:
1. Professional Engineer: Walter Dinicola License Number: 044681 Firm: Anchor OEA, LLC
Mailing address: 231 Haywood Street
City: Asheville State: NC
Zip: 28801-
Phone number: [phone]
Email Address: [e-mail]
2. Soil Scientist: n/a
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: () -
Email Address:
3. Geologist: n/a
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) =
Email Address:
4. Agronomist: Lane Rivenbark
Firm: Nutter & Associates, Inc.
Mailing address: 304 New Leicester Highway, Suite B
City: Asheville State: NC
Zip: 28806-
Phone number: ( ) -
Email Address: [e-mail]
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ0004967 and most recent issuance date: April 27, 2017
2. Application fee: $0 - Standard - Minor Modification
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ® No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System(Q > 200,000 GPD)
Dam Safety
Erosion & Sedimentation Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer System
Stormwater Management Plan
Wetlands 401
Other:
5. What is the wastewater type? ❑ Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ® Yes or ❑ No
Has a wastewater chemical analysis been submitted? ® Yes or ❑ No
6. Wastewater flow: 20,000 GPD
Limited by: ❑ Treatment, ® Storage, ® Field Hydraulics, ® Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes or ® No
Establishment Type
Daily Design Flow a
No. of Units
Flow
Wastewater treatment and processing facility
10000 gal/DAY
1
5,493 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5,493 GPD
a See 15A NCAC 02T .0114(b), (d), (e (1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 2129.7 feet mean sea level. Source: FEMA FIRM Panels
Are any treatment, storage or irrigation facilities located within the 100-year flood plain? ❑ Yes or ® No
Iy If yes, which facilities are affected and what measures are being taken to protect them against flooding?
If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part V ❑ Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ❑ Yes or ® No
10. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
MW-1
Inactive
35.3486580
-82.405222"
Down Gradient
Inside Field
MW-2
Active
35.3473830
-82.404972"
Down Gradient
Inside Field
MW-3
Active
35.3486910
-82.402978"
Down Gradient
Inside Field
MW-4
Permanently Abandone
- . 0Down
Gradient
Inside Field
MW-5
Active
35.349382°
-82.4052450
Up Gradient
Inside Field
MW-6
Active
35.3476080
-82.4043370
Down Gradient
Inside Field
MW-7
Active
35.3478370
-82.4051140
Down Gradient
Inside Field
MW-8
Active
35.3493350
-82.4031660
Down Gradient
Inside Field
MW-9
Active
35.3485630
-82.4054310
Down Gradient
Inside Field
MW-10
Active
35.3482750
-82.4045640
Down Gradient
Inside Field
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: UnknownMethod of measurement: Geodetic quality GPS survey
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
❑ Yes, ❑No or ®N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ❑No or ®N/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
0 mg/L
3 mg/L
Biochemical Oxygen Demand (BOD5)
1,060 mg/L
800 mg/L
Fecal Coliforms
150 per 100 mL
Nitrate Nitrogen (NO3-N)
0.2 mg/L
1 mg/L
Nitrite Nitrogen (NO2-N)
0 mg/L
1 mg/L
Total Kjeldahl Nitrogen
25 mg/L
Total Nitrogen
1.3 mg/L
26 mg/L
Total Phosphorus
0.45 mg/L
3 mg/L
Total Suspended Solids (TSS)
9.7 mg/L
800 mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ® No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
4. Are multiple pumps provided wherever pumps are used? ❑ Yes or ® No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
❑ Automatically activated standby power supply onsite capable of powering all essential treatment units; or
® Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ® N/A
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided? 30
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Fencing and
signage
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ® N/A — To be permitted
separately, or ® N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ® N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
S acin s (in)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Coarse Screen
1
Concrete
1 F x 7'
CO1
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Aeration Basin
1
Eathern Pond
—220' x 190'
—800,000
CO2
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps
per bank: and maximum disinfection capacity: GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)Reference
Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
Next to proposed
storage pond
2
Field application of
proposed storage
and effluent
450
f. BLOWERS
Location
No. of
No.
Units Served
Manufacturer /
T e
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
h
Plan Sheet
Reference
Specification
Reference
Proposed pond
2
Proposed storage
pond
E.P.I. Aerators
30
CO1
h. RECORDING DEVICES & RELIABILITY
Device
No. of
Units
Location
Manufacturer
Maximum
Capacity
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet
Reference
Specification
Reference
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 irrigation during rain
events
FORM: WWIS 06-16 Page 7 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Effluent Storage
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 35.347413' Longitude:-82.404691'
Datum: NAD83 Level of accuracy: Nearest degree Method of measurement: Map interpretation by extraction
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ® No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ® No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ® No
If yes, what is the drainage area? W, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?: Anchors into riprap
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ® Yes or ❑ No
If yes, 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
8. What is the depth to bedrock from the earthen impoundment bottom elevation? >4 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 10-7 cm/s? ❑ Yes, or ® N/A
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
9. 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.)? n/a
10. If applicable, provide the specification page references for the liner installation and testing requirements: Section N
11. 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
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Clay
®Synthetic
Top of embankment elevation:
2179 ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
1.0 x 10 -6 cm/s
Freeboard elevation:
2177 ft
Hazard class:
Low
Toe of slope elevation:
2168 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
2167 ft
Total volume:
106,724 ft'
798,355 gallons
Mean seasonal high water table depth:
ft
Effective volume:
39,420 ft3
294,882 gallons
Embankment slope:
3: 1
Effective storage time:
14 days
Top of dam water surface area:
18,796 ft2
Plan Sheet Reference:
"Proposed Storage Pond" on
CO2 to C04
Freeboard elevation water surface area:
13,002 ft2
Specification Section:
Bottom of impoundment surface area:
4327.5 ft2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 8 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area: > 1 ft
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
irrigation area? ® Yes or ❑ No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified? Yes
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Fields within
Recommended
Recommended
Annual /Seasonal
If Seasonal, list
Soil Series
Soil Series
Loading Rate
Loading Rate
Loading
appropriate
in/hr
in/ r
months
Hayesville Loam
Fescue Hay
38
38 (actual is 19)
Seasonal
Early Spring, Late
Summer -early Fall
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system? Fencingand nd si ngnage
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VII.8.? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(1)?
7. Provide the required cover crop information and demonstrate the effluent 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
Tall Fescue
Hayesville
2-8
232
448
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: Agronomist report
b. Proposed nitrogen mineralization rate: 30%
c. Proposed nitrogen volatilization rate: 50%
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: 304,920 ftZ
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 304,920 ftZ
f. Minimum irrigation area from the water balance: 304,920 ftZ
FORM: WWIS 06-16 Page 9 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Loading
Rate
(in/hr)
Designed
Loading
Rate
(in/ r
Latitude a
Longitude'
Waterbody
Stream Index
NO b
Classification
1
7.05
Hayesville Loam
52
35.34900
-82.40420
6-55-11-13
WOLFPEN
CREEK
C
o
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
7.05
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest degree Method of measurement:
Address matching
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: http:Hdeq.nc.gov/about/divisions/water-resources/planning/classification-standards/classifications
FORM: WWIS 06-16 Page 10 of 12

Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
ft2
Nozzle wetted area:
ftZ
Distance between laterals:
ft
Nozzle capacity:
GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
/
Emitter capacity:
GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
/
Specification Section:
Elevation of highest emitter:
ft
Specification Section:
VIII. SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 0213.0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .0506 b ? ❑ Yes or ® No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation
System
Treatment /
�Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
N/A
Any private or public water supply source
N/A
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
250'
375'
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
95', 30'
Any well with exception of monitoring wells
N/A
N/A
Any property line
N/A
N/A
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
N/A
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
N/A
Any building foundation or basement
200', 300'
Impounded public water supplies
N/A
Public shallow groundwater supply (less than 50 feet deep)
N/A
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ® Yes or ❑ No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
FORM: WWIS 06-16 Page 11 of 12

Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
(monthly average)
(daily maximum
Ammonia Nitrogen (NH3-N)
<50 mg/L
26 mg/L
26 mg/L
Biochemical Oxygen Demand
1.06 mg/L
800 mg/L
1,173 mg/L
BODs
Fecal Coliforms
none per 100 mL
N/A per 100 mL
Total Suspended Solids (TSS)
0.0097 mg/L
800 mg/L
3,100 mg/L
Turbidity
N/A NTU
FORM: WWIS 06-16 Page 12 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(a)? ❑ Yes or ® No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .0103(16), essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑ Ycs or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404(Q)(7), how much green area is provided? ftZ
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the sprairrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 06-16 Page 13 of 12

Professional Engineer's Certification:
I,
(Professional Engineer's name from Application Item III.1.)
(Facility name from Application Item II.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Signed Signature Page to
follow under Separate
Submittal
Applicant's Certification per 15A NCAC 02T .0106(b):
I, attest that this application for
(Signature Authority's name & title from Application Item I.3.)
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: WWIS 06-16 Page 14 of 12

Section H — Water Balance - Revised

Permit Section H: Water Balance Calculations
Water Balance
To fulfill the requirements of General Section H, preliminary water balance calculations were
performed by Anchor QEA on behalf of AIIJuice.
The wastewater exiting the treatment facility, following initial pH adjustment, is piped to the
wastewater storage pond. Inflows to the wastewater lagoon also include direct precipitation. After an
amount of time chosen based on site conditions such as preceding rainfall and pond volume, the
wastewater effluent is pumped and sprayed to an irrigation field. This holding time in the storage
pond varies and is adjusted as inflow volumes vary; however, the holding time is limited to not allow
the monthly average application rates to the irrigation field to exceed 20,000 gallons per day (gpd).
The wastewater storage pond's primary function is storage and hydraulic flow equalization. Surface
aerators are needed at a minimum to prevent anaerobic or septic conditions and associated foul
odors from occurring. Treatment (e.g., removing biochemical oxygen demand [BOD] or nitrogen)
that might occur in the pond is considered incidental.
Anchor QEA explained to NCDEQ via a call on August 10, 2021 that evaporation will be negligible
compared to inputs from rainwater and wastewater inflows. Evaporation and infiltration through the
soil will provide essentially no benefit to removing water from the pond. Additionally, the revised
wastewater storage pond will be lined with a high -density polyethylene (HDPE) or similar liner
material, and thus drainage into the soil within the pond will not occur. Therefore, final calculations
for potential evapotranspiration (PET) and soil drainage are not necessary.
The wastewater storage pond sizing calculations are based on a two -week period during which the
precipitation in the Hendersonville area prohibits pumping of the pond for spray application of
wastewater to irrigation fields. During this time, the wastewater pond would fill to its highest annual
storage level. This period typically occurs during wetter spring months (March to May). During the
two -week period, wastewater in the pond will be retained and not land applied. The spray irrigation
pump will be turned off and the surface aerators will remain functioning in order to prevent septic
conditions in the wastewater pond.
Information about soil types and chemistry can be found in the attachment for permit Sections F and
L. Groundwater information is included below.
General Section H Water Balance

Page 2
Groundwater Hydraulics
The AIIJuice facility is positioned on top of a northwest -trending topographic ridge that is bound to
the northeast and southwest by small tributaries of Wolfpen Creek. The aerated wastewater storage
pond is positioned on the southwestern side of the ridge, and the spray irrigation field is upgradient
from the storage pond. The wastewater effluent from the storage pond is sprayed on the irrigation
field and infiltrates into the soils and ultimately to the groundwater table. The depth to groundwater
is generally 15 feet below ground surface in the vicinity of the storage pond and up to 51 feet below
ground surface along the ridgeline at the top of the irrigation field. The ridge creates a groundwater
divide. Generally, the groundwater flow directions at the site are to the west and east, depending on
which side of the groundwater divide flow occurs. The groundwater flow direction near the storage
pond is toward the west-southwest.

Processing Plant
Water Supply
AIIJuice Proposed Storage Pond Water Balance
Rain
1 1
Full Production
Wastewater: Proposed storage pond
101000 gpd (in the north portion of
existing lagoon)
Minimum Operating Volume: 100,000 gal
14-day reserve volume: 185,000 gal
Total Useable Volume: 295,000 gal
2 ft freeboard: 236,000 gal
Total Volume: 800,000 gal
Spray Field Pumps
Permit Maximum Day:
20,000 gpd

Table #1
Conversions
24
hrs/day
7.48052
gal/CF
86,400
seconds/day
646316.93
gpd/cfs
27
CF/CY
Table #2
r1Ua.1V»u19 rana ,. .. ....... ....r ..
Inputs
Water Supply = 6000 gpd
Total Volume = 180000 gal
Billing Days = 30 days
Outputs
Sanitary Wastewater = 1000 gpd
Domestic water usage rate = 25 gpd/employee
Shifts = 2
Employees = 20
Wastewater Flow = 5000 gpd
Production Ratio = 2
Full Production = 10000 gpd
Table #3
Pond wastewater i reatment racurcy water isaiance
Inputs
Full Production Wastewater Flow =1 10000 gpd
Peak Flow (Qp) = 0.01 cfs
Rainfall into Pond = 7675 laDd
Minimum Operating Volume =
100000
gal
14-Day Reserve =
247446
gal
Freeboard (2 ft) =
208483
gal
Minimum Required Design Volume = 555928 gal
Actual Pond Volume = 3952.76 CY
798355 gal
Potential Evapotranspiration (PET) = 31 gpd
Wastewater to Spray Fields = 20000 gpd

Section I — Engineering Plans - Revised

POND MODIFICATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT
ALLJUICE FOOD & BEVERAGE CO.
HENDERSONVILLE, NORTH CAROLINA
VICINITY MAP LOCATION MAP DRAWING INDEX
SHEET NO. SHEET ID SHEET TITLE
N/. "liI I,
1. G01 COVER SHEET
R2. G02 GENERAL NOTES / LEGENDS / ABBREVIATIONS
a n vll^- LEE]3. C01 EXISTING CONDITIONS
IF l - 4. CO2 PROPOSED CONDITIONS PLAN
5. CO3 GRADING PLAN
„-, PROPOSED POND
' k""''""' MODIFICATION 6. C04 DETAILS
7. C05 DETAILS
8. C06 SITE SETBACKS
vi. P
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- `• PUCE
1
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SCALE IN FEET _ SCALE IN FEET z ,
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S
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oz
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0910712022 FINAL DESIGN LL =
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BEFOREYOUDIG REVISIONS POND MODIFICATION AND WASTEWATER
\\\1\111111111111��/"
CALL 1-800-632-4949 REV DATE BY APP'D DESCRIPTION DESIGNED BY: R. ROBERTSON
NC. ONE CALL CENTER1. 1� ?� p�ESS%p`yyy% SYSTEM IMPROVEMENTS PROJECT G01
V cai°.u.n.aa ITS THE AW! �����Fc�o�
rf s DRAWN BY: P.SCIABA ALLJUICE FOOD & BEVERAGE CO.
y I1 �U�4� CHECKED BY : R. COUPE
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f •..N r IC _ e APPROVED BY: W. DINICOLA
ANCHOR �J�y
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SCALE: AS NOTED
''9;pfR SHEET-. 1 OF 8
DATE: SEPTEMBER 1, 2022 COVER SHEET
//llfllltlllt\I\\

GENERAL NOTES: (APPLICABLE TO ALL SHEETS)
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY PROVIDED BY KEE MAPPING & SURVEYING IN JANUARY
2021.
2. CONTOUR ELEVATIONS BASED ON FIELD VERIFIED SURVEY DATA.
3. PROJECT TO BE CONSTRUCTED IN A SINGLE PHASE.
4. ALL IMPROVEMENTS SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) PERMIT REQUIREMENTS UNLESS NOTED OTHERWISE ON THE PLANS.
S. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY
SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS
ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE
CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO:
a. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC.
6. PROTECT ALL UNDERGROUND UTILITIES
c. NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH MAY EXIST
BETWEEN THE EXISTING UTILITIES AND CONSTRUCTION PLANS.
7. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL CONFORM TO THE NCDOT STANDARD SPECIFICATIONS AND DRAWINGS.
PEDESTRIAN AND VEHICULAR TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON PROJECT.
8. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER IN
STREETS, DRIVES, TRUCK COURTS, TRENCHES, ETC. WILL NOT BE ACCEPTABLE.
9. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY
THE CONTRACTOR TO THE SAME OR BETTER CONDITION THAT THE REAL PROPERTY OR EXISTING
IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S
APPROVAL: MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE
CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION,
REPLACING FENCES, REPLACING TREES, REPLACING MAILBOXES, ETC.
10. WHERE PRESENT, CONTRACTOR SHALL MAINTAIN UTILITIES AT ALL TIMES DURING CONSTRUCTION.
CONTRACTOR SHALL MAINTAIN WATER SERVICE AT ALL TIMES WHERE POSSIBLE, AND KEEP THE TIME OF
SERVICE INTERRUPTION TO A MINIMUM. IF WATER SERVICE NEEDS TO BE INTERRUPTED, THE CONTRACTOR
SHALL NOTIFY ALL AFFECTED RESIDENTS AT A MINIMUM OF 24 HOURS IN ADVANCE AND PROVIDE A
REASONABLE ESTIMATION OF THE LENGTH OF WATER OUTAGE.
11. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES AS NECESSARY.
12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL STORM
WATER POLLUTION PREVENTION LAWS AND ORDINANCES.
13. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL SAWCUTS SHALL BE FULL
DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT CONCRETE EDGES. ANY LARGE SPALLED OR
BROKEN EDGES SHALL BE REMOVED BY SAWCUTTING PAVEMENT PRIOR TO REPLACEMENT.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES THROUGH THE
COMPLETION OF THE PROJECT AND THROUGH THE ESTABLISHMENT OF VEGETATION SUFFICIENT TO PROVIDE
EROSION PROTECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION
CONTROL MEASURES PRIOR TO PROJECT CLOSE-OUT.
15. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT
28 DAYS.
16. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
17. ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED WITHIN 14 DAYS OF DISTURBANCE UNLESS
OTHERWISE NOTED.
PROJECT DESCRIPTION:
LEGEND (EXISTING):
ABBREVIATIONS
1. THE PURPOSE OF THE THIS PROJECT IS TO MODIFY THE EXISTING WASTEWATER STORAGE POND AND ADD A
ABB.
TERM
STORMWATER CONTROL MEASURE TO THE SITE, THE DIMENSIONS OF THE WASTEWATER POND WILL BE
CONTROL POINT 5/8" RBR/CAP
BM
BENCHMARK
REVISED AND A LINER WILL BE ADDED.
CMP
CORRUGATED METAL PIPE
®
DECIDUOUS TREE
PVC
POLYVINYL CHLORIDE PIPE
•
CONIFEROUS TREE
RCP
REINFORCED CONCRETE PIPE
SITE DESCRIPTION:
SPC
STATE PLANE COORDINATES
X
UTILITY POLE
1. THE SITE IS LOCATED AT THE JUICE BOTTLING FACILITY, OWNED AND OPERATED BY ALUUICE REALTY, L-C. THE
ELECTRIC PEDESTAL
ADDRESS IS 352 JET STREET, HENDERSONVILLE, NC.
(x
AREA LIGHT POLE
SOURCE OF DATA:
MONITORING WELL
SOILS:
C
CONCRETE BOLLARD/PIER
TOPOGRAPHY - PROVIDED BY KEE MAPPING & SURVEY.
SURVEY PERFORMED IN JANUARY 2021.
1. THE USDA WEB SOIL SURVEY REPORTS THE SOILS ON SITE TO BE PREDOMINATELY HAYESVILLE LOAM,
®
MANHOLE (AS NOTED)
AERIAL PHOTOGRAPHY - 2021 BING MAPS
EDNEYVILLE FINE SANDY LOAM, AND TATE FINE SANDY LOAM.
"INTAKE"
❑
4" PVC
2. NO SUBSURFACE INVESTIGATION HAS BEEN COMPLETED TO CHARACTERIZE SOILS WITHIN THE PROJECT AREA.
HORIZONTAL DATUM:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAMPLING STOCKPILED SOILS TO CONFIRM PARAMETERS
WASTEWATER PUMP
MEET SPECIFICATIONS FOR RE -USE AND FILL.
POND AERATOR
NORTH CAROLINA STATE PLANE, NORTH AMERICAN DATUM OF
SOIL ROADBED
1983 (NIU.S. SURVEY FEET
OTHER NOTES:
WATER SURFACE
VERTICAL DATUM:
ASPHALT
VERTICAL DATUM ESTABLISHED ON EACH CONTROL POINT IS
1. SEE TECHNICAL SPECIFICATIONS 31 05 19.16 "GEOMEMBRANES FOR EARTHWORK" AND 31 2310 "EARTHWORK
GRAVEL
BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988
AND POND CONSTRUCTION" FOR GRADING NOTES.
(NAVD 88), U.S. SURVEY FEET
RIP RAP
2. SEE TECHNICAL SPECIFICATION 32 30 10 "SITE RESTORATION" FOR SEEDING NOTES.
-
CONCRETE
3. SEE TECHNICAL SPECIFICATION 01 1100 "SUMMARY OF WORK" FOR CONSTRUCTION SEQUENCE.
------
TOPOGRAPHIC SURVEY AREA
------
MINOR CONTOUR
--®--
MAJOR CONTOUR
— — — —
UNDERGROUND WASTE WATER
PIPE/PUMP LOCATION (PINK PAINT)
— — — — —
UNDERGROUND ELECTRIC UTILITY
(RED PAINT)
—x—x—
FENCE
— — — — — —
TIE LINE
LEGEND (PROPOSED):
—2170— MAJOR CONTOUR
MINOR CONTOUR
— — — — — — — PROPOSED 8" DIA PVC PIPE
PROPOSED DITCH CENTERLINE
® PROPOSED 15" DIA HOPE PIPE
PROPOSED BERM
® PROPOSED STORAGE POND
® PROPOSED DRY DETENTION POND
® SLUDGE STOCKPILE AREA
SOIL STOCKPILE AREA
® CONSTRUCTION STAGING AREA
BE FORE YOU DIG
CALL 1-800-632-4949
xep� N.C. ONE CALL CENTER
I�nauaw.M ITS THE LAWI
ANCHORN
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REVISIONS
DESIGNED BY: R. ROBERTSON
DRAWN BY: P. SCIABA
CHECKED BY R. COUPE
APPROVED BY: W. DINICOA
SCALE: AS NOTED
DATE: SEPTEMBER 7, 2022
REV
DATE
BY
APP'D
DESCRIPTION
z0
oz
0
= zo
� LL
Z — V
Z
H w
0910712022 FINAL DESIGN LL =
NOT RELEASED FOR CONSTRUCTION a z
POND MODIFICATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT G02
ALLJUICE FOOD & BEVERAGE CO.
GENERAL NOTES / LEGENDS /
ABBREVIATIONS SHEET: 2 OF 8

CONTROL POINT
RBC "KEE" (502)
STATE PLANE COORDINATES S 19'24'59" E
N:599244.63' ' 283.50• (GRID)
E: 984973.22' \ 283.56' (GROUND)
ELEV:2197.91' /AVG CF:0.99977399
INV ": • INV OUT'. 2179.46-
!'i • �•�!i ��i�i • • • •
♦�. o♦
GROUND COORDINATES
�•i• �i�i°ci
F•ii4 •i•«" ;
E: 985067.49'
�•••� Y
IR
i' I i i 1 1
(CRUSHED) I
#\\�`\• , 11 , I— — _ - • ` 1 I 1 , II 1 �, l INV OUT: 2178.0
INV OUT: 2178.0'
\`\\\\;\\ 1131 mill
111 I 1 I
%`\1\ \ I ) ` \ , 1 1 1 I i, 1❑1 I I I I I I I I 1
1 \ .� I 1 I , I 1 1 I I I I I I
``�. ``\ � I I I I I I I I I I I I I I 1
\\\\
�
I \ \ \ \ 4" PVC INTAKES FOR DITCHWATER
11 \\, , \ ` 1 \ 11 I , II , /�11 1 1
I 1 \ \ \ \\ \ \ \ \ \ \ \ `�` I \ 1 1 1 I I 1 I
i i i `I I I I I i i SAMPLERS
1111 ��
`----- \ I 1 1 I I I I I I I 1 1, I III 1
I\I 11 I I I I I I
„\, \ \`. \ 1 • 1 1 1 1 1 1 I I I I 1 11 , I 1, 1 1 / 1
11 11 1 \` \```/ - 11 1 1 1 1
\ 1 \\ l' \\ \\\ ` I 1 1 1 1
Wit
1 11 1 I I I 1 1 1
111 1 \ N. \ \\\ 1 I \\,
: �''
( 1111 i I i
1 \
1 1LF I ` \ 11 I I I 1I
`\ 1 \ \.Q , \\`. 111, \`` / 11, 1 I, 11111,11 �I 1
2"PVC \ `UY , i 11, , II111111,11 ;
Q Z. \ \ 11 I I 11 111 III 1 I C
(UNDERGROUND) \\ ta. J �\ \` �� 11 1 I 1 I I I l Pc(UNDERGROUND) It
`l`` �I� \ \\` � j 11 I 1I, � III111 ! 8" NT PON )
` 1 . \ , \ \ \ , ,1 I I I I' THE
�1 -\,\ �\ \ 1 1 1 R III 1 1 1 1 1, 1 p TREA
-_ I i i 1 i FLUENT T IN. 21g1.9'
�1 ,(`dy_\ \ 1 1 I 1 I 1 (!N UC !NV 1
V D\C`t`"C` "�\ _ \ 1 , , 1 ,) I1,, 1111 1 a„p 177.'
\ \\ \\ \\\\ `\ 1�\ 111111 OUTt2
\`\`\\ `\ \\\\ 1 1 111 ) "Ill jlllll 1
\ EPTIC SYSTEM &
PUMP \ \\ \ \ \ ��
\�`\\\\ \ \\ \ \ \ i (1 I , 111 1 (11 (1 \ \DRAIN FIELD �
SHED \\ \ \ \\\\ ' i / 1 I,I 1111,11 (1 \ C • 1 _
124" RCP
\ /•��`\ �\ ���\ \�`\ �` . `\ i i i i i 11(`1 ii i� 1y1'INV IN: 2175.1'
' r \1 `\�`. .. __ -- �`: % / l i `Pf !ii .✓i INV OUT:_2175.0'
6" METAL PIPE
INV IN: UNKNOWN
INV OUT: 2178.1'
OLD
OLD CONCRETE TANK (UNDERGROUND)
DEPTH AND SIZE TO BE DETERMINED BY
CONTRACTOR AT TIME OF CONSTRUCTION.
V
\
METALTAf
VE GROUND) OPEN MANHOLE.
DEPTH AND SIZE TO BE DETERMINED BY
l CONTRACTOR AT TIME OF CONSTRUCTION.
OLD METAL TANK (ABOVE GROUND).
HEIGHT AND SIZE TO BE DETERMINED BY
CONTRACTOR AT TIME OF CONSTRUCTION.
APPROXIMATE LOCATION
OF DAMAGED PIPE
LEGEND:
CONTROL POINT 5/8" RBR/CAP
S,r DECIDUOUS TREE
® CON I FEROUS TREE
UTILITY POLE
❑E ELECTRIC PEDESTAL
AREA LIGHT POLE
WASTEWATER
MAN HOLE MONITORING WELL
4" METAL INV IN: 2182.7'
8" PVC INV OUT: 2181.9' C CONCRETE BOLLARD/PIER
'INACTIVE PIPES FOUND e MANHOLE (AS NOTED)
INSIDE MANHOLE:
❑ 4" PVC "INTAKE"
8" PVC #1
NV IN: UNKNOWN WASTEWATER PUMP
INV OUT: 2185.4' 9
,V�DQ POND AERATOR
4" PVC #2
INV IN: UNKNOWN SOIL ROADBED
INV OUT: 2185.1'
4" PVC #3 WATER SURFACE
INV IN: UNKNOWN ASPHALT
INV OUT: 2185.8'
4" PVC #4 GRAVEL
INV IN: UNKNOWN
INV OUT: 2185.6' RIP RAP
- CONCRETE
----------------- TOPOGRAPHIC SURVEY AREA
----------------- MINORCONTOUR
------ =----- MAJOR CONTOUR
- - - - - - - - - - UNDERGROUND WASTE WATER
PIPE/PUMP LOCATION (PINK PAINT)
------------- UNDERGROUND ELECTRIC UTILITY
(RED PAINT)
BUILDING FENCE
"ALL JUICE FACILITY" TIE LINE
/
NOTES:
1.
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2.
HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), U.S.
SURVEY FEET
WASTEWATER DISCHARGE
3.
VERTICAL DATUM: NORTH AMERICAN VERTICAL
° ^
SUMP WITH COARSE SCREEN
DATUM OF 1988 (NAVD88), U.S. SURVEY FEET
> m
8" PVC INV IN: 2185.5'
4" METAL INV OUT: 2182.9'
4.
UNDERGROUND UTILITY LOCATIONS SHOWN ARE
o w
INACTIVE PIPES FOUND INSIDE
APPROXIMATE, CONTRACTOR SHALL VERIFY THE
a
°a
DISCHARGE SUMP:
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
Z
BEGINNING EXCAVATION.
� i
z0
8" PVC #1
z o
g m
INV IN: UNKNOWN
z
INV OUT: 2186.6'
6" PVC #2
Z
INV IN: UNKNOWN0
C/ z
INV OUT: 2186.4'
NORTH
z
= O
4" PVC #3
0 30 60
LL
? w a
INV IN: UNKNOWN
SCALE IN FEET
INV OUT: 2185.8'
U
BE FORE YOU DIG
CALL 1-800-632-4949
pe,pl N.C. ONE CALL CENTER
I�n•la"w.M ITS THE LAW.
ANCHORN
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///III III111o'
REVISIONS
DESIGNED BY: R. ROBERTSON
DRAWN BY: P. SCIABA
CHECKED BY R. COUPE
APPROVED BY: W. DINICOA
SCALE: AS NOTED
DATE: SEPTEMBER 7, 2022
REV
DATE
BY
APP'D
DESCRIPTION
0910712022 FINAL DESIGN LL =
NOT RELEASED FOR CONSTRUCTION a z
POND MODIFCATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT Col
ALLJUICE FOOD & BEVERAGE CO.
EXISTING CONDITIONS
SHEET# 3 OF 8

PROPOSED STORAGE POND
PROPOSED ANCHOR TRENCH FOR
STORAGE POND LINER.
SEE DETAILS
2
COS Cos
SOIL STOCKPILE AREA
FOR UNSUITABLE SOILS TO BE REMOVED
b �
i
/
I
\\\\\\ \ \\\\\I l /9
\ \ \ \ \\\ \ \ \\\\\\�\ \♦ \/ // \♦ \\ I I I
II
\\\\\\
\\ \\ \\ \\ It A I I
\ \\\\\
1 \ \ \ \ \\ \\ \ \\ \\ \\ ^^o I C05
11 1 1 \\ \\\ \\ ♦� � I I I I
111
I \ \ It
CONTRACTOR SHALL REMOVE
AND STOCKPILE RIPRAP AROUND
EXISTING POND PERIMETER. 1 \ \ \ \ \ A \ \ \ \ ) \� I I I I I I
RIPRAP TO BE USED AS EROSION \ ♦ I I
CONTROL LINING ON DITCHES \ 1 1 \ It
ELSEWHERE ON SITE AT \
DIRECTION OF ENGINEER. \\
1 \ \ I 1\ I \ \ \\ \ 1 \ 1
PROPOSED BERMIt
\ \ \ \ \\ \
\ \\ \\ \\ \\ \ \\
\\ \\ \ \ \\ \\
\\\ \ 1 I I 1 \0q,
\I \\ 1 1 1 1 1 \ I
\ \I 1
li \ I 1 1
CONTRACTOR TO INSTALL
ANCHOR TRENCH AND KEY-INLINER 3.0 1 1 I
FBANK. SEEDETAIM TOP OF
I—
I
xi
ICONTRACTOR TOINSTALL I I
11\ I ANCHOR TRENCH AND KEY -IN I
I I LINER 3.0 FT FROM TOP OF I I
I I XI BANK. SEE DETAIL 1 I
a a a
SLUDGE STOCKPILE AREA
CONSTRUCTION STAGING AREA
AND FRACK TANK STORAGE
\
I \
I \
\
II ICONTRACTORTOINSTALLAN60R 1 000000 \ \\
VITRENCH FOR LINER 2.0 FT FROM 2 I \\ \\
I BERM TOP OF BANK, SEE DETAIL I
I I j i I I I j C05 NYLOPLAST CLEANOUT STRUCTURE OR \ \\
I / ♦ \ \/ / I I APPROVED EQUIVALENT C04 \ \
1 1 \ irl I I. I I ✓--J I \ \
x I I \ 8" PVC SCH 40 PIPE \ \
I I I I I I I CONTRACTOR TO REMOVE 4" PVC
INTAKES FOR DITCHWATER SAMPLERS
CONTRACTOR TO INSTALL
PROPOSED STORMWA ER
INFLUENT DITCH. SEE
I D DGo
I I I I N I I I N I SECTION AND DETAIL
C04
1 \
I
r�
1
I
I
I
I
I
I
I
\ 1\ N 1
\Ij
IIII I I I I \
8" PVC SCH 40 PIPE
' k
x1 I 1
PROPOSED STORMWATER
I I
\
Imo\
111
I III INFLUENT DITCH CONNECTION
NYLOPLAST CLEANOUT STRUCTURE OR
C
\ \
111
I I I I TO POND, SEE DETAIL
APPROVED EQUIVALENT
\
\\
XI
COS
\
xIII
I l j II 1 \\
1
8" PVC SCH 40 PIPE
\\\\\\ I I
I I I \I
III III111
\
\
CONTRACTOR TO GIN
REPLACEMENT AND
CONTRACTOR TO REMOVE \
\\
REALIGNMENT OF 8" PVC SCH.
1110' OF PIPE AND CAP
40 PIPE AT THIS LOCATION
XIj�.•,^y \1I I It 1 I \ \\ I 0 I
/\ / \\ \\ \ CONTRACTOR TO II I APPROXIMATE LOCATION OF DAMAGED PIPE.
PROPOSED DRY DETENTION POND V , i ,
`\ CONTRACTOR TO INSTALL
\ DRY DETENTION POND
OUTLET STRUCTURE AND
OUTLET PIPE. SEE DETAIL C04
CONTRACTOR SHALL REMOVE AND DEMOLISH \
OLD CONCRETE TANK (UNDERGROUND) AND �. I
BACKFILL HOLE WITH SUITABLE SOILS \
\
CONTRACTOR SHALL REMOVE AND DEMOLISH
OLD METAL TANK (ABOVE GROUND)
BEFORE YOU
DIG
CALL 1-800-632-
32-4949
N.C. ONE CALL CENTER
I�bbayeoM ITS THE LAW,
kzANCHOR
IDEA
\ \I III REMOVE TREE I I CONTRACTOR TO REMOVE BROKEN PIPE AND CAP
1 1 1 1 1 \
CONTRACTOR TO INSTALL RIPRAP
FOR SPILLWAY AND IN DITCH AT
\♦ / / / i I PIPE OUTFALL C04
�r I
•c�lJ_ 1 1 1 I I
CONTRACTOR SHALL REMOVE AND
DEMOLISH OPEN MANHOLE AND BACKFILL
HOLE WITH SUITABLE SOILS
REVISIONS
`�°�&1H �A1 REV DATE BY APP'D DESCRIPTION DESIGNED BY: R. ROBERTSON
?: p1ESS/`p` .4-, %
I�'I r :f yN,�(,•�9�' DRAWN BY: P. SCIABA
Art
4 1r ^I�=�,U�q�-•'^'�"``_ CHECKED BY R. COUPE
I� i 0g4681 APPROVED BY: W. DINICOLA
---��JJ':.91�lz.zZ:
SCALE: AS NOTED
° :'%,TFq J• D�\�� ° DATE: SEPTEMBER 7, 2022
//llflllillll\\\\
LEGEND:
O PROPOSED STORAGE POND
— PROPOSED DRY DETENTION POND
O PROPOSED BERM
PROPOSED 8" DIA PVC PIPE
®] Z•13.144DIN 71ty:[yq�11q:7U01Iq
® PROPOSED 15" DIA HDPE PIPE
PROPOSED LINER ANCHOR TRENCH
NOTES:
/
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
/
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), U.S.
\\
SURVEY FEET
3. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), U.S. SURVEY FEET
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
APPROXIMATE, CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
BEGINNING EXCAVATION.
5. CONTRACTOR TO PROTECT MONITORING WELLS AND
EXISTING STRUCTURES FROM DAMAGE DURING
CONSTRUCTION.
6. CONTRACTOR SHALL REMOVE AND REINSTALL FENCE
FOR CONSTRUCTION OF PIPES AND SPILLWAY.
0
NORTH
0 20 40
SCALE IN FEET
0910712022 FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
POND MODIFCATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT CO2
ALLJUICE FOOD & BEVERAGE CO.
az
PROPOSED CONDITIONS PLAN I SHEET# 4 OF 8

INVERT OUT: 2177.0'
COA
U
! zI 1 ; ; INVERTIN: 2178.0'
I
I I I I I I! ,
! ! ! I ! I TOP OF BANK: 2179.0'
l i i RIPRAP LINED
EMERGENCY \� 0 �\
Iii II 1 'i SPILLWAY
I I I f• � � � 1 i ; ; \
i ► I Iii 1 ; ; � i � \ 1 � �\
\ 1 1
f v Iii ` i ! % i
11 INVERT OUT: 2175.0'
DRY DETENTION POND OUTLET STRUCTURE AND�C04
OUTLET PIPE, SEE DETAIL
! IDA ! ! !
m
a
Ell
BE FORE YOU DIG
CALL 1-800-632-4949
pe,pl N.C. ONE CALL CENTER
L�pyayNM ITS THE LAWI
ANCHOR
_
M1
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(�'� I I�
At
N ��A �
\\II\,Illlllf ''
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?�&p�ESS%p` ��Y
*.9
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= '^
044681
— ' 919%2e2 Z.' =
�'�-'
/fIIflllillll\\\\
REVISIONS
DESIGNED BY: R. ROBERTSON
DRAWN BY: P. SCIABA
CHECKED BY R. COUPE
APPROVED BY: W. DINICOA
SCALE: AS NOTED
DATE: SEPTEMBER 7, 2022
REV
DATE
BY
APP'D
DESCRIPTION
LEGEND:
-2170- MAJOR CONTOUR
MINORCONTOUR
PROPOSED 8" PVC PIPE
PROPOSED DITCH CENTERLINE
® PROPOSED 15" HDPE PIPE
PROPOSED LINER ANCHOR TRENCH
NOTES:
i
i
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), U.S.
SURVEY FEET
3. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), U.S. SURVEY FEET
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
APPROXIMATE, CONTRACTOR SHALL VERIFY THE
o
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
w v
BEGINNING EXCAVATION.
> m
0
5. CONTRACTOR TO PROTECT MONITORING WELLS AND
o a
EXISTING STRUCTURES FROM DAMAGE DURING
I
CONSTRUCTION.
z a
-.qe
zo
g0
azm
0
z�
oz
NORTH
z °
=
0
0 20 40
z
w a
�<
SCALE IN FEET
o
a
�v
0910712022 FINAL DESIGN
LL =
a z
NOT RELEASED FOR CONSTRUCTION
POND MODIFCATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT
CO3
ALLJUICE FOOD & BEVERAGE CO.
GRADING PLAN
SHEET# 5 OF 8

A
2184 PROPOSED POND
2183 LINER ANCHOR PROPOSED
TRENCH STORAGE POND
2182
2181
2180 PROPOSED
2179 POND FREEBOARD
LINER ELEVATION
2178 2177.0'
w 2177 — — — — — — — —
z 2176 3
O 2175 1 L"STNGPOND
ONTRACTOR
2174 HALLEXCAVATE
2173 LUDGE AND 6"
w F SOIL FROM
2172 I
2171 \OTTOM
2169 8.
2158
EL. 2168.0
2167
2166
0+00 0+10 0+20 0+30 0+40 0+50 0+60
PROPOSED
PROPOSED
BERM
DETENTION POND
I
w I EL. 2180.0
PIPE
wl
VI 3
OUTLET STRUCTURE
1 10'
LnET
EL. 2176.0z
a l 3 _ PROPOSED _ V
v Z 1 POND EL.217S.0—
LINER
0
oa ANCHOR I RIPRAP DITCH
TRENCH O tt /� ANTI -SEEP COLLARS
p' SPACED 10' APART
CONTRACTOR SHALL REMOVE
EXISTING SLUDGE AND UPPER 6" OF
SOIL THEN FILL TO PROPOSED GRADE
\ WITH SUITABLE SOIL
`PROPOSED GRADE EXISTING GRADE
0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50
A -A' SECTION
�04 HORIZONTAL SCALE: 1"
VERTICAL SCALE: 1" = 5'
A'
2181
2173
1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00
B
B'
2184NEN
POSED POND
2184
2183ER
ANCHOR
PROPOSED
2183
2182ENCH
STORAGE POND
2182
2181
2181
2180PROPOSED
_
2180
2179LINER
POND
FREEBOARD
2179
21782177.0'
ELEVATION
178_
2177
_
PROPOSED POND
32177
LINER ANCHOR
2176
1 r
2176
TRENCH
z0 21753I
2175
21741
CONTRACTOR
SHALLEXCAVATE
2174
2173
\
SLUDGE AND 6"
2173
2172
��
OF SOIL FROM
2172
\
EXISTING POND
i�
2171
BOTTOM.
2171
EXISTING GRADE2170
2170
2169���
FL, 2168.0
2169
2168
2168
2167
2167
PROPOSED GRADE
2166
2166
0+00 0+10
0+20 0+30 0+40 0+50
0+60 0+70 0+80 0+90
1+00 1+10 1+20 1+30 1+40 1+50
1+60
B' SECTION
C04 HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1"
= 5'
C
C' D
D'
2184
2183
2182
2181
2180
2179
2178
2177
z 2176
z0 2175
2174
PROPOSED
iED CRAnF
w 2173__.
_
2T7z
2171
2170
EXISTING GRADE
CONTRACTOR SHALL REMOVE
2169
EXISTING SLUDGE AND UPPER 6" OF
2168
SOIL THEN FILL TO PROPOSED GRADE
WITH SUITABLE SOIL
2167
2166
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
c-c SECTION
C04 HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = S.
2184
PROPOSED DETENTION
2183
POND INLET TRENCH
2182
2181
2180
2179
3
2178
1 1
ll
\
1
2177
EL. 2177.0
\
v
z 2176
zz 2175
2174
PROPOSED GRADE
w 2173
2nz
2171
EXISTING GRADE
2170
2169
2168
2167
2166
0+00 0+10 0+20 0+30 0+40 0+50 0+60
(fED)SECTION
C04 HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 BOTTOM
OF STRUCTURE UP TO INVERT TO
ELIMINATE SUMP
2 CLEANOUT STRUCTURE SUMP DETAIL
CO2 SCALE: NOT TO SCALE
CONTRACTOR
SHALL FILL TO
PROPOSED
GRADE WITH
SUITABLE SOIL 10'
3 3
�1 1�
EL. 2175.0
RIPRAP
3 SPILLWAY DETAIL
CO2 SCALE: NOT TO SCALE
TOP OF EMBANKMENT
EMERGENCY SPILLWAY
TRASH RACK (REQUIRED)
OVERFLOW- RIM
28" PRECAST CONCRETE CATCH BASIN WITH
1125 SLAB TYPE RING AND 5640 GRATE
' WEIR (OR OTHER METHOD) TO
a ° ESTABLISH TEMPORARY POOL
r v�
a ° ORIFICE
r v�
PVC TEE
POND BOTTOM
GROUT INVERT
TO SPRINGLINE
INVERT OUT
15" CPP
MIN 6" WASHED
STONE BEDDING OR
ANTI -FLOTATION SLAB
DRY DETENTION BASIN ELEVATIONS
TOP OF BANK
2179.0'
TOP OF SPILLWAY
2178.5'
OVERFLOW -BOX RIM
2178.0'
WEIR ELEVATION
2177.5'
TEMPORARY POOL DEPTH
2.0'
ORIFICE
2176.0'
ORIFICE SIZE
2.0"
INVERT OUT
2175.5'
POND BOTTOM
2176.0'
NOTES
v °°
s a v s s
°
v
\
SMALL PERMANENT POND
DEPRESSION TO PREVENT
CLOGGING OF ORIFICE
44•
1. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST CONCRETE CATCH
BASINS.
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS
CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER.
3. REFER TO PLANS FOR FRAMES AND GRATES.
4. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE CATCH BASINS.
5. ENSURE THAT ORIFICE DOES NOT CLOG WITH SEDIMENT. CLEAN OUT
QUARTERLY OR AFTER MAJOR STORM EVENTS.
6. CULVERT OUTLET PIPE IS 15-INCHES INNER DIAMETER REINFORCED
CONCRETE PIPE (RCP), LENGTH 48 FEET.
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CHECKED BY R. COUPE
APPROVED BY: W. DINICOA
SCALE: AS NOTED
DATE: SEPTEMBER 7, 2022
REV
DATE
BY
APP'D
DESCRIPTION
KT� DRY POND OUTLET STRUCTURE DETAIL
CO3 SCALE: NOT TO SCALE
INSTALL PVC TEE. SIZE SHALL
BE AS INDICATED ON CHART
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POND MODIFCATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT C04.
ALLJUICE FOOD & BEVERAGE CO.
DETAILS
SHEET # 6 OF 8

DITCH INVERT ELEVATION AT
2178'. TIE INTO EXISTING SWALE.
BACKFILL OVER LINER
TO FINISHED GRADE
[a
DITCH OUTVERT ELEVATION
2176'. TIE INTO POND BOTTOM.
NOTES:
1. STORMWATER POND INFLUENT DITCH WILL BEGIN IN THE
EXISTING DITCH AT AN ELEVATION OF 2178'. INITIAL
WIDTH AT TOP OF BANK SHALL BE 6 FEET.
2. INFLUENT DITCH WILL END FLUSH WITH THE PROPOSED
STORMWATER POND BOTTOM ELEVATION OF 2177'. FINAL
WIDTH AT TOP OF BANK SHALL BE 10 FEET.
3. SIDE SLOPES NOT TO EXCEED 3H:1V.
4. CONTRACTOR SHALL INSTALL RIPRAP IN DITCH.
STORMWATER DITCH TO POND
CO2 SCALE: NOT TO SCALE
0
WASTEWATER POND
TOP OF BANK
PROPOSED
STORAGE POND SLOPE
HDPE LINER
NOTES:
1. TRENCH SHALL BE SET 36" FROM TOP OF BANK OF THE PROPOSED STORAGE POND.
2. IN LOCATIONS OF EXISTING RIPRAP (REFER TO PLANS):
2.1. REMOVE RIPRAP AND PLACE IN DESIGNATED STOCKPILE LOCATION TO BE USED
FOR EROSION PROTECTION LINING IN OTHER AREAS.
2.2. AFTER REMOVING RIPRAP WITH MATTING, PROCEED TO PLACING LINER.
3. DEPTH OF TRENCH SHALL BE A MINIMUM OF 12 INCHES.
4. BACKFILL TRENCH WITH NATIVE SOIL, AS APPROVED BY ENGINEER, AND COMPACT TO
FINISHED GRADE.
K_2_'� ANCHOR TRENCH DETAIL - PROPOSED STORAGE POND
CO2 SCALE: NOT TO SCALE
BACKFILL OVER
LINER TO FINISHED
GRADE
PROPOSED
STORAGE POND SLOPE
NOTES
BERM TOP OF BANK
HDPE LINER
1. TRENCH SHALL BE SET 24" FROM TOP OF BANK OF THE PERMANENT EARTHEN BERM.
2. DEPTH OF TRENCH SHALL BE A MINIMUM OF 12 INCHES.
3. BACKFILL TRENCH WITH NATIVE SOIL, AS APPROVED BY ENGINEER, AND COMPACT
TO FINISHED GRADE.
(1) ANCHOR TRENCH DETAIL - EARTHEN BERM
CO2 SCALE: NOT TO SCALE
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CO2 HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 1'
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DESIGNED BY: R. ROBERTSON
DRAWN BY: P. SCIABA
CHECKED BY R. COUPE
APPROVED BY: W. DINICO A
SCALE: AS NOTED
DATE: SEPTEMBER 7, 2022
REV
DATE
BY
APP'D
DESCRIPTION
LEGEND:
O PROPOSED STORAGE POND
- PROPOSED DRY DETENTION POND
PROPOSED BERM
-- SITE BOUNDARY
SURFACE WATER SAMPLE LOCATION
NOTES:
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 (WQ0004967), 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
w o
FEATURES FOR WHICH SETBACK CONDITIONS ARE
w m
SPECIFIED IN 15A NCAC 02T.0500 (WITH THE
o z
EXCEPTION OF THE PROPERTY LINE) "AND
o a
NEIGHBORING RESIDENCES SETBACKS AS DESCRIBED IN
o 0
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NOTE 4" DO NOT EXIST FOR THE PROJECT AREA AND
z a
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NORTH
oz
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SCALE IN FEET
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0910712022 FINAL DESIGN
LL =
a Z
NOT RELEASED FOR CONSTRUCTION
POND MODIFCATION AND WASTEWATER
SYSTEM IMPROVEMENTS PROJECT
C06
ALLJUICE FOOD & BEVERAGE CO.
SITE SETBACKS
SHEET 8 OF 8

Section J — Specifications
Revised Earthwork and Pond Calculation
Revised Buried Piping Installation

Pond Modification and Wastewater System
Improvements Project
Technical Specifications
ALLJUICE Food & Beverage Co.
Hendersonville, North Carolina
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SITE
0
NORTH
0
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8000 16000
SCALE IN FEET
Jr
SOURCE: Bing Maps 2021
September 7.. 2022

SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.01 PROJECT LOCATION
A. The project is located on the AIIJuice Bottling Facility off of Jet Street in Hendersonville,
North Carolina, and consists of one construction area over an existing wastewater storage
pond. The wastewater storage pond is to the west of the juice bottling facility.
1.02 PROJECT DESCRIPTION
A. The major work in the existing wastewater pond includes, but is not limited to, clearing,
focused grubbing, debris removal, constructing work construction corridors, excavating,
grading, filling, installing approximately 18,000 square yards of High -Density Polyethylene
(HDPE) pond liner, and restoring construction corridors.
1.03 WORK SCHEDULE
A. The project is funded and administered by AIIJuice Realty, LLC. The Contractor will only be
allowed to work from 6 am to 6 pm on AIIJuice properties (wastewater treatment facility, juice
bottling facility, and stockpile borrow areas). The Contractor shall coordinate with AIIJuice
and follow their work hour requirements.
PART 2 - PRODUCTS
A. Not Used.
PART 3 - EXECUTION
A. Work Sequence: The expected work sequence for the major construction components is as
follows:
Construct erosion and sediment control measures.
2. Remove and demolish existing above ground metal tank, underground concrete tank,
open manhole, and tree as indicated on construction documents.
3. Remove riprap from perimeter of pond and place in designated stockpile location.
4. Remove aerators from existing pond and place in designated stockpile location.
5. Reroute accumulating water flow and influent pipes to on -site storage containers or back
to wastewater treatment center.
6. Drain or dewater existing pond. Direct flow to frack tanks.
January 2022 SUMMARY OF WORK
C01762-02.01 SECTION 01 11 00 — 1

AIIJuice Pond Modification
XX% Design
7. Remove sludge and excavate up to 6 inches of soil from existing pond basin. Place in
designated stockpile locations.
8. Construct wastewater storage pond and dry detention stormwater control pond.
Excavate the storage pond to proposed finished grade. Place good quality excavated
material in basin of stormwater pond and smooth to proposed finished grade.
9. Whenever possible and permissible, use good quality sediment excavated from the
existing pond to reach finished grade. In other conditions, use imported fill.
10. Construct engineered berm separating future stormwater control pond (south cell) from
future wastewater storage pond (north cell).
11. Dig liner trench along constructed berm and perimeter of wastewater storage pond.
Retain excavated soil near to trench for later backfilling.
12. Place HDPE liner.
13. Anchor liner in trench and bury and replace riprap stones over buried liner (if desired by
owner).
14. Whenever possible and permissible, use good quality sediment excavated from the
trench and the existing pond. In other conditions, use imported fill.
15. Reroute influent pipe to wastewater storage pond.
16. Allow flow from treatment center to flow to newly finished storage pond.
17. Install stormwater inlet ditch and outlet control structure for dry detention pond.
B. The Owner's Representative may approve other work sequences proposed by the
Contractor with considerations given for environmental impacts, site access, soil erosion,
groundwater control, settlement, etc.
END OF SECTION
January 2022 SUMMARY OF WORK
C01762-02.01 Section 01 11 00 — 2

SECTION 31 05 19.16
GEOMEMBRANES FOR EARTHWORK
PART 1 - GENERAL
1.01 SUMMARY
A. The Contractor shall furnish all labor, materials, and equipment, necessary for installation of
the 60-mil-thick, high -density polyethylene (HDPE) geomembrane as described herein and
shown on the Construction Drawings.
1.02 RELATED SECTIONS
A. The Work of the following Sections is related to the Work of this Section. Other Sections not
referenced below may also be related to the proper performance of this work.
1. SECTION 01 33 00 — Submittal Procedures
2. SECTION 31 23 10 — Earthwork and Berm Construction
1.03 REFERENCES
The publications listed herein form a part of this Specification to the extent referenced. The
publications are referred to in the text by basic designation only. The most recent version of
the publication and test method in effect at the time of bidding shall be applicable in all
cases.
A. ASTM International (ASTM)
D792 — Standard Test Methods for Density and Specific Gravity (Relative Density) of
Plastics by Displacement
2. D1004 — Standard Test Method for Tear Resistance (Graves Tear) of Plastic Film and
Sheeting
3. D1505 (or D792, Method B) — Standard Test Method for Density of Plastics by the
Density Gradient Technique
4. D4218 — Standard Test Method for Determination of Carbon Black Content in
Polyethylene Compounds By the Muffle -Furnace Technique
5. D4833 Standard Test Method for Index Puncture Resistance of Geotextiles,
Geomembranes, and Related Products
6. D5199 — Standard Test Method for Measuring Nominal Thickness of Geotextiles and
Geomembranes
7. D6392 — Standard Test Method for Determining the Integrity of Nonreinforced
Geomembrane Seams Produced Using Thermo -Fusion Methods
January 2022 GEOMEMBRANES FOR EARTHWORK
CO1762-02.01 Section 31 05 19.16 — 1

AIIJuice Pond Modification
8. D6693 — Standard Test Method for Determining Tensile Properties of Nonreinforced
Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes
B. Geosynthetic Research Institute (GRI)
GM13 — Test Methods, Test Properties and Testing Frequency for High Density
Polyethylene (HDPE) Smooth and Textured Geomembranes
2. GM19 — Seam Strength and Related Properties of Thermally Bonded Polyolefin
Geomembranes.
1.04 SUBMITTALS
The following submittals shall be submitted in accordance with SECTION 01 33 00 — Submittal
Procedures.
A. The following shall be submitted no later than 14 days after receiving Notice to Proceed to
Owner's Representative for pre -approval unless otherwise specified:
Manufacturer's complete and detailed quality control manual, including written
instructions for storage, handling, installation, seaming, and quality assurance/quality
control (QA/QC) testing procedures
2. Written certification from the Manufacturer that the Minimum Average Roll Values
(MARVs) given in this Section are guaranteed by the Manufacturer
3. Manufacturer's quality control test results including lot and roll identification numbers,
representative of the field -delivered material
4. Copy of the Contractor's letter of approval or license from the Manufacturer
5. Resume of the "Master Seamer" to be assigned to this project, including dates and
duration of employment
6. Panel layout and shop drawings showing panel identification numbers and details
required to ensure a water -tight installation of the geomembrane
7. Written certification from the Contractor that the final surface on which the HDPE
geomembrane is to be installed is acceptable to both the Owner's Representative and
the Contractor
8. Written certification from the Contractor certifying that the field -delivered HDPE
geomembrane has not been damaged due to improper transportation, handling, or
storage
B. Following installation, submit the following information to the Owner's Representative for
review:
Copies of the Contractor's field quality control paperwork
2. Record drawings, which include the following information:
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 2

AIIJuice Pond Modification
a. Panel locations referenced to the Contract Drawings, which depict the identification
number assigned to each geomembrane panel
b. Dimensions of all geomembrane panels
c. All field seams, patches, repairs, and seam test results with the appropriate number
or code
3. Standard warranty against defects in the geomembrane material and/or workmanship in
accordance with this Section
1.05 QUALITY ASSURANCE AND QUALITY CONTROL
A. The Geomembrane Manufacturer shall be responsible for the production of HDPE
geomembrane rolls from resin and will have sufficient production capacity and qualified
personnel to meet the demands (e.g., quantity production and quality control) of this project.
B. The Geomembrane Contractor shall be approved and/or licensed by the Manufacturer for the
installation of HDPE geomembrane and shall be responsible for field handling, storing,
deploying, seaming, temporarily restraining (against wind), and other site aspects of the
geomembrane material.
C. The Contractor shall perform the Work in accordance with SECTION 01 43 00 — Quality
Assurance and Control. The Contractor shall accommodate and provide support for
Construction Quality Assurance activities.
1.06 WARRANTY
A. In addition to the 1-year warranty applicable to all the Work, as specified in SECTION 00 72
00 — General Conditions, certain elements of the project are to be warranted for an extended
period following the completion of the initial 1-year warranty.
B. Provide manufacturer's warranty for geomembrane material in compliance with provisions of
the conditions of the Contract. Provide a minimum 5-year pro rata warranty for the material
against deterioration due to exposure to the elements, whether exposed or buried. The
warranty for material must cover costs of material replacement and installation.
C. Provide an installation warranty for geomembrane material in compliance with the conditions
of the Contract. Provide a minimum of 2-year non -pro rata warranty for the installation
against defects.
D. Warranty period shall commence on the date of Substantial Completion.
E. The warranties shall be provided to the Owner as purchaser and shall be signed by
authorized representatives of the geomembrane manufacturer and Contractor.
F. The manufacturer's warranty must be received as a condition of geomembrane material
approval; the Contractor's warranty must be received as a condition for payment for liner
installed.
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 3

AIIJuice Pond Modification
PART 2 - PRODUCTS
2.01 MATERIALS
A. HDPE Geomembrane Material
1. The 60-mil smooth HDPE geomembrane material shall meet the specifications listed in
GRI GM13 and the following minimum specification shown in Table 1.
Table 1. 60-mil Smooth HDPE Geomembrane Material Properties
Properties
Test Method ASTM
Test Value
Thickness (nominal)
- Lowest individual of 10
values
D5199
60 mil
-10%
Density
D1505/D792
0.940 /cm2
Break Strength
D6693 Type IV
228 lb/in 2
Break Elongation
12 /o
Tear Resistance
D1004
42 lb/in
Puncture Resistance
D4833
108 lb/in
Carbon Black Content
D4218
2.0-3.0%
2. The HDPE membrane shall be manufactured in a single layer (thinner layers shall not
be welded together to produce the final required thickness) and have a uniform
appearance on both sides shall be free of striations, pinholes, or bubbles on the surface
or in the interior.
3. The HDPE shall be free of holes, blisters, undispersed raw materials, or any sign of
contamination by foreign matter.
B. Welding Material
1. The welding material resin shall be identical to the geomembrane material.
2. All welding materials shall be of a type recommended and supplied by the Manufacturer
and shall be delivered in the original sealed containers, each with an indelible label
bearing the brand name, Manufacturer's mark number, and complete directions as to
proper storage.
C. Fabrication
1. The geomembrane shall be delivered to the Site or support area in rolls or as factory
panels. A factory panel is composed of one or more rolls that have been seamed
together in a factory.
2. The geomembrane rolls or factory panel shall be labeled with the following information:
a. Manufacturer
b. Product identification
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 4

AIIJuice Pond Modification
c. Roll/field panel number
d. Lot number
e. Thickness of the material
Length and width of the roll or factory panel
g. Direction to unroll the material
2.02 TRANSPORTATION
A. Transportation of the geomembrane shall be the responsibility of the Manufacturer. The
Manufacturer will be liable for all damaged to the materials incurred prior to and during
transportation to the Site.
2.03 DELIVERY, HANDLING, AND STORAGE
A. Handling, storage, and care of the geomembrane prior to and following installation within the
Site are the responsibility of the Contractor. The Contractor will be liable for all damage to
the materials incurred prior to final acceptance by the Owner's Representative.
B. The Contractor will be responsible for the storage of the geomembrane within the Site.
During storage, the geomembrane will be protected from excessive heat or cold, puncture,
cutting, or other damaging or deleterious conditions. The geomembrane shall be stored in
accordance with any additional requirements of the Manufacturer.
2.04 MANUFACTURER SOURCE QUALITY CONTROL
A. The Manufacturer shall perform source quality control testing on the geomembrane at the
manufacturing plant as indicated in GRI Test Method GM13.
B. The Contractor shall submit the quality control test results to the Owner's Representative for
approval prior geomembrane delivery and installation.
PART 3 - EXECUTION
3.01 GEOMEMBRANE INSTALLATION
A. General
Prior to installation of the geomembrane, the Contractor shall prepare the Storage Pond
subgrade as described in SECTION 31 23 10 — Earthwork and Pond Construction. The
surface shall be surface free from stones and protruding objects and acceptable to the
Owner's Representative prior to geomembrane installation. The prepared surface
underlying the geomembrane must not be allowed to deteriorate after acceptance and
must remain acceptable up to the time of geomembrane placement and until completion
of the project.
Geomembrane placement shall not proceed at an ambient temperature below 40OF or
above 100°F as measured 6 inches above the geomembrane surface unless otherwise
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 5

AIIJuice Pond Modification
authorized by the Owner's Representative. Geomembrane shall not be placed during
any precipitation, in the presence of excessive moisture (e.g., fog or dew), in an area of
ponded water, or in the presence of excessive winds. Placement methods shall prevent
damage to underlying materials.
3. The Contractor shall assign an identification number to each geomembrane panel that is
consistent with the Contractor's panel layout drawing. The number system used shall be
simple, logical, and shall identify the relative location in the field.
B. Deployment
The Contractor shall deploy and anchor the geomembrane in accordance with the
Manufacturer's recommendations.
If seaming of panels is required, the Contractor shall only deploy the geomembrane if
weather conditions are suitable for seaming following the deployment.
3. The Contractor shall secure the free edges of geomembrane to prevent uplift by wind or
the intrusion of water under the geomembrane. Edge protection may include sandbags,
polyethylene sheeting, or other methods as deemed necessary by the Contractor and
approved by the Owner's Representative.
4. The Contractor shall visually inspect the geomembrane for uniformity, tears, punctures,
blisters, or other damage or imperfections and mark faulty or suspect areas for repair.
The Contractor shall notify the Owner's Representative of any such areas and replace
panels or repair per Manufacture's recommendations and Part 3.04 of this Section.
5. The Contractor shall not use equipment that may damage the geomembrane by
handling, trafficking, leakage of hydrocarbons, or other means or allow personnel
working on the geomembrane to smoke, wear damaging shoes, or engage in other
activities that could damage the geomembrane.
6. Adequate temporary loading and/or anchoring (e.g., sandbags), not likely to damage the
geomembrane, shall be placed to prevent uplift by wind (in case of high winds,
continuous loading is recommended along the edges of panels to minimize risk of wind
flow under the panels).
7. Direct contact with the geomembrane shall be minimized (i.e., the geomembrane in
excessively high traffic areas shall be protected by geotextiles, extra geomembrane, or
other suitable materials).
8. The Contractor shall verify that there is no bridging or excessive stress in the
geomembrane and no wrinkles in the geomembrane that will fold over when covered
with soil material and no wrinkles that exceed 4 inches in height.
9. The Contractor shall loosely lay the geomembrane over the subgrade with sufficient
slack to accommodate thermal expansion and contraction.
10. The Contractor shall unroll the geomembrane panels using methods that will not
damage, stretch, or crimp the geomembrane.
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 6

AIIJuice Pond Modification
11. The Contractor shall use deployment methods that minimize wrinkles and differential
wrinkles between adjacent panels and along field seams. When recommended by the
manufacturer, a geosynthetic rub sheet shall be used under the liner when dragging or
moving the panels.
12. The geomembrane surface shall not be used as a work area or for preparing patches,
storing tools and supplies, or other uses.
13. Any damage to the geomembrane panels or portions of the panels as a result of
placement must be replaced or repaired at the expense of the Contractor. The decision
to replace or repair any panel or portions of panels shall be made by the Owner's
Representative.
3.02 SEAMING
A. General
The Contractor shall perform and test trial welds on samples of geomembrane to verify
the performance of welding equipment, seaming methods, and conditions.
2. No seaming equipment or welder shall be allowed to perform production welds until
equipment and welders have successfully completed trial welds.
3. All personnel performing seaming operations shall be qualified by experience or by
successfully passing seaming tests.
4. Hot wedge or extrusion fillet seaming techniques may be used for seaming of the
geomembrane panels.
5. Seaming device shall not have any sharp edges that might damage the geomembrane.
Where self-propelled seaming devices are used, it shall be necessary to prevent
"bulldozing" of the device into the underlying soil.
B. Seaming Procedures
Generally, all seams whether field or factory, shall be oriented parallel to the line of
slope, not across slope. At liner penetrations and corners, the number of seams shall be
minimized.
2. The area of the geomembrane to be seamed shall be cleaned and prepared in
accordance with the Manufacturer's recommendations. Any abrading of the
geomembrane shall not extend more than one-half inch on either side of the weld. Care
shall be taken to eliminate or minimize the number of wrinkles and "fishmouths" resulting
from seam orientation.
3. Field seaming is prohibited when either the air or sheet temperature is below 32°F,
when the sheet temperature exceeds 122°F, or when the air temperature is above
104°F. At air or sheet temperatures between 320F and 40°F, seaming shall be
conducted directly behind a preheating device. In addition, seaming shall not be
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 7

AIIJuice Pond Modification
conducted when geomembrane material is wet from precipitation, dew, fog, etc., or
when winds are more than 20 miles per hour.
4. Seaming shall not be performed on frozen or excessively wet underlying soil surfaces.
5. The Contractor shall perform trial seams on excess geomembrane material. A 1-foot by
3-foot seamed geomembrane sample shall be fabricated with the seam running down
the 3-foot length in the center of the sample. Such trial seaming shall be conducted prior
to the start of each seaming succession for each seaming crew, every 4 hours, after any
significant change in weather conditions or geomembrane temperature, or after any
change in seaming equipment.
6. From each trial seam, five 1-inch by 12-inch test strips shall be cut perpendicular to the
trial seam. Each of the five specimens shall be quantitatively tested in the field using a
tensiometer. The specimens shall be tested first for peel and then for shear in
accordance with ASTM D6392.
7. The test specimen shall meet the minimum specification values listed below and as
listed in GRI GM19:
Table 2. Minimum HDPE to HDPE Geomembrane Seam Properties
Properties
ASTM Test Method
Test Value Ib/in2
Shear Strength at yieldpoint)
D6392
120
Peel Strength hot wedge)
D6392
91 and FTB'
Peel Strength extrusion
D6392
78 and FTB'
Notes:
1. Film Tear Bond (FTB) is defined as failure of one of the sheets by tearing, instead of separating from the other sheet at the weld
interface area (i.e., the sheet fails before the weld fails).
8. A trial weld specimen shall pass when the results for both peel and shear tests exceed
the requirements of this section. For double -wedge fusion welding, both welds shall be
individually tested, and both welds shall be required to pass in peel.
9. If a trial weld fails, neither the seaming apparatus nor seamer shall be accepted, and
neither shall not be used for seaming until deficiencies are corrected and two passing
full trial weld samples and tests are achieved consecutively.
10. Results of all trial seam testing shall be recorded by the Contractor's field QA/QC
personnel and submitted to the Owner's Representative for review and approval.
11. Where fishmouths occur, the material shall be cut, overlapped, and an overlap weld
shall be applied. Where necessary, patching using the same geomembrane material
shall be welded to the geomembrane sheet.
C. Seam Testing
The Contractor shall perform nondestructive seam testing on 100% of the field seams.
The following test methods and procedures may be used.
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 8

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a. Air pressure testing may be used if double -track hot -wedge welding has been used
to seam the geomembrane. Using approved pressure testing equipment, the
following procedures shall be followed:
1) Seal both ends of the air channel separating the double -track hot -wedge
welds.
2) Insert pressure needle into air channel and pressurize the air channel to
25 psi.
3) Monitor the pressure gauge for 5 minutes and determine whether pressure is
maintained without a loss of more than 4 psi.
4) If the pressure test fails, localize the leak and mark the area for repair.
b. Vacuum testing will be conducted on all seams not tested using air pressure
testing. Using an approved vacuum box, the following procedure shall be followed:
1) Apply a soapy water mixture over the seam.
2) Place vacuum box over the soapy seam and form a tight seal.
3) Create a vacuum by reducing the vacuum box pressure to 5 psi for
10 seconds.
4) Observe through the vacuum box window any bubbles.
5) Where bubbles are observed, mark seam for repair.
6) Move vacuum box farther down seam overlapping tested portion of seam by
3 inches.
7) Where hot -wedge seaming has been performed, the overlap must be cut back
to the weld.
2. All seam test results shall be recorded by the Contractor's field QA/QC personnel and
submitted to the Owner's Representative for review and approval.
3.03 GEOMEMBRANE REPAIR
A. All imperfections, flaws, construction damage, and nondestructive seam failures shall be
repaired by the Contractor of the geomembrane. The appropriate methods of repair are listed as
follows:
1. Patching, used to repair holes, tears, undispersed raw materials, and contamination by
foreign matter
2. Grinding and rewelding, used to repair small sections of extruded seams
3. Spot welding or seaming, used to repair pinholes or other minor, localized flaws
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4. Capping, used to repair large lengths of failed seams
5. Topping, used to repair areas of inadequate seams that have an exposed edge
6. Removing bad seams and replacing with a strip of new material welded into place
B. All geomembrane repairs shall be tested in accordance with Part 3.02(c) of this Section.
C. All geomembrane repair information (e.g., repair ID, location, test results) shall be recorded
by the Contractor's field QA/QC personnel and submitted to the Owner's Representative for
review and approval.
3.04 GEOMEMBRANE ACCEPTANCE
A. The Contractor shall retain Ownership and responsibility of the geomembrane until the
Owner's Representative accepts it.
B. The Owner's Representative will accept the geomembrane installation after:
All required documentation from the Manufacturer and Contractor has been received
and accepted.
2. Test reports verifying material properties and field seems have been received and
accepted by the Owner's Representative.
3. The Owner's Representative has completed final inspection and confirms that all noted
defects have been repaired.
4. Contractor has supplied the Owner's Representative a set of panel layout drawings that
include panel locations, identification numbers, and dimensions.
END OF SECTION
January 2022 GEOMEMBRANES FOR EARTHWORK
C01762-02.01 SECTION 31 05 19.16 — 10

SECTION 31 23 10
EARTHWORK AND POND CONSTRUCTION
PART 1 - GENERAL
1.01 SUMMARY
A. The Contractor shall furnish all labor, materials, and equipment necessary for performing the
required excavation, fill, and grading, as described herein and shown in the Construction
Drawings.
1.02 RELATED SECTIONS
The Work of the following Sections is related to the Work of this Section. Other Sections not
referenced below may also be related to the proper performance of this Work.
A. Section 01 33 00 — Submittal Procedures
B. Section 01 32 23 — Surveys and Layout Data.
C. Section 01 57 13 — Temporary Erosion and Sedimentation Controls
D. Section 31 05 19.16 — Geomembranes for Earthwork
E. Section 33 05 05 — Buried Piping Installation
i911cm N :Ia:IN:Iz[N*i.
The publications listed herein form a part of this Specification to the extent referenced. The
publications are referred to in the text by basic designation only. The most recent version of the
publication and test method in effect at the time of bidding shall be applicable in all cases.
A. ASTM International (ASTM)
1. D1557 — Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Modified Effort (56,000 ft-Ibf/ft3 [2,700 kN-m/m3])
2. D2487 — Standard Practice for Classification of Soils for Engineering Purposes (Unified
Soil Classification System)
3. D6938 — Standard Test Method for In -Place Density and Water Content of Soil and Soil -
Aggregate by Nuclear Methods (Shallow Depth)
B. North Carolina Department of Transportation (NCDOT) Standard Specifications
1.04 SUBMITTALS
The following submittals shall be submitted in accordance with SECTION 01 33 00 — Submittal
Procedures.
A. Construction Work Plan: Prior to the start of construction, the Contractor shall provide a
Construction Work Plan containing, at a minimum, the following:
1. Work Sequencing and equipment:
a. Sequence in which work shall be performed
b. Number, types, and capacity of equipment to be used
c. Hours of operation
d. Estimated schedule
e. Procedures for placing materials and confirming thicknesses and grades are met
2. Methods, procedures, and equipment addressing the following:
a. Utility shut -offs, locating, capping, and abandoning
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b. Protection of existing structures and underground utilities from damage
c. Dewatering existing ponds and a copies of any necessary dewatering permits
d. Storage and dry detention pond excavation
e. Berm and dry detention pond construction
f. Control of surface and groundwater infiltration into excavation areas
g. Removal of water from excavation activities (if necessary)
h. Management of excavated soils and sludge
1) Contractor shall propose methods for protection of sludge excavated from the
wastewater storage pond including, but not limited to the following:
a) Means and methods for keeping the sludge within the limits of the
stockpile area
b) Means and methods for installing a liner to prevent leachate from
infiltrating the subsurface
c) Means and methods for preventing precipitation from mixing with the
stockpiled sludge and possible migration of sludge mixtures from entering
the facility's stormwater management system.
i. Protection of excavation areas during working and non -working hours, including
temporary barriers and trespasser ingress prevention methods to meet or exceed
the requirements of NCDOT Safety Policy and Procedure 1926.650
j. Trenching and backfilling procedures, including but not limited to, placement
methods, lift thicknesses, and compaction means and methods for all backfill work
k. Name and credentials of the geotechnical engineering consultant and personnel
who will be performing the quality control tests for soil compaction, soil sieve
analysis, etc. The company and personnel shall show experience in this type of
work and the work shall be overseen by a registered professional engineer.
I. Name and credentials of the testing laboratory that will be performing the material
testing
m. Protection of the geomembrane during construction
n. Survey methods for control of work and progress surveys
B. Off -Site Fill Material Data: The Contractor shall submit a geotechnical report characterizing
the fill material from any off -site source to the Owner's Representative for approval.
C. Construction Quality Control Tests and Measurements: The Contractor shall submit quality
control tests to the Owner's Representative for approval. These include the following:
1. Soil density and moisture tests
2. Soil gradation and classification tests
3. Aggregate, if used, gradation tests
D. Geotechnical Test Results: The Contractor shall submit geotechnical results as described in
this Section.
E. Daily Quality Control Surveys: During construction, the Contractor shall provide interim
surface elevation surveys per Section 01 32 23 - Surveys and Layout Data.
F. Daily Construction Report: The Contractor shall prepare and maintain a daily report of
operations and furnish copies by noon the following day or as requested by the Agency as
described in Section 01 32 00 - Construction Progress Documentation.
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G. Storage Pond Subgrade Acceptance Certificate: The Contractor shall submit a certificate
signed by the geomembrane contractor stating that the subgrade is suitable for placement of
the High -Density Polyethylene (HDPE) geomembrane.
H. Payment and As -Built Surveys: The Contractor shall submit surveys for payment of pond
construction in accordance with SECTION 01 29 00 Measurement and Payment. Final as -
built surveys will be submitted to the Owner's Representative for approval.
1.05 QUALITY ASSURANCE
A. The Contractor shall perform the Work in accordance with SECTION 01 43 00 — Quality
Assurance and Control. The Contractor shall accommodate and provide support for
Construction Quality Assurance activities.
B. The Contractor shall use materials, procedures, operations, and methods in strict
conformance with the Contract Documents. Materials will be subject to quality control
monitoring as detailed herein.
PART 2 - PRODUCTS
2.01 FRAC TANKS
A. Wastewater effluent from the plant will be rerouted to frac tanks during construction and
stabilization of wastewater storage pond, installation of liner, and stabilization of project area.
Four frac tanks at 20,000 gallons each are to be kept on -site for usage.
2.02 FILL MATERIAL
A. General
1. Fill material may be acquired from excavation areas as shown on the Project Drawings
and from approved off -site sources. The intention is to use the most suitable material
obtainable from these sources. Materials containing brush, roots, sod, or other
perishable materials, and stones larger than 1 inch will not be considered suitable.
2. The suitability of the materials shall be subject to quality control tests. Mixing of the
borrow materials during the excavating process may be required. The Contractor shall
not excavate below the finished interior basin elevation shown on the Project Drawings.
Any soils excavated from below the water table will require drying prior to placement
and compaction.
B. Material
1. Suitable fill material shall consist of an inorganic, granular soil containing between 0%
and 12% material passing the No. 200 mesh sieve (sand having a Unified Soil
Classification of SP or SP-SM).
2. Materials unsuitable for use as berm fill are defined as follows:
a. Material containing more than 2% organic matter (by dry weight)
b. Materials classified by the Unified Soil Classification System as PT, OH, OL, CH,
MH, GM, GC, GW and GP
c. Materials containing roots greater than 1 inch in diameter, logs, scrap lumber, metal
objects, plastic and fiberglass objects, concrete construction refuse, and other
objectionable debris
d. Materials containing brush, sod, organic, and other perishable materials
e. Material containing rocks greater than 1 inch in diameter.
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AIIJuice Pond Modification
f. The Contractor shall dispose of unsuitable material in areas approved by the Owner
or in an approved landfill. Disposal of unsuitable material within the pond footprints
and other constructed features is expressly forbidden.
3. Where pipe bedding material consists of soil material, soil shall be classified as SP or
SP-SM per ASTM D2487 and having a fine material content less than 12% per ASTM
D6913.
PART 3 - EXECUTION
3.01 GENERAL
A. The Construction Drawings show or indicate the presence of existing structures and
underground utilities adjacent to or within the limits of the Work. Such information was
obtained from existing records and is not guaranteed to be correct or complete. The
Contractor shall explore ahead of demolition, trenching, excavation, grading, or other
subsurface Work to determine the exact location of all existing structures and underground
utilities. Existing structures and underground utilities, not identified for removal, shall be
supported and protected from damage by Contractor.
B. The Contractor shall perform all appropriate subsurface utilities mark outs prior to performing
any intrusive Work and shall provide sufficient notification to NC811 Digging Hotline as
required by North Carolina state law. The Contractor shall also coordinate with the Owner on
the location of plant pipeline and utilities prior to construction.
C. Prior to the start of construction activities, the Contractor shall install erosion and sediment
control measures per NCDOT requirements, remove aerators from the treatment pond and
store in staging area shown on the construction drawings or other Owner approved area, and
remove and demolish historic containers and manholes per SECTION 01 11 00 -SUMMARY
OF WORK.
D. The Contractor shall perform the initial dewatering of the treatment pond per Part 3.02 of this
Section. The Contractor shall perform subsequent dewatering of excavated areas as
necessary per the approved dewatering plan and abide by all state and local laws regarding
dewatering of construction sites. The Contractor shall monitor any discharge as necessary to
ensure that the discharged water does not violate state water quality standards.
E. After dewatering and before beginning the excavation activities, the Contractor shall verify all
existing elevations and grades, perform a pre -construction survey of the construction area
and provide templates and excavation and fill volumes per SECTION 01 32 23 — Surveys
and Layout Data.
F. The Contractor shall protect bottoms of all excavations from free-standing water and frost. All
soils in excavations or where fills will be placed shall be protected from movement or other
damage due to frost penetration. Soil backfill, insulation, heat, or other methods acceptable
to the Owner's Representative shall be used to protect soils during periods of the year in
which frost penetration is possible.
G. The Contractor shall protect excavation areas during working and non -working hours per
NCDOT Safety Policy and Procedure 1926.650 requirements.
H. After acceptance of the subgrade, the Contractor shall install the HDPE geomembrane as
described in the Construction Drawings and SECTION 31 05 19.16 — Geomembranes for
Earthwork.
August 2022 EARTHWORK AND POND CONSTRUCTION
C01762-02.01 Section 31 23 10 — 4

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3.02 POND EXCAVATION
A. Before beginning construction, the Contractor shall set up frac tanks in an approved area
designated by the Owner or as shown on the Construction Drawings and reroute the 8-inch
pond influent pipeline to the frac tanks per the Construction Drawings.
B. The Contractor shall dewater the treatment pond and discharge the water to the frac tanks or
the irrigation fields as directed by the Owner's Representative. The Contractor shall abide by
all state and local laws regarding dewatering of construction sites. The Contractor shall not
discharge dewatered effluent to any other location onsite unless approved by the Owner's
Representative.
C. The Contractor shall excavate sludge and 6-inches of soil from the treatment pond and place
in sludge stockpile area shown on the Construction Drawings.
Contractor shall consult with Owner concerning the disposal of the sludge residuals. If
deemed acceptable, the material will be applied to the irrigation fields as directed by
Owner. If material is not acceptable for application to the irrigation field, the material
shall be disposed of in an appropriate land fill facility.
D. The Contractor shall construct the ponds and berm to the elevations and alignments shown
on the Construction Drawings within the construction tolerances stated in these
specifications.
E. The Contractor shall construct the storage pond by excavating to the depths and extent
indicated on the Construction Drawings for the proper installation of the Work.
3.03 STORMWATER DITCH AND PIPE TRENCH EXCAVATION
A. The Contractor shall construct the stormwater ditch and pipe trench excavations at the
locations shown on the Construction Drawings, in accordance with Section and/or as
required to complete the Work. Where the depth of ditch or trench and/or soil conditions
necessitate, sheeting and/or bracing may be required.
B. Pipe trenches shall not be opened for more than 150 feet in advance of pipe installation nor
left unfilled for more than 100 feet in the rear of the installed pipe when work is in progress.
Open trenches shall be protected and barricaded in accordance with all applicable safety
standards and regulations. There will be no trenches left open at the close of each working
day unless properly protected.
C. Pipe trench width shall be minimized to the greatest extent practical, and shall comply with
the following:
1. Trench width shall be sufficient to provide space for installing, jointing, and inspecting
piping. In no case shall trench be wider at top of pipe than pipe barrel outside diameter
(OD) plus 2 feet, unless otherwise shown or indicated on the Design Drawings.
2. Enlargement of trench width at pipe joints may be made when required and approved by
Owner's Representative.
3. Trench width shall be sufficient for shoring and bracing or shielding and dewatering and
to allow thorough compaction of fill adjacent to bottom half of pipe.
4. Do not use excavating equipment that requires the trench to be excavated to excessive
width.
5. Depth of trench shall be as shown or indicated on the Construction Drawings. If required
and approved by Owner's Representative in writing, depths may be revised.
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C01762-02.01 Section 31 23 10 — 5

AIIJuice Pond Modification
6. Where bedrock or other unyielding material is encountered at the bottom of the trench,
remove such material to a minimum depth of 6 inches below the bottom of the pipe and
replace with pipe bedding material.
7. Where the Owner's Representative considers existing material beneath bedding
material unsuitable, the Contractor shall remove and replace such unsuitable material
with pipe bedding material.
3.04 UNAUTHORIZED EXCAVATIONS
A. The Contractor shall not be entitled to any compensation for excavations carried beyond or
below the lines and subgrades prescribed on the Design Drawings. The Contractor shall
backfill and compact such unauthorized excavations at its own expense and in conformance
with the provisions of this Section.
B. Should the Contractor, through negligence or for reasons of its own, carry its excavation
below the designated subgrade, appropriate materials (as specified in Part 2.0 of this
section) shall be furnished and placed as backfill in sufficient quantities to reestablish the
required subgrade surface.
C. Materials used for backfilling shall be spread and compacted in conformance with the
requirements of this section and to the percentage compaction outlined in Part 3.06 of this
Section. The cost of any testing required as a result of this refilling operation shall be borne
by the Contractor.
All material that slides, falls, or caved into the established limits of excavations due to any
cause whatsoever, shall be removed and disposed of at the Contractor's expense and no
extra compensation will be paid to the Contractor for any materials ordered for refilling the
avoid areas left by the slide, fall, or cave-in.
3.05 SUBGRADE PREPARATION
A. General
1. Subgrades shall be firm and intact, dense, and thoroughly compacted and consolidated;
shall be free of standing water and mud, muck, and other soft or unsuitable materials;
and shall remain firm and intact under all construction operations. Subgrades that are
otherwise solid but become soft or mucky on top due to construction operations shall be
reinforced with general fill material. Finished elevation of stabilized subgrades shall not
be above subgrade elevations shown or indicated.
2. If, in the Owner's Representative's opinion, subgrade becomes softened or mucky
because of construction delays, failure to dewater properly, or other cause within
Contractor's control, the subgrade shall be excavated to firm material, trimmed, and
backfilled with compacted general fill material at Contractor's expense.
3. Prior to placing backfill or HDPE geomembrane installation, the Contractor shall proof -
roll the subgrade surface with a sufficient proof -rolling apparatus in the presence of the
Owner's Representative. The Owner's Representative shall be notified at least 24 hours
in advance of start of proof -rolling operations.
4. If soft or loose zones are found during proof -rolling, the Contractor shall excavate the
soft or loose material to a depth approved by the Owner's Representative and backfill
with suitable fill and compact in accordance with this section.
B. Subgrade Preparation for Storage Pond
1. The Contractor shall prepare the storage pond subgrade surface for placement of the
HDPE geomembrane by grading, scarifying, and compacting the upper 6 inches of
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AIIJuice Pond Modification
material and recompacting to 95% of maximum dry density per ASTMD698A and to
within 2% of the optimum moisture content determined by ASTM D1557.
2. The storage pond subgrade shall be free of unsuitable material, including, but not limited
to coarse particles, earth clods, uneven areas, ruts, roots, debris, and wood pieces.
3. The Contractor shall rake or remove by hand, as necessary, any rocks or debris that
protrudes from the surface greater than 3/8 inches.
4. The Contractor shall shape the entire subgrade to a uniform surface running reasonably
true to the line, grade, and cross section shown on the Construction Drawings.
5. The Contractor shall take precautions not to disturb the exposed subgrade by
minimizing construction traffic across the subgrade or using special equipment and/or
construction methods to prepare the subgrade.
6. The HDPE geomembrane contractor and Owner's Representative must inspect and
approve the surface prior to the placement of the geomembrane.
C. Subgrade Preparation for Berm and Dry Detention Pond
1. The Contractor shall scarify the subgrade surface to a depth of 6 inches prior to placing
fill.
D. Subgrade Preparation for Pipe Bedding Materials
1. The Contractor shall prepare the pipe subgrade immediately prior to installing the pipe in
the trench.
2. Where pipe is to be laid on the undisturbed bottom of an excavated trench, excavation
shall not extend lower than the finished subgrade elevation at any location.
3. Where pipe is to be laid on granular material, the excavation below subgrade shall be to
the minimum depth required to install the pipe bedding material. The pipe bedding
material shall be deposited in layers not to exceed 6 inches and shall be thoroughly
compacted prior to pipe installation.
3.06 FILL PLACEMENT AND COMPACTION
A. General
1. No fill shall be placed on any part of the berm or detention pond foundation until such
areas have been inspected and approved by the Owner's Representative. The gradation
and distribution of material throughout the compacted earth fill section of berm shall be
such that the berm will be free from lenses, pockets, streaks, and layers of material
differing substantially in texture or gradation from surrounding material of the same
class. Successive loads of material shall be dumped at locations on the fill as directed or
approved.
2. The Contractor shall first use the suitable excavated material from the treatment pond
as fill for the berm or dry detention pond.
3. Payment for berm or detention pond fill is intended to be based on the amount of fill
placed and compacted to finished grade elevations. In order to properly document
payment for on -site versus off -site fill placement, the Contractor shall place all available
on -site fill first and then proceed to placement of off -site fill. The Contractor shall base
their bid on the assumption that all on -site material will be placed first before off -site
material is placed.
4. The Contractor shall place fill materials to the lines and grades shown on the
Construction Drawings. Fill materials shall not be placed over wet, frozen, or unstable
subgrade surfaces.
5. The Contractor shall stop fill placement temporarily during unsuitable weather conditions
or as approved by the Owner's Representative. Fill materials that do not meet specified
moisture content shall not be placed, spread, or compacted. When Work is interrupted
August 2022 EARTHWORK AND POND CONSTRUCTION
C01762-02.01 Section 31 23 10 — 7

AIIJuice Pond Modification
by heavy rains, fill operations shall not be resumed until field tests indicate the moisture
content is within the specified tolerances. Moisture content ranges indicated in this
Section represent the moisture content required at the time the material is undergoing
compaction.
6. The Contractor shall uniformly grade areas to provide a finished surface that is smooth,
compacted and free of irregularities. The work area shall be graded, shaped, and
otherwise drained in such a manner as to minimize soil erosion, siltation of drainage
channels, damage to existing vegetation, and damage to property and waterways
outside the limits of the work area.
7. Compaction
a. If the Contractor cannot attain the specified densities with the maximum lift
thicknesses specified, the lift thickness shall be reduced and/or heavier compaction
equipment shall be provided. Adjustments to achieve compaction shall be at no
additional cost to the Owner.
b. The Contractor's geotechnical engineering consultant shall perform soil density and
moisture testing per ASTM D6938. Tests will be required at a minimum frequency
of one passing test for each lift of backfill placed, for every 100 cubic yards of fill, for
every 2,500 square feet of subgrade, or for every 25 linear feet of pipe bedding,
whichever results in the greatest frequency. The consultant shall record the
elevation and location of each test and the results of this testing shall be certified
and submitted the Owner's Representative withing 24 hours of test completion.
c. If the required densities are not obtained, the Contractor shall perform the following
at no additional cost to the Owner:
1) Remove unacceptable material as necessary and replace with specified
materials.
2) Compact backfill materials as required to achieve acceptable results.
3) Perform compaction testing and provide results to the Owner's Representative
within 24 hours of test completion.
d. The Owner's Representative may order additional density tests to confirm required
densities are being met. When requested to test densities below the current level of
fill, the Contractor shall dig test holes, at no additional cost to the Owner.
e. The Contractor shall include the costs and time necessary for compaction testing in
their bid and schedule and shall not have claims for extra compensation or
construction delays for testing.
B. Berm and Dry Detention Pond
1. The Contractor shall construct the berm and dry detention pond to the lines, grades, and
cross sections indicated on the Construction Drawings.
2. After the first lift is placed, the Contractor shall thoroughly scarify the surface of the
previously compacted lift to a depth of 3 inches and moisten as required for bonding to
overlying material. After dumping, the materials shall be spread by approved means in
approximately horizontal layers over the entire fill areas. Thoroughly mix embankment
materials by disking or harrowing. When succeeding lifts display differences in color or
fines content material shall be uniformly mixed to a depth of 2 feet.
3. Fill material shall be placed at a moisture content within plus or minus 2% of the soils
optimum moisture content as determined by ASTM D1557.
4. The Contractor shall place fill in 1-foot loose lifts and compact using a vibratory
compactor similar to the one used to prepare the foundation to 95% of the Modified
Proctor Test (ASTM D1557). If the overlapping tracks of a bulldozer or lightweight
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AIIJuice Pond Modification
vibratory compaction equipment are utilized, then the fill loose lift thickness shall be
reduced to 6 inches.
5. If, in the opinion of the Owner's Representative, the underlying surface is not suitable for
subgrade fill placement, the Contractor shall be required to perform additional work to
correct it. The work shall include, but not be limited to, the following:
a. If the underlying surface of any layer of the fill is too dry and/or too smooth to bond
properly with the layer of material to be placed thereon, moisten and/or scarify to
provide a satisfactory bonding surface before the next layer of fill material is placed.
b. If the underlying surface of any layer of the fill is too wet, either remove and allow
drying and/or scarifying in place to reduce the moisture content to the required
amount in accordance with the requirements in the Contract Documents.
Recompact before the next layer of fill is placed.
c. Distribute the moisture content of the fill material uniformly throughout each layer of
the material prior to and during compaction.
6. In the event of any slides prior to final acceptance of the work, the Contractor shall
remove material from the slide area, as directed, and shall rebuild such portion of the
berm or pond. The removal and disposal of material and the rebuilding shall be
performed without cost to the Owner.
C. Pipe Backfill
1. The Contractor shall backfill over pipes shall begin as soon as practical after the pipe
has been laid, jointed, and inspected.
2. The Contractor shall place and compact material in lifts. Space between the pipe and
sides of the trench shall be packed by hand tamper, up to a level of 1 foot above the top
of the pipe. Contractor shall compact backfill to 90% of maximum density as determined
by the Modified Proctor Test (ASTM D1557) in layers not to exceed 4 inches in depth up
to the centerline of the pipe from the trench bottom. The backfill shall be carried up
evenly on both sides of the pipe.
3. The Contractor shall place remaining material within trench in 6-inch lifts and compact
with hand tamper or walk -behind equipment.
3.07 TOLERANCES
A. The final surveyed elevations shall be within +/- 3 inches of the design elevations shown on
the Construction Drawings.
B. No payment shall be made for material more than 3 inches above the design template as
measured perpendicular to and above the design template.
3.08 PROTECTION AND MAINTENANCE
A. The Contractor shall repair and reestablish grades to the specified tolerances any completed
or partially completed surfaces that have eroded, rutted, settled, or where they lose
compaction due to subsequent construction operations or weather conditions. Scarify or
remove and replace soil material to depth as directed by Owner's Representative; reshape
and recompact. Where settling occurs before project completion, remove finished surfacing,
backfill with additional soil material, compact, and reconstruct surfacing. Restore
appearance, quality, and condition of finished surfacing to match adjacent work, and
eliminate evidence of restoration to the greatest extent possible.
B. After completion of the berm, maintain and repair the berm crest as necessary to eliminate
any ruts or depressions caused by settlement or by the operation of vehicles or equipment
for the remainder of the contract period. Leave the berm crest surfaces in such condition that
August 2022 EARTHWORK AND POND CONSTRUCTION
C01762-02.01 Section 31 23 10 — 9

AIIJuice Pond Modification
they drain freely at all points. The Contractor shall take special care to protect the completed
berm and adjoining areas affected by his operations from erosion with the use of erosion
fencing, hay bales, temporary swales, or whatever other means necessary. If erosion occurs,
make the necessary repairs immediately.
3.09 ACCEPTANCE
A. The Contractor shall cooperate with the Owner's Representative in the performance of
compaction and gradation testing performed for Quality Assurance purposes.
B. The Contractor retains all Ownership and responsibility for the earthwork until written
acceptance by the Owner's Representative.
C. The Contractor shall perform As -Built Surveys per SECTION 01 32 23 Surveys and Layout
Data.
D. The Owner's Representative will accept earthwork when:
1. Conformance test results meet the requirements of the Contract Documents.
2. Required documentation from the field and laboratory testing laboratories has been
received and accepted.
3. All repairs have been completed to the Owner's Representative satisfaction.
4. Written Certification Documents have been received by the Owner's Representative.
5. All required documentation from the material supplier and Contractor has been received
and accepted.
6. The material installation and compaction are complete.
7. The Contractor has submitted to the Owner's Representative all written Certification
Documents and reports required by this Section and As -Built surveys.
=I►lIXOM"9xol1[07►1
August 2022 EARTHWORK AND POND CONSTRUCTION
C01762-02.01 Section 31 23 10 — 10

SECTION 33 05 05
BURIED PIPING INSTALLATION
PART 1 - GENERAL
1.01 SUMMARY
A. The Contractor shall furnish all labor, materials, and equipment necessary for performing the
required pipe installation, as described herein and shown in the Construction Drawings.
1.02 RELATED SECTIONS
A. The Work of the following Sections is related to the Work of this Section. Other Sections not
referenced below may also be related to the proper performance of this Work.
1. Section 01 33 00 — Submittal Procedures
2. Section 01 32 23 — Surveys and Layout Data
3. Section 01 57 13 — Temporary Erosion and Sedimentation Controls
4. Section 31 05 19.16 — Geomembranes for Earthwork
5. Section 31 23 10 — Earthwork and Pond Construction
1.03 REFERENCES
A. The referenced publications form a part of this Section. The publications are referenced in
the text by basic designation only. The version of the publication and test method in effect at
the time of bidding shall be applicable in all cases.
B. ASTM International (ASTM)
1. D1784, Standard Classification System and Basis for Specification for Rigid Poly (Vinyl
Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
2. D1785, Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules
40, 80 and 120.
3. D2321, Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers
and other Gravity -Flow Applications.
4. D2466, Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings,
Schedule 40.
5. D2564, Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC)
Plastic Piping Systems.
6. D2774, Standard Practice for Underground Installation of Thermoplastic Pressure
Piping.
7. F477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe.
8. F656, Standard Specification for Primers for Use in Solvent Cement Joints of Poly (Vinyl
Chloride) (PVC) Plastic Pipe and Fittings.
C. American Water Works Association (AWWA)
1. C605, Underground Installation of Polyvinyl Chloride (PVC) and Molecularly Oriented
Polyvinyl Chloride (PVCO) Pressure Pipe and Fittings
1.04 SUBMITTALS
A. The following submittals shall be submitted in accordance with Section 01 33 00 — Submittal
Procedures for Owner's Representative approval.
August 2022 BURIED PIPING INSTALLATION
C01762-02.01 Section 33 05 05 — 1

AIIJuice Pond Modification
B. Shop Drawings: Within 14 calendar days of Notice to Proceed, the Contractor shall submit
shop drawings that include the following:
1. Proposed layout and installation methods for pipe installation, including rerouting of
pond influent to frac tanks
2. Details of piping, specials, joints, harnessing and thrust blocks, and connections to
piping, structures, equipment, and appurtenances
3. Proposed testing procedures, methods, apparatus, and sequencing
C. Product Data: Prior to shipping any material to the site, the Contractor shall submit the
manufacturer's product data including pipe, fittings, gaskets, valves, and appurtenances.
D. Leak Test Results: The Contractor shall submit results of the leak test prior to performing
backfill operations.
E. Record Documentation:
1. Maintain accurate and up-to-date record documents showing modifications made in the
field, in accordance with approved submittals, and other Contract modifications relative
to buried piping Work. Submittal shall show actual location of all piping Work and
appurtenances at same scale as the Drawings.
2. Show piping with elevations referenced to Project datum and dimensions from
permanent structures. For each horizontal bend in piping, include dimensions to at least
three permanent structures, when possible. For straight runs of piping provide offset
dimensions as required to document piping location.
3. Include profile drawings with buried piping record documents when the Contract
Documents include piping profile drawings.
1.05 QUALITY ASSURANCE
A. The Contractor shall perform the Work in accordance with Section 01 43 00 — Quality
Assurance and Control.
B. The Contractor shall use materials, procedures, operations, and methods in strict
conformance with the Contract Documents. Materials will be subject to quality control
monitoring as detailed herein.
C. The Contractor shall obtain all materials included in this Section, regardless of component
Supplier, from a single thermoplastic pipe supplier. All pipe of each material type shall be
furnished by the same manufacturer.
1.06 DELIVERY, STORAGE, AND HANDLING
A. The Contractor shall Inspect all materials for damage when delivered to the site. Materials
that exhibit cracking, gouging, chipping, denting, and other damage should be immediately
removed from Site and replaced with acceptable material.
B. The Contractor shall store materials to allow convenient access for inspection and
identification. Materials shall be stored off ground using pallets, platforms, or other supports.
C. The materials should be covered and protected from direct sunlight.
D. The Contractor shall handle pipe, fittings, specials, and accessories carefully in accordance
with pipe manufacturer's recommendations. The materials shall not be dropped or rolled off
trucks.
E. The inside of pipes and fittings hall be free of dirt and debris.
August 2022 BURIED PIPING INSTALLATION
C01762-02.01 SECTION 33 05 05 — 2

AIIJuice Pond Modification
1.07 QUALIFICATIONS
A. The Manufacturer shall have a minimum of 5 years' experience producing thermoplastic pipe
and fittings substantively similar to the materials specified and shall be able to submit
documentation of satisfactory service in at least five completed installations in operation for
at least 5 years each.
B. The Contractor shall engage a single pipe installer who shall be responsible for all
thermoplastic pipe Work and shall employ only tradesmen with specific skills and experience
in the type of Work required.
C. The Installer shall have a minimum of 5 years' experience installing thermoplastic pipe and
fittings substantively similar to the materials specified and substantively similar to or larger
than the scope of thermoplastic piping Work on the Project and shall be able to submit
documentation of satisfactory experience in at least five completed installations in operation
for at least 5 years each.
PART 2 - PRODUCTS
A. PVC pipe shall conform to ASTM D1784, minimum cell classification 12454, pipe shall be
Schedule 40 conforming to 8-inch diameter per ASTM D1785.
B. PVC Fittings and Joints shall and conform to the requirements of ASTM D1785, ASTM 2466,
and manufacturer's recommendations.
C. Push -on type joints shall be sealed with ethylene propylene rubber (EPR) gaskets in
accordance with ASTM F477.
D. Cement and Primer shall conform to ASTM D2564 and ASTM F656.
2.02 BURIED PIPE IDENTIFICATION
A. Manufacturer shall cast or paint on each length of pipe and each fitting pipe material,
diameter, and pressure or thickness class.
B. The Contractor shall install pipe labels every 50 feet along the irrigation lagoon pipe. The
labels should be black with white letters that state "Wasterwater for Irrigation" per
ANSI/ASME A13.1.
C. The Contractor shall install a detectable underground warning tape for all pipelines.
1. Tape shall be of inert, acid- and alkali -resistant, polyethylene, 5 mils thick, 6 inches
wide, with aluminum backing, and have 15,000-psi tensile strength and 80% elongation
capability. Tape shall be suitable for direct burial.
2. Message shall read, "CAUTION PIPE BURIED BELOW" with bold letters approximately
2 inches high. Messages shall be printed at maximum intervals of 2 feet.
2.03 SOURCE QUALITY CONTROL
A. Pipe manufacturer shall maintain continuous quality control program.
B. Where applicable and when requested by Owner's Representative, the Contractor shall
submit results of source quality control tests specified in reference standards.
August 2022 BURIED PIPING INSTALLATION
C01762-02.01 SECTION 33 05 05 — 3

AIIJuice Pond Modification
PART 3 - EXECUTION
3.01 PIPE INSTALLATION
A. The Contractor shall excavate and backfill pipe trenches in accordance with Section 31 23
10 - Earthwork and Pond Construction.
B. The Contractor shall install pipes accurately to line and grade shown and indicated in the
Construction Drawings, unless otherwise approved by Owner's Representative.
C. The Contractor shall install cleanout fittings (Nyloplast or approved equivalent) as shown in
the Construction drawings and install concrete in the bottom of the structure to the pipe invert
elevations to eliminate sump.
D. The Contractor shall install PVC pipe and fittings in strict accordance with the installation
recommendations of the pipe and fittings manufacturer. Pipe shall not be laid when the
temperature is below 40°F.
E. The pipe ends that are to be joined shall be shielded from direct sunlight prior to and during
the laying operation. Adequate ventilation shall be provided when working with pipe joint
solvent cement and the handling of solvent cements, primers and cleaners shall be in
accordance with ASTM F402.
F. The Contractor shall slope piping uniformly between elevations shown.
G. The Contractor shall maintain dry trench conditions until jointing and backfilling are complete.
Pipes shall not be laid in water and interiors of pipe, fittings, valves, and appurtenances shall
be kept clean and protected.
H. The Contractor shall begin laying pipe at lowest point and proceed towards higher
elevations, unless otherwise approved by Owner's Representative.
I. The Contractor shall carefully examine pipe, fittings, valves, and specials for cracks,
damage, and other defects while suspended above trench before installation and
immediately remove defective materials from the Site and replace with acceptable products.
J. The Contractor shall field cut pipe, where required, with machine specially designed for
cutting the type of pipe being installed. Cuts shall be made carefully, without damage to pipe,
coating or lining, and with smooth end at right angles to axis of pipe.
K. The Contractor shall join pipe segments together per manufacturer recommendations.
L. The Contractor shall notify the Owner's Representative 24 hours in advance of backfilling
operations.
3.02 TRACER TAPE INSTALLATION
A. Provide polyethylene tracer tape with aluminum backing for buried, non-metallic piping,
which includes pipe that is PVC, CPVC, polyethylene, HDPE, FRP, ABS, and vitrified clay.
B. Provide magnetic tracer tape 12 to 18 inches below finished grade, above and parallel to
buried pipe.
C. For pipelines buried 8 feet or greater below finished grade, provide second line of magnetic
tracer tape 2.5 feet above crown of buried pipe, aligned along the pipe centerline.
D. Tape shall be spread flat with message side up before backfilling.
3.03 PIPE LEAK TEST
A. The Contractor shall test the pipe per AWWA C605 "Underground Installation of Polyvinyl
Chloride (PVC) and Molecularly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe and
Fittings.
B. The Contractor shall test the pipeline in sections not to exceeding 1,000 feet.
August 2022 BURIED PIPING INSTALLATION
C01762-02.01 SECTION 33 05 05 — 4

AIIJuice Pond Modification
C. Prior to starting the test in below grade applications, straight lengths of pipe should be
backfilled between fittings that are tested.
D. Slowly fill the pipe section with water, taking care to evaluate all trapped air in the process.
E. Allow a minimum of 1 hour for temperature equilibrium to be achieved in test section before
pressurizing.
F. Visually check the system for leaks.
G. Remake leaking joints with new materials and repeat test until leakage is within allowed
limits.
H. Exposed pipe, joints, fittings, and valves shall be carefully examined during the partially open
trench test. Joints showing visible leakage shall be replaced as necessary. Defective pipe,
joints, fittings, and valves found during the pressure test shall be removed and replaced with
new material, and the test repeated until the test results are satisfactory.
I. Backfill placed prior to the tests shall be placed in accordance with the requirements of
Section 31 23 10 - Earthwork and Pond Construction.
A. Following assembly and testing, and prior to final acceptance, piping systems shall be
flushed with water to remove accumulated construction debris and other foreign matter. The
piping shall be flushed until all foreign matter is removed from the pipeline.
3.05 ACCEPTANCE
A. The Contractor retains all Ownership and responsibility for the installed pipe and fittings until
written acceptance by the Owner's Representative.
B. The Owner's Representative will accept the pipe and fittings when:
1. Conformance test results meet the requirements of the Contract Documents.
2. All repairs have been completed to the Owner's Representative's satisfaction and at no
cost to the Owner.
3. Written certification documents, including Construction Drawings indicating as -built
conditions have been received by the Owner's Representative.
4. All required documentation from the material supplier and Contractor has been received
and accepted.
5. Reports verifying completion of all quality control testing have been received in
accordance with this Section.
6. The Contractor has submitted to the Owner's Representative all written certification
documents and reports required by this Section.
END OF SECTION
August 2022 BURIED PIPING INSTALLATION
C01762-02.01 SECTION 33 05 05 — 5

AIIJuice Pond Modification
This page intentionally left blank.
August 2022 BURIED PIPING INSTALLATION
C01762-02.01 SECTION 33 05 05 — 6

Section K — Engineering Calculations -
Revised

Pond Modification and Wastewater System
Improvements Project
Engineering Calculations
ALLJUICE Food & Beverage Co.
Hendersonville, North Carolina
:7
rM
6 d irTwii P
9
171
40pi P:F.s
Q
-I�� CExclo—
ZANCHOEL
SITE
0
NORTH
0
6025EEEEme!�
8000 16000
SCALE IN FEET
Jr
SOURCE: Bing Maps 2021
September 7.. 2022

Table #1
Conversions
24
hrs/day
7.48052
gal/CF
86,400
seconds/day
646316.93
gpd/cfs
27
CF/CY
Table #2
r1Ua.1V»u19 rana ,. .. ....... ....r ..
Inputs
Water Supply = 6000 gpd
Total Volume = 180000 gal
Billing Days = 30 days
Outputs
Sanitary Wastewater = 1000 gpd
Domestic water usage rate = 25 gpd/employee
Shifts = 2
Employees = 20
Wastewater Flow = 5000 gpd
Production Ratio = 2
Full Production = 10000 gpd
Table #3
Pond wastewater i reatment racurcy water isaiance
Inputs
Full Production Wastewater Flow =1 10000 gpd
Peak Flow (Qp) = 0.01 cfs
Rainfall into Pond = 7675 laDd
Minimum Operating Volume =
100000
gal
14-Day Reserve =
247446
gal
Freeboard (2 ft) =
208483
gal
Minimum Required Design Volume = 555928 gal
Actual Pond Volume = 3952.76 CY
798355 gal
Potential Evapotranspiration (PET) = 31 gpd
Wastewater to Spray Fields = 20000 gpd

Sections N — Operations and Maintenance
Plan - Revised

August 2022
AIIJuice Wastewater Irrigation Systems
Wastewater Irrigation System
Operation and Maintenance Plan
Prepared for AIIJuice Realty, LLC
INZANCHOR
QEA

August 2022
AIIJuice Wastewater Irrigation Systems
Wastewater Irrigation System
Operation and Maintenance Plan
Prepared for
AIIJuice Realty, LLC
352 Jet Street
Hendersonville, NC 28792
Prepared by
Anchor QEA, LLC
231 Haywood Avenue
Asheville, NC 28801
AIIJuice Wastewater Irrigation System

TABLE OF CONTENTS
1 Background.................................................................................................................................1
1.1 Project Information.............................................................................................................................................1
1.2 Treatment and Chemical Processes on Site..............................................................................................1
2 Wastewater Treatment Areas.................................................................................................4
2.1
Maintenance of the Grit Filter........................................................................................................................4
2.2
Maintenance of the Influent Pipe.................................................................................................................4
2.3
Maintenance of the Wastewater Storage Pond......................................................................................5
2.4
Maintenance of the Aerator Apparatuses.................................................................................................5
2.5
Maintenance of the Pond and Berm Liner.................................................................................................6
2.6
Maintenance of the Irrigation Fields............................................................................................................6
2.7
Maintenance and Management of Residuals...........................................................................................7
3 Stormwater Control Measure.................................................................................................8
3.1 Maintenance of the Influent Ditch and Swale..........................................................................................8
3.2 Maintenance of the Dry Detention Pond Basin.......................................................................................8
3.3 Maintenance of the Effluent Outlet Pipe....................................................................................................9
4 Spill Prevention Measures
10
5 Contact Information.................................................................................................................11
5.1 Plant Personnel................................................................................................................................................. 11
5.2 Emergency responders................................................................................................................................... 11
5.3 Regulatory Agencies....................................................................................................................................... 12
6 References.................................................................................................................................13
FIGURES
Inset 1 Schematic diagram of process treatment flow...................................................................................2
Figure 1 Existing Conditions from Sheet C01 of Design Specification
Figure 2 Proposed Conditions from Sheet CO2 of Design Specification
APPENDICES
Appendix A Pond Liner Manufacturer's Instructions
Appendix B NCDEQ Erosion and Sediment Control Design Manual Section 6.30.1
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan i August 2022

Appendix C NCDEQ Stormwater Control Measures Design Manual Section C-12
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan
August 2022

DRAF
ABBREVIATIONS
AIIJuice
AIIJuice Realty, LLC
CCTV
Closed circuit television
NCDEQ
North Carolina Department of Environmental Quality
NCDWR
North Carolina Division of Water Resources
Site
AIIJuice bottling facility site, 352 Jet St.
WWIS
Wastewater irrigation system
WWTF
Wastewater treatment facility
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan
August 2022

Background
This document provides an Operation and Maintenance Plan for the wastewater treatment and
irrigation system processes at the AIIJuice facility in Hendersonville, North Carolina. It contains the
project background, a description of the affected environment, and a discussion of expected project
impacts.
1.1 Project Information
AIIJuice Realty, LLC operates a juice bottling facility located at 352 Jet Street in Hendersonville, North
Carolina (the Site). The AIIJuice facility is positioned on top of a northwest -trending topographic
ridge that is bound to the northeast and southwest by small tributaries of Wolfpen Creek. The site
includes a wastewater treatment facility (WWTF) which is further described in Section 1.2. A site map is
shown in Figures 1 and 2, with various components of the facility labelled on these figures. The
bottling process generates a wastewater stream that is kept separate from facility sanitary
wastewater. Wastewater is not allowed to be discharged to surface water but is authorized for up to
20,000 gallons per day (gpd) of land application under DEQ Permit Number WQ0004967 (effective
April 27, 2017 to March 31, 2022).
The Site currently includes a wastewater treatment facility (WWTF) for the bottling process as noted in
the permit referenced above and is briefly described as follows. Wastewater discharged from juice
processing equipment and tanks has its pH adjusted as needed. Wastewater is then conveyed to an
irrigation (holding) lagoon, or wastewater storage pond. Wastewater from the storage pond is then
land applied to an approximate 7-acre adjacent spray irrigation field, where grass species are grown to
consume a portion of the water and uptake pollutants and nutrients from the irrigation water. The
wastewater storage pond is positioned on the southwestern side of the ridge, and the spray
irrigation field is upgradient and to the northwest of the wastewater storage pond.
1.2 Treatment and Chemical Processes on Site
Wastewater discharged from the facility juice processing equipment and tanks passes through a
coarse screen, before being passed to the wastewater storage pond via an 8-inch PVC -pipe. Debris
in the form of trash and large solids is captured in the coarse screen. The proposed wastewater
storage pond has a surface area of 0.38 acres, has a volume of approximately 0.8 million gallons, and
will contain two 30-horsepower surface aerators, one of which will be continuously operated. The
wastewater is stored in the storage pond until conditions allow for spray application to the field.
When conditions are appropriate, water is pumped from the storage pond through a series of pumps,
pipes, and sprayers to be land applied to an approximate 7-acre adjacent spray irrigation field. The
wastewater effluent from the wastewater storage pond is sprayed on the irrigation field and
infiltrates into the soils and ultimately to the groundwater table. Wastewater treatment occurs
through the fescue crop that is grown to consume a portion of the water and uptake pollutants and
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 1 August 2022

DRAF
nutrients. The portion of the wastewater that is not taken up by the fescue crop wastewater storage
pond infiltrates into the soils and ultimately to the groundwater table.
Stormwater runoff from the spray irrigation field is conveyed to a tributary of Wolfpen Creek by the
ditch located to the east of the wastewater storage pond. The ditch runs generally north to south
and has a shallow gradient, which results in accumulation of stagnant water in some locations.
As a non -discharge facility, the WWTF's primary treatment component is the spray irrigation field; its
function is to provide wastewater treatment through the assimilative capacity of the fields. The
primary methods of maintaining groundwater quality are pH adjustment, hydraulic loading control
to the spray irrigation field, and the field's assimilative capacity for treatment of applied wastewater.
Based on discharge monitoring report data gathered in 2019, AIIJuice land applied an average of
6,235 gpd from 2016 through 2018. The current average flow is 5,493 GPD based on the average of
all reported flows in the Non -Discharge Monitoring Reports (NDMRs) compiled for 2020. With the
permitted spray irrigation rate limit of 20,000 gpd, wastewater can be held in the storage pond for
adequate periods of time (days to weeks) to allow conditions on the field to retain optimum
hydraulic and nutrient and pollutant load removal performance conditions. The wastewater storage
pond's primary function is hydraulic flow equalization. Surface aerators are needed at a minimum to
prevent anaerobic or septic conditions and associated foul odors from occurring. Treatment (e.g.,
removing biochemical oxygen demand [BOD] or nitrogen) that might occur in the storage pond is
considered incidental. In other words, the storage pond and its aeration system are not actively
operated to improve water quality.
The following numbering corresponds with numbered elements in diagram:
1. Wastewater: Composed of juice wastewater (residuals and spillage) and clean -in -place
cleaners (orthophosphoric acid)
2. Plant and sump containing coarse screen
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan
August 2022

a. Wastewater is discharged to the sump. A continuous wastewater stream flows during
operations and cleaning. The coarse screen removes debris and large solids from
wastewater stream.
b. The chemical feed in the sump adds antifoaming agents if needed. Caustic is added
by hand to sump if pH needs adjustment. Antifoaming agent is added by hand if
necessary,
c. Wastewater is conveyed to treatment pond by 8-inch polyvinyl chloride (PVC)
Schedule 40 pipe that runs through former septic area.
4. Redesigned wastewater storage pond (area: —0.38 acres, depth: —12 feet, volume: —0.8
million gallons)
a. Two aerators are used in the wastewater storage pond.
b. Aerators operate 24 hours a day, 7 days a week.
c. The wastewater storage pond is lined.
d. There is no ammonia in wastewater.
e. The high total Kjeldahl nitrogen (TKN) concentration is composed predominantly of
organically bound nitrogen.
5. Spray irrigation field
a. Treated wastewater is land applied to the spray irrigation field 1 or 2 times per day,
depending on site conditions.
b. Spraying typically occurs in the morning and at the end of the day.
c. Each spraying can contain up to 10,000 gallons per event.
d. AIIJuice is permitted to spray up to 20,000 gpd.
e. Decisions to spray depend on pond level, weather, and saturation of soils in the field.
f. Effluent discharged to the spray irrigation field has similar chemistry as the treatment
pond.
6. Spray irrigation field treats land applied wastewater through plant (fescue) assimilation and
infiltration to underlying soils.
7. Overland stormwater flow moves across the spray irrigation field to the ditch. The ditch will
convey stormwater flows to a proposed stormwater control measure, a dry detention basin,
to manage stormwater and precipitation flows on -site. During overflow conditions in the
detention basin, flow will discharge to the drainage ditch and direct stormwater flow toward
the southern property boundary where it discharges to a tributary of Wolfpen Creek.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 3
August 2022

2 Wastewater Treatment Areas
The wastewater treatment pond and its components shall be inspected and cleaned, according to
the following specific instructions for each component.
2.1 Maintenance of the Wastewater Discharge Sump
Wastewater exiting the juice bottling facility first passes through a coarse screen, which is set in a
concrete wastewater discharge sump below ground level outside of the treatment facility. The coarse
screen located at the invert of the pipe exiting the treatment facility and is used to filter out debris
and large materials'. Historically, there are no residuals or sediments captured by the coarse screen.
This coarse screen will be visually inspected once a month to assess the volume of debris captured
and contained in the vault.
Access to the coarse screen will occur via by entrance through the ladder atop the wastewater
discharge sump at finish elevation of the pavement. This is considered confined space entry and will
be performed under observation and holding to safe practices and standards.
The debris captured by the coarse screen inside the wastewater discharge sump will be collected,
removed, and disposed of at an established landfill. Debris will not be disposed of on -site or be
allowed to pass into the wastewater pond.
Additionally, at least once annually, inflows to the wastewater discharge sump containing the coarse
screen will be ceased to allow for an inspection of structures. The inspection will include observations
for blockages, impacts to proper function, and deterioration or insufficiencies. Identified problems
will be corrected.
This system does not produce large quantities of debris. Historically, debris quantities have been
removed by hand scoop or similar and stored on -Site until they can be disposed of at the landfill.
2.2 Maintenance of the Influent Pipe
Historically, there are no residuals, solids, or sediments transferred to or generated in the pipe or
wastewater storage pond.
Inspections of the pipe from the coarse screen to the wastewater storage pond will occur once per
permit cycle (5-years) via closed-circuit television (CCTV) scope/camera robot crawler, or similar
device. The pipe will be inspected for sedimentation, blockages, and damages or deterioration of the
pipe. Any problems or concerns noted will be immediately addressed. Such problems may include
the following: If considerable sedimentation is found, the sediment will be collected and disposed of
' Generally plastic bottle caps and other plastic objects.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 4
August 2022

at a proper landfill. If cracks or deterioration is found on the pipe, an assessment for partial or
complete replacement or patching will be made and the subsequent remedial decision will be
followed. Should concerns be seen in the effluent flowing into the pond, such as debris or untypical
cloudiness, the pipe will be investigated and cleaned.
2.3 Maintenance of the Wastewater Storage Pond
Historically, there are no residuals, solids, or sediments transferred to or generated in the pond. In
prior inspections of the pond bottom has been found clear of grit, chunks, or other debris.
The pond will be inspected annually for evidence of substantial sedimentation, erosion, or septic
conditions. Specifically, the basin walls, interior, and bottom of the storage pond will be inspected.
Any problems or concerns noted will be addressed immediately. Such problems may include
considerable sedimentation reaching a depth of greater than 6 inches, which affects proper function
of the pond. In this case, the sediment will be collected and disposed of at a proper landfill.
Downstream of the pond, it is assumed that the sprayer piping system and the irrigation field will
stay clear of sedimentation and grit compounding; however, these areas will be inspected annually to
ensure that the pond is functioning as designed and not passing sediments into the field.
2.4 Maintenance of the Aerator Apparatuses
The 30-horsepower aerators installed in the wastewater storage pond were manufactured by EPI in
1979. Maintenance and inspection activities will follow those recommended by typical
manufacturer's instructions, and may include the following:
• The aerators will be inspected twice annually to ensure they are functioning as designed.
Although the pond and aerators are not intended to maintain specific water quality levels, a
general monitoring of water quality and visual monitoring for the development of algae,
stagnant water, and other conditions shall occur on this twice annual schedule.
• Once annually, the aerators will be disconnected, powered down, removed, and thoroughly
inspected and cleaned according to the following procedure:
o Using a portable vacuum, air compressor or rags, debris, grass clippings and dirt from
inside the unit will be removed. Any debris, objects, or vegetation blocking the unit
intake and fan exhaust vents shall be removed. Valves, lids, hinges, and other
mechanical parts shall be tested to ensure that they are fully operational. Lubrication
and repairs will be applied as necessary. Parts such as filters, pistons, etc. will be
inspected and replaced if needed, at least once every three years.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 5 August 2022

The full maintenance manual for the model of aerators installed at AlUuice could not be found, thus
typical and general maintenance activities shall be followed.
2.5 Maintenance of the Pond and Berm Liner
The wastewater storage pond and dividing berm is lined with a 60-mm thick HDPE liner,
manufactured by XXX. The liner will be inspected and maintained following the manufacturer's
instructions, which are attached as Appendix A.
General inspections and maintenance of the liner shall include the following:
The liner roll and sheets laid in the pond basin shall be inspected upon installation.
• Activities which may cause puncture or tearing of the liner, such as walking on the liner, using
machinery or tools near or on the liner, or vegetation management, etc. shall be inhibited or
carefully monitored.
• After installation, if the liner becomes visible under the installed sediment and earthen cover,
the exposed liner area shall be checked, and the liner shall be reburied.
2.6 Maintenance of the Irrigation Fields
The fields on which the wastewater is applied as irrigation will be rehabilitated (replanted, weeded,
and mowed) on a cycling rotation according to a plan developed by Nutter and Associates (Nutter
2019). Maintenance, including assessment of plant establishment, the need for herbicide or gypsum
applications, and general field inspections are also included in this plan.
The Vegetation Management Guidelines plan developed by Nutter and Associates (Nutter 2019)
include the following elements:
• Seed fescue in early spring or late summer, as needed
• Perform pre -emergent weed control, as needed
• Perform liming, as necessary, to ensure soil pH is between 5.6 and 6.2
• Perform aeration in heavy traffic areas or where clay soils exist during fall season
• Broadcast seeds at a rate of approximately 250 pounds per acre
• Seeding depth should be approximately 0.25 inches
• Soil nutrition should be managed for optimal tall fescue growth and nutrient uptake
• Soil sampling is recommended to be performed at the end of each growing season to analyze
if additional fertilization or liming is necessary to maintain soil nutrition
• Traffic across spray fields should be limited or scheduled for periods when the soil is dry to
minimize compaction
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 6 August 2022

• The grass should be harvested when it is between 12 and 16 inches tall and successive cuts
should be performed every 5 to 6 weeks. The grass should be cut such that 3 to 6 inches of
stubble remains to promote regrowth. It is recommended that the hay remain on site to dry
out and then be raked, baled, and removed from the site.
• Trees could be used to create a buffer zone around the irrigation fields to increase protection
and aesthetics.
• Crop inspections are recommended to be conducted at least weekly to look for indications of
stressed vegetation, insect damage, or disease.
As required by the Permit, maintenance logs and record keeping of irrigation periods, nutrient
loadings, harvest records, and nitrogen removal will be kept on -site.
2.7 Maintenance and Management of Residuals
Any residuals generated or found in any component of the wastewater treatment area listed above
shall be handled according to the procedures and operations included in Permit Section Attachment
O -Residuals Management Plan, included as part of the permit requirements.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan
August 2022

3 Stormwater Control Measure
Management of the operations and maintenance of the stormwater control measure, a dry detention
basin, and its associated components will be performed according to the following specifications for
each component.
3.1 Maintenance of the Influent Ditch and Swale
The influent ditch has been designed from NCDEQ Erosion and Sediment Control Planning and
Design Manual guidance for grass lined channels and runoff conveyance measures.
The Maintenance section 6.30.1 of the manual, Grass -lined channels cites the following actions for
inspection and management: "During the establishment period, check grass -lined channels after
every rainfall. After grass is established, periodically check the channel; check it after every heavy
rainfall event. Immediately make repairs. It is particularly important to check the channel outlet and
all road crossings for bank stability and evidence of piping or scour holes. Remove all significant
sediment accumulations to maintain the designed carrying capacity. Keep the grass in a healthy,
vigorous condition at all times, since it is the primary erosion protection for the channel" (NCDEQ,
2013).
Given this guidance, the influent swale will be inspected quarterly and within 24 hours after every
storm event greater than 1.0 inches. Section 6.30.1 included as Appendix B.
3.2 Maintenance of the Dry Detention Pond Basin
The stormwater detention pond was designed from NCDEQ Stormwater Control Measure guidance
from the Stormwater Design Manual, updated November 23, 2020 (NCDEQ 2020). As such,
maintenance and operation procedures will follow the recommended actions found in the
Stormwater Design Manual.
The following procedures are stated in the Maintenance section of the Stormwater Design Manual
Section C-12 Dry Pond (NCDEQ 2020):
The drainage area will be managed to reduce the sediment load to the dry pond.
• Immediately after the dry extended detention basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly six weeks).
• The vegetation in and around the basin will be maintained at a height of approximately six
inches.
• At least once annually, a dam safety expert will inspect the embankment. Any problems that
are found will be repaired immediately.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 8 August 2022

After the dry pond is established, it will be inspected quarterly for vegetation development
and functionality of components and within 24 hours after every storm event greater than 1.0
inches. Post -storm inspection will investigate water levels, drawdown time, and assess
functionality of the outlet structure and overflow devices. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Should any problems or insufficiencies be found during inspections, the remedial actions and repairs
found in Table 1 of the Stormwater Control Manual Section C-12 will be followed. Section C-12 is
included as Appendix C.
3.3 Maintenance of the Effluent Outlet Pipe
The pipe from the dry pond to the drainage swale will be inspected annually for proper function by
flushing flow through the pipe and inspecting the outflows. Investigation will include a search for
evidence of sedimentation and blockages and damages or deterioration of the pipe. Any problems
noted will be addressed immediately. If considerable sedimentation is found, the sediment will be
collected and removed, to be applied to other areas on -site. If cracks or deterioration is found on the
pipe, an assessment for partial or complete replacement or patching will be made and the
subsequent remedial decision will be followed.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 9
August 2022

4 Spill Prevention Measures
A responsible person shall be on site at all times during facility operations to ensure proper
operating procedures, supervision of the site, and ability to remediate or control any upsets or
bypasses. The wastewater and facilities team shall prevent the release of contaminants and the
possibility of upsets or spills by following typical treatment, storage, loading, and unloading
operating procedures and well as maintaining the design volumes of the pipes, containers, and
ponds present in the facility.
Upsets or bypasses may occur on site if stormwater flows into the wastewater storage pond combine
with generated wastewater flows and overtop the pond. Other upsets that may occur include burst
effluent pipes from the pond to the pump house or from the pump house to the sprinklers, the dam
failure, or application of water to the irrigation field in excess of its capacity.
If an upset or bypass occurs, AIIJuice personnel shall take immediate action in accordance with their
training to safely stop the release and contain, clean up, and properly dispose of the released
material in a timely, efficient, and effective manner. Sump pumps and temporary straw or fabric
berms may be used to contain the flows and pump them back into the wastewater treatment facility
or a secondary holding container.
Captured liquids from these upsets and bypasses will be treated as wastewater effluent and be
added to the storage pond or containerized until application to the fields can occur. Residuals and
solids generated from upsets or bypasses, will be collected and containerized and treated in
accordance with the residuals management plan.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 10
August 2022

5 Contact Information
5.1 Plant Personnel
Name
Title
Email Address
Phone Number
Plant Manager/ Manager
Barry Sester
[e-mail]
[phone]
of Operations
[phone] office
Danielle Ann Hunter
ORC, Operator
dannihunter81 @gmail.com
[phone] cell
[phone] office
Robert P. Barr
Backup ORC, Operator
[e-mail]
[phone] cell
Owner Contact Person,
Mark Hoppe
[e-mail]
[phone]
Managing Member
Operations Manager,
Kristina Armbrust
[e-mail]
-
Permit Contact Person
5.2 Emergency responders
Name
Type
Physical Address
Phone Number
Hendersonville Fire
632 Sugarloaf Rd,
Department Station Two
Fire Department
Hendersonville, NC 28792
[phone]
City of Hendersonville City Hall
Hendersonville Police
Police Department
630 Ashe St, Hendersonville,
[phone]
Department
NC 28792
City of Hendersonville
Wastewater
99 Balfour Rd, Hendersonville,
[phone]
Wastewater Office
Treatment Division
NC 28792
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 11
August 2022

DRAF
5.3 Regulatory Agencies
Agency
Contact Name
Physical Address
Phone Number and Email
Address
NCDEQ Asheville
James Aaron, Senior
[phone]
Regional Office: Water
Environmental Technician
[e-mail]
[e-mail]
Resources Water Quality
Mitchell Anderson,
2090 U.S. 70 Highway,
Regional Operations
Environmental Specialist
Swannanoa, NC
28778-8211
NCDWR Water Quality
Regional Supervisor: G.
[phone], Ext. 4680
Regional Operations
Landon Davidson
[e-mail]
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 12
August 2022

6 References
NCDEQ (North Carolina Department of Environmental Quality), 2020. Stormwater Design Manual
Section C-12 Dry Pond. Last modified November 23, 2020; accessed August 19, 2021.
Available at https:Hdeq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/stormwater-design .
NCDEQ (North Carolina Department of Environmental Quality), 2013. Erosion and Sediment Control
Planning and Design Manual Section 6.30. 7 Grass -Lined Channels. Last modified May, 2013;
accessed August 19, 2021. Available at https://deq.nc.gov/about/divisions/energy-mineral-
and-land-resources/erosion-and-sediment-control/erosion-and-sediment-control-planning=
and -design -manual .
Nutter and Associates, 2019. Agronomic Evaluation. Prepared for AlUuice Realty, LLC. Revised
October 2019.
AIIJuice Realty, LLC
Wastewater Irrigation System
Operation and Maintenance Plan 13
August 2022

Figures

DRAF
kzANCHOR
IDEA
CONTROL POINT LEGEND:
RBC "KEE" (502)
STATE PLANE COORDINATES - S 197459" E CONTROL POINT 5/8" RBR/CAP
N: 599244.63' 283.50' (GRID)
E' 98497322' 11`'`� 283.56' (GROUND) ® DECIDUOUS TREE
ELEV'219791' AVG CF-0.99977399
CONIFEROUS TREE
15" CMP UTILITY POLE
wV IN:2180 l CONTROL POINT (BM)
INVOUT:2179.46'i \ 11 �E ELECTRIC PEDESTAL
V \` RBC "KEE" (501)
i GROUND COORDINATES
AREA LIGHT POLE
N: 598977.18' WASTEWATER
E: 985D57.49' MAN HOLE MONITORING WELL
' 1 ELEV:2186.08'
4" METAL INV IN: 2162.7'
1`I,1, i 11I 8" PVC INV OUT: 2181.91 A CONCRETE BOLLARD/PIER
"INACTIVE PIPES FOUND a MANHOLE (AS NOTED)
f ' , INSIDE MANHOLE_
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11151, 1
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DEPTH AND SIZE TO BE DETERMINED BY
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DEPTH AND SIZE TO BE DETERMINED BY
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HEIGHT AND SIZE TO BE DETERMINED BY
CONTRACTOR AT TIME OF CONSTRUCTION.
..
NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1998 (NAD83), V.S.
SURVEY FEET
WASTEWATER DISCHARGE
3, VERTICAL DATUM: NORTH AMERICAN VERTICAL
x
SUMP WITH SCREEN
DATUM OF 1988 {NAVD88}, U.S. SURVEY FEET
S
8" PVC INV IN. 2185 S'
4"METAL INV ou7:2162.9'
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
o
'INACTIVE PIPES FOUND INSIDE
APPROXIMATE, CONTRACTOR SHALLVERIFYTHC
DISCHARGE SUMP:
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
W 2 I
BEGINNING EXCAVATION.
&o
8"PVC #1
680t
INV IN UNKNOWN
? f°
INV OUT: 2186.e
6" PVC #2
INV IN UNKNOWN
0
INV OUT: 2186.4'
NORTH
4" PVC #3
0 30 60
?V
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INV IN, UNKNOWN
INV OUT. 21.A!
SCALE IN FEET
o a a
H �
0813012022 FINAL DESIGN LL=
NOT RELEASED FOR CONSTRUCTION `z
REVISIONS POND MODIFCATION AND WASTEWATER
CALL IBW632HN REV DATE BY ARP Di DESIGNED By R.W ATSON SYSTEM IMPROVEMENTS PROJECT C01
eebw. rv.cauEuucErrTEa
Glle�enwela in TME'A'�' T TT{`lJ DRAWN BY. PSCIABE ALLJUICE FOOD & BEVERAGE CO.
1 L 1 � 1 C �—Y `—�.J CHECKED BY R. COUPE
ANCHOR■■■��/111 4PPROYEDBY: W. OINICOA
Q ` SCALE, AS NOTED EXISTING CONDITIONS
DATE: AUGUST 3Q 2022 SHEEr e i OF B
Figure 1
Existing Conditions from Sheet C01 of Design Specification
AIIJuice Food and Beverage Company

SOIL STOCKPILE AREA
FOR UNSUITABLE SOILS TO BE REMOVED !
PROPOSED STORAGE POND
PROPOSED ANCHOR TRENCH FOR
STORAGE POND LINER.
SEE DETAILS
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Y l 5 4 1
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1
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111555\110
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CONTRACTOR SHALL REMOVE AND DEMOLISH
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BACKFILL HOLE WITH SUITABLE SOILS
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CONTRACTOR SHALL REMOVE AND DEMOLISH
OLD METAL TANK (ABOVE GROUND)
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APPROVED EQUIVALENT COq
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INTAKES FOR DITCHWATER SAMPLERS ':.'.f'.'..T:T:T::.':
1'.'.'.'.'.'.'::::::
I �:.'.'.'.': .. .
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CONTRACTOR TO BEGIN %
ll },I I ( 1111 I 5 REPLACE M ENT AND /
4-4CONTRACTOR TO REMOVE REALIGNMENT OF 8" PVC SCH.
I 1 10. OF PIPE AND CAP `� 40 PIPE AT THIS LOCATION
.................�
{ CONTRACTOR TO } I APPROXIMATE LOCATION O.F. DAMAGED PIPE.
51 111 REMOVE TREE } I CONTRACTOR TO REMOVE BROKEN PIPE AND CAP
1 4 1 l l 1 \----
/
h•1� 1 S CONTRACTOR TO INSTALL RIPRAP
FOR SPILLWAY AND IN DITCH AT 3
PIPE OUTFALL
�C04
14
I
) I CONTRACTOR SHALL REMOVE AND
DEMOLISH OPEN MANHOLE AND BACKFILL
HOLE WITH SUITABLE SOILS
REVISIONS
LEGEND:
PROPOSED STORAGE POND
O PROPOSED DRY DETENTION POND
PROPOSED BERM
— — — — — — — PROPOSED 8" DIA PVC PIPE
• — • — PROPOSED DITCH CENTERLINE
® PROPOSED 15' DIA HDPE PIPE
PROPOSED LINER ANCHOR TRENCH
NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), LI S
SURVEY FEET
i. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), U.S. SURVEY FEET
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
APPROXIMATE, CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
BEGINNING EXCAVATION.
S. CONTRACTOR TO PROTECT MONITORING WELLS AND
EXISTING STRUCTURES FROM DAMAGE DURING
CONSTRUCTION.
6. CONTRACTOR SHALL REMOVE AND REINSTALL FENCE
FOR CONSTRUCTION OF PIPES AND SPILLWAY.
NORTH
0 20 40
SCALE IN FEET
08/30/2022 FINAL DESIGN
/. NOT RELEASED FOR CONSTRUCTION
POND MODIFCATION AND WASTEWATER
DESIGNED BY', RROBERTSON
SYSTEM IMPROVEMENTS PROJECT
DRAWN BY, P. SCIABA
ALLJUICE FOOD & BEVERAGE CO.
CHECKEDBY. RCOUPL
APPROVED BY: W DINICOLA
SCALE. AS NOTED
PROPOSED CONDITIONS PLAN
DATE: AUGUST M 2a22
CO2
a'
s�-IFTII 4 of 8
Figure 2
Proposed Conditions from Sheet CO2 of Design Specification
AIIJuice Food and Beverage Company

Appendices

Appendix A
Pond Liner Manufacturer's Instructions

C19 i Fnnl( rf-- II(�(gfl
GEOMEMBRANE AND DRAINAGE
INSTALLATION SPECIFICATION
The information provided in this manual uses current quality control and quality
assurance standards within the geomembrane industry. It is the sole responsibility of the
user to determine the suitability and use of the information and/or discusses material (s).
Agru America, Inc. is not an installer of Geosynthetics Membranes. This manual is
provided only as a guideline and is not meant as an authority. Agru America will not be
held liable for the installation of Geosynthetic Membranes by others. 09-11-2020
Page 1

Contents
ARTICLEI.
GENERAL
........................................................................................................ 3
Section1.01
Summary......................................................................................................... 3
Section 1.02
References...................................................................................................... 3
Section1.03
Submittals....................................................................................................... 4
Section 1.04
Quality Control................................................................................................ 5
Section 1.05
Delivery, Storage and Handling..................................................................... 5
Section 1.06
Project Conditions.......................................................................................... 6
Section 1.07
Material Warranty........................................................................................... 6
Section 1.08
Geomembrane Installation Warranty............................................................ 6
Section 1.09
Geomembrane Pre -Construction Meeting .................................................... 6
ArticleII.
PRODUCTS....................................................................................................... 7
Section 2.01
Source Quality Control................................................................................... 7
Section 2.02 Geomembrane................................................................................................ 7
ARTICLE III. EXECUTION....................................................................................................
8
Section 3.01 Sub -grade Preparation...................................................................................
8
Section 3.02 Geomembrane Placement.............................................................................
8
Section 3.03 Seaming Procedures......................................................................................
9
Section 3.04 Pipe and Structure Penetration Sealing System.........................................10
Section 3.05 Field Quality Control......................................................................................11
Section 3.06 Liner Acceptance...........................................................................................16
Section 3.07 Anchor Trench...............................................................................................16
Section 3.08 Disposal of Scrap Materials..........................................................................16
ARTICLE IV. MEASUREMENT AND PAYMENT.....................................................................
16
ARTICLE V. GEOTEXTILE, GEONETS AND GEOCOMPOSITES...............................................
16
Section 5.01 Geotextiles.....................................................................................................16
Section5.02 Geonet............................................................................................................17
Section 5.03 Geocomposites..............................................................................................17
Section5.04 Repairs...........................................................................................................17
6.0 -TABLES ..................................................................................................................
18
Table 1: Seam Strength and related Properties of Thermally Bonded Smooth and
Textured High Density Polyethylene (HDPE) Geomembrane (English Units) ....................18
Table 2: Seam Strength and related Properties of Thermally Bonded Smooth and
Textured Linear Low Density Polyethylene (LLDPE) Geomembrane (English Units)......
19
Non -Destructive Air Channel Test.................................................................................
19
Table 3: Initial Pressure Schedule.................................................................................
19
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Article I. GENERAL
Section 1.01 SUMMARY
This specification includes furnishing and installing HDPE and LLDPE geomembranes as
well as geonets and geocomposite. The HDPE formulated sheet density is 0.940 g/cc or
greater. The LLDPE formulated sheet density is ≤0.939 g/cc. Both smooth and textured
geomembrane surfaces are included.
Section 1.02 REFERENCES
(a) American Society for Testing and Materials (ASTM), ASTM International, West
Conshohocken, PA www.astm.org :
(i) ASTM Standard D6392-12, “Standard Practice for Determining the Integrity of
Field Seams Used in Joining Flexible Polymeric Sheet Geomembranes”
(ii) ASTM Standard D5641-94 (2011), “Standard Practice for Geomembrane Seam
Evaluation by Vacuum Chamber”
(iii) ASTM Standard D5820-95 (2011), “Standard Practice for Pressurized Air Channel
Evaluation of Dual Seamed Geomembranes”
(iv) ASTM Standard D6365-99 (2011), “Standard Practice for the Nondestructive
Testing of Geomembrane Seams using the Spark Test”
(b) Geosynthetic Research Institute (GRI), Folsom, PA www.geosynthetic-institute.org :
(i) GRI GM 9 (2013), “Cold Weather Seaming of Geomembranes”
(ii) GRI GM 13 (2012), “Test Properties, Testing Frequency for High Density
Polyethylene (HDPE) Smooth and Textured Geomembranes”
(iii) GRI GM 14 (2013), “Selecting Variable Intervals for Taking Geomembrane
Destructive Seam Samples Using the Method of Attributes”
(iv) GRI GM 17 (2012), “Test Methods, Test Properties and Testing Frequency for
Linear Low Density Polyethylene (LLDPE) Smooth and Textured Geomembranes”
(v) GRI GM 19, (2013), “Seam Strength and Related Properties of Thermally Bonded
Polyolefin Geomembrane”
(v) ASTM Standard D7240-06 (2011), “Standard Practice for Leak Location using
Geomembranes with an Insultating Layer in Intimate Contact with a Conductive Layer
via Electrical Capacitance Technique."
(vi) ASTM Standard D6747-15 (2015), “Standard Practice for Selection of Techniques for
Electrical Leak Location of Leaks in Geomembranes"
Section 1.03 SUBMITTALS
(a) Submit the following to the project engineer or property owner, for review and
approval, within a reasonable time, to expedite shipment and/or installation of the
Geomembrane:
(i) Documentation of Manufacturer's Qualifications
(ii) Manufacturer's Quality Control Program Manual
(iii) Material Properties Sheet
(iv) Material Sample
(v) Documentation of Installer's qualifications;
1) Submit a list of at least ten facilities completed by installer. (For each installation,
provide the name of facility, location, date of installation, type and thickness of
geomembrane used and surface area of the installed geomembrane.)
2) Submit resumes or qualifications of the installation supervisor, master seamer and
Technicians assigned to this project.
3) Installer's Quality Control Program
(vi) Material and Liner Installation Warranties;
1) Submit a copy of all material warranties.
2) Submit a copy of all liner installation warranties.
(b) Shop Drawings
(i) Submit copies of shop drawings for engineer's approval within a reasonable time.
Shop drawings shall show the proposed panel layout identifying seams and details.
Seams should generally follow the direction of the slope. Butt seams or roll -end
seams should not occur on a slope unless approved by the owner's representative.
However, if allowed, these seams should be staggered.
(ii) Placement of geomembrane should not occur until owner's representative has
received and approved the shop drawings.
(c) Additional Submittals (To be provided during and after installation is complete.)
(i) Manufacturer's warranty
(ii) Geomembrane installation warranty
(iii) Daily written acceptance of sub -grade surface
(iv) Low -temperature seaming procedures if applicable
(v) Prequalification test seam samples
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(vi) Field seam non-destructive test results
(vii) Field seam destructive test results
(viii) Daily field installation reports
(ix) Installation record drawing
Section 1.04 QUALITY CONTROL
(a) Manufacturer's Qualifications: The manufacturer shall have at least five (5) years
experience in the manufacturing of the specified or similar geomembrane product
and shall have manufactured at least 1,000,000 m2 (10,000,000 ft2) of the specified
type of geomembrane or a similar product during the last five years.
(b) Installer's Qualifications
(i) The geomembrane installer shall be an approved installer by the manufacturer.
(ii) The geomembrane installer shall have at least three (3) years experience installing
the specified or similar geomembrane and shall provide a list outlining at least ten
(10) projects totaling 500,000 m2 (5,000,000 ft2) of the specified type of
geomembrane or similar completed within the past three (3) years.
(iii) A field installation supervisor performs and assumes responsibility throughout the
geomembrane installation including geomembrane panel layout, seaming, patching,
testing, repairs, and all other outlined responsibilities. The field installation
supervisor shall have experience in or supervision in the installation and seaming of
at least ten (10) projects totally 500,000 m2 (5,000,000 ft2) of geomembrane or the
type specified or similar product.
(iv) Seaming shall be performed under the direction of a master seamer (who may also
be the field installation supervisor or crew foreman) with seaming experience of a
minimum of 300,000 m2 (3,000,000 ft2) of the geomembrane type specified or
similar product, using the same type of seaming apparatus to be used in the current
project. During the seaming, the field installation supervisor and/or master seamer
are present.
(v) Qualified technicians employed by the geomembrane installer complete all
seaming, patching, testing, and other welding operations.
Section 1.05 DELIVERY, STORAGE AND HANDLING
(a) Manufacturer labels must be on all rolls delivered to the project.
(b) A firmly affixed label attached to the selvage edge, shall clearly state the
manufacturer's name, product identification, material thickness, roll number, roll type,
roll dimensions and roll weight.
(c) The manufacturer protects the geomembrane from mud, dirt, dust, puncture, cutting
or any other damaging or deleterious conditions.
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(d) Continuously and uniformly supported, rolls are stored away from high traffic areas
on a smooth, level surface. Chocks keep the rolls secure when necessary.
Section 1.06 PROJECT CONDITIONS
Do not install geomembrane in the presence of standing water, while precipitation i s
occurring, during excessive winds, or when material temperatures are outside the limits
specified in Section 3.02.
Section 1.07 MATERIAL WARRANTY
Material manufacturer shall guarantee material against defects and premature aging from
environmental conditions on a pro rata basis for a specified period of time acceptable to
owner and manufacturer.
Section 1.08 GEOMEMBRANE INSTALLATION WARRANTY
The geomembrane installer shall guarantee the geomembrane installation against defects in
the installation and workmanship for a time period satisfactory to all parties commencing
with the date of final acceptance.
Section 1.09 GEOMEMBRANE PRE -CONSTRUCTION MEETING
(a) A pre -construction meeting held at the site prior to installation of the geomembrane
will include the geomembrane installer, owner, owner's representative (Engineer
and/or CQA Firm), and the earthwork contractor. Topics for this meeting shall
include:
(i) Health and Safety
(ii) Lines of authority and communication, resolution of any project document
ambiguity.
(iii) Methods for documenting, reporting and distributing documents and reports
(iv) Procedures for packaging and storing archive samples.
(v) Review of time schedule for all installation and testing.
(vi) Review of panel layout and numbering systems for panels and seams including
details for marking on geomembrane
(vii) Procedures and responsibilities for preparation and submission of as- built panel
and seam drawings
(viii) Temperature and weather limitations, installation procedures for adverse weather
conditions, defining acceptable sub grade, geomembrane, or ambient moisture and
temperature conditions for working during liner installation
(ix) Sub grade conditions, dewatering responsibilities and sub grade maintenance plan
(x) Deployment techniques including allowable sub grade for the geomembrane
(xi) Plan for controlling expansion/contraction and wrinkling of the geomembrane
(xii) Covering of the geomembrane and cover soil placement
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(xiii) Measurement and payment schedules
(xiv) Responsibilities of each party
(b) A designated person will document the meeting and send a copy of the minutes to
each person in attendance.
Article II. PRODUCTS
Section 2.01 SOURCE QUALITY CONTROL
(a) Manufacturing Quality Control
(i) The test methods and frequencies used by the manufacturer for quality
control/quality assurance of the above geomembrane prior to delivery, shall be in
accordance with the latest revision of the GRI GM 13 for HDPE geomembrane or
GRI GM 17 for LLDPE geomembrane, or modified as required for project specific
conditions.
The manufacturer's geomembrane quality control certifications, including results of
quality control testing of the products, must be supplied to the owner's
representative to verify that the materials supplied for the project are in compliance
with all product and or project specifications. The certification, signed by a
responsible party employed by the manufacturer, such as the QA/QC Manager,
production m anager, or technical services manager, includes lot and roll numbers
and corresponding shipping information.
(iii) The manufacturer provides production/manufacturing certification that the
geomembrane and welding rod supplied for the project are from the same material
type and are compatible.
Section 2.02 GEOMEMBRANE
(a) The geomembrane shall consist of new, first quality products designed and
manufactured specifically for the purpose of this work. The product will satisfactorily
complete testing demonstrating its suitability and durability for the purposes
intended. The geomembrane rolls shall be seamless, high density polyethylene
(HDPE - Formulated Sheet Density >_ 0.94g/cc) or linear low density polyethylene
(LLDPE - Formulated Sheet Density s 0.939 g/cc) containing no plasticizers, fillers or
extenders and shall be free of holes, blisters or contaminants, and leak free verified
by 100% in line spark or equivalent testing. The geomembrane supplied is a
continuous sheet with no factory seams in rolls. The geomembrane will meet the
property requirements as shown in GRI GM13 (HDPE) or GRI GM 17 (LLDPE).
(b) Material conformance testing by the owner's representative, if required, will be
conducted using in -plant sampling or as specified for the project.
(c) The geomembrane seams shall meet the property requirements as shown in Section
5 or as required by project specifications.
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Article III. EXECUTION
Section 3.01 SUB -GRADE PREPARATION
(a) The sub grade shall be prepared in accordance with the project specifications. The
geomembrane sub grade shall be uniform and free of sharp or angular objects that may
damage the geomembrane prior to installation of the geomembrane.
(b) The geomembrane installer and owner's representative shall inspect the surface before
covering with the geomembrane on each day's operations to verify suitability.
(c) The geomembrane installer and owner's representative shall provide daily a written
acceptance of the surface before covering with the geomembrane. During installation,
the Installer and owner's representative must ensure daily surface maintenance ensuring
sub -grade suitability.
(d) Prior to placement of the geomembrane, the installer and owner's representative must
repair all sub grade damaged by construction equipment and deemed unsuitable for
geomembrane deployment. The installer and owner's representative provides approval
for all repairs. All damage and repair protocol including contractor and Installer
responsibilities, are outlined in the preconstruction meeting.
Section 3.02 GEOMEMBRANE PLACEMENT
(a) The owner's representative approves all applicable certifications and quality control
certificates within the timeframe specified in the contract documents. If the material does
not meet project specifications, the contractor removes it from the work area.
(b) The geomembrane installation must follow the limits shown on the project drawings and
essentially as shown on approved Panel Placement Drawings. Submit any changes made
to Panel Placement Drawings before deployment of liner materials. The Installer must
receive approval for the changes prior to deployment of liner materials.
(c) When temperatures are lower than 0°C (32°F), unless approved by the owner's
representative, no geomembrane material can be unrolled and/or deployed. The owner's
representative may adjust the minimum temperature for material deployment. The
installer and owner's representative defines temperature limitations during the
preconstruction meeting. Only deploy the quantity of geomembrane that can be anchored
and seamed together in one day.
(d) No vehicular traffic shall travel on the geomembrane other than an approved low ground
pressure vehicle or equivalent. The owner's representative may suggest that a test pad
simulating the methods to be used and showing no damage to the liner will result, be
performed prior to implementation of the proposed method.
(e) Use sand bags or equivalent ballast as necessary temporarily holding the geomembrane
material in position under the foreseeable and reasonably expected wind conditions. Sand
bag material shall be sufficiently close knit to prevent fines from working through the bags
and discharging on the geomembrane.
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(f) Installer and owner's representative should not place geomembrane if moisture prevents
proper sub grade preparation, panel placement, or panel seaming. Defined in the
preconstruction meeting, the moisture limitations provide direction for the installer and
owner's representative. Damaged and rejected panels (or portions) shall be marked,
removed from the work area, and the removal recorded/documented.
(g) The geomembrane should not "bridge over" voids or low areas in the sub grade. The
geomembrane shall rest in intimate contact with the sub grade.
(h) Wrinkles caused by panel placement or thermal expansion should be minimized.
(i) Considerations on site geometry: In general, seams shall be oriented parallel to the line of
the maximum slope. In corners and odd shaped geometric locations, minimization of the
total length of field seams is required. Seams shall not be located at low points in the
sub -grade unless geometry requires seaming at such locations and if approved by the
owner's representative.
Q) All panels must overlap prior to the seaming process. This overlap affects a weld and
allows for proper testing. In no case shall this overlap be less than 75 mm (Y)
(k) Sharp stones or other hard objects that could potentially damage the membrane should
not be within 1" (25 mm) of the surface to be lined.
(1) Sub -grade should be firm, unyielding and able to support deployment equipment without
damage or rutting to the sub -grade.
Section 3.03 SEAMING PROCEDURES
(a) Cold weather installations should follow guidelines as outlined in GRI GM9.
(b) The seaming process shall not occur when liner temperatures are less than 0°C (32°F)
unless the installer and/or owner's representative complies with the following conditions.
(i) The seaming of the geomembrane at material temperatures below 0°C (32' F) only
transpires when the geomembrane installer can demonstrate the following to the owner's
representative using prequalification test seams.
1) Field seams comply with the project specifications.
2) The safety of the crew ensured.
3) Geomembrane material can be fabricated (i.e. pipe boots, penetrations, repairs. etc.) at
sub -freezing temperatures.
(ii) The geomembrane installer shall submit to the owner's representative for approval,
detailed procedures for seaming at low temperatures, possibly including the following:
1) Preheating of the geomembrane,
2) Using a tent or other device preventing heat loss during seaming and rapid heat loss
subsequent to seaming,
3) Completion of a number of test welds to determine appropriate seaming parameters.
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(c) If the geomembrane sheet temperature is above 750 C (170' F) as measured by an
infrared thermometer or surface thermocouple, seaming transpires only with the approval
by the owner's representative. This approval depends upon the recommendations by the
manufacturer and on a field demonstration by the geomembrane installer using
prequalification test seams to demonstrate that seams comply with the specification.
(d) Seaming shall primarily be performed using automatic fusion welding equipment and
techniques. Use of extrusion welding takes place where fusion welding is not possible
such as at pipe penetrations, patches, repairs and short (less than a roll width) runs of
seams. Note: Flaps should not be removed as part of the welding process as this
may damage the seam.
(e) In the case of fish mouths or excessive wrinkles at the seam overlap section, cut along
the ridge of the wrinkles on the back into the panel if necessary. Terminate the cut with a
keyhole cut (nominal 10 mm (1/2") diameter hole) minimizing the crack/tear propagation.
Then, seam the overlay. Patch the key hole cut with an oval or round patch of the same
base geomembrane material extending a minimum of 150 mm (6") beyond the cut in all
directions.
(f) When extrusion welding 60 mil (1.5mm) or greater HDPE, it is advisable to bevel the top
portion of the seam in a lengthwise direction to maximize intimate contact of material and
improve continuity of weld.
(g) Prior to seaming, confirm the area for welding is free of moisture, dirt and any foreign
matter that can affect the integrity of the weld on an ongoing basis.
(h) Take precaution and safety of the liner technicians, in extreme heat or cold, which can
affect the health of the individuals.
(i) Seaming should run through the anchor trench to terminate at the end of the sheet goods.
Section 3.04 PIPE AND STRUCTURE PENETRATION SEALING SYSTEM
(a) Provide penetration -sealing system as shown in the Project Drawings.
(b) Construct all penetrations from the base geomembrane material, flat stock, prefabricated
boots and accessories as shown on the Project Drawings. In the case of Structured Liners
such as SuperGripNetTM, DrainLinerTM or similar materials offered by Agru America, Inc.,
use the smooth or textured liner of the same density for such fabrications. Weld the pre-
fabricated or field fabricated assembly to the geomembrane as shown on the Project
Drawings to prevent leakage. Once complete, test the assembly. If the Installer cannot
perform the field non-destructive testing, attachments will be field spark tested by
standard holiday leak detectors in accordance with ASTMD 6365. Spark testing should be
done in areas where both air pressure testing and vacuum testing is not possible.
(i) Equipment for Spark testing shall be comprised of but not limited to; a hand held holiday
spark tester, and conductive wand that generates a high voltage.
(ii) The testing steps performed by the geomembrane installer include:
1) Place an electrically conductive tape or wire beneath the seam prior to welding.
2) Complete a calibration test on a trial seam containing a non -welded segment ensuring
the identification of such a defect (non -welded segment) under the planned machine
settings and procedures.
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3) Upon completion of the weld, enable the spark tester and hold approximately 25mm (1
in) above the weld moving slowly over the entire length of the weld in accordance with
ASTM 6365. If no spark occurs, the weld is leak free.
(iii) A spark indicates a hole in the seam. The geomembrane installer locates, repairs, and
retests the faulty area.
(iv) When flammable gasses are present, use special care and precautions in the area to be
tested.
Section 3.05 FIELD QUALITY CONTROL
The owner's representative must receive information prior to all pre qualification and production
welding and testing, or as agreed upon in the pre construction meeting.
(a) Prequalification Test Seams
The geomembrane installer tests seams and prepares seams verify seaming
parameters (speed, temperature and pressure of welding equipment) are adequate
(ii) Each welding technician creates seams and tests each in accordance with ASTM D
6392 at the beginning of each seaming period. Welding technicians test the seaming
under the same conditions and with the same equipment and operator combination as
production seaming. The test seam shall be approximately 3.3 meters (10 feet) long for
fusion welding and 1 meter (3 feet) long for extrusion welding with the seam centered
lengthwise. At a minimum, each welding technician creates one test seam after seaming
4-6 hours; additional tests may be required with changes in environmental conditions.
(iii) Two 25 mm (1 in) wide specimens shall be die -cut by the geomembrane installer from
each end of the test seam. The specimens tested by the geomembrane installer require
using a field tension meter testing both tracks for peel strength and shear strength.
Each specimen should fail in the parent material and not in the weld, "Film Tear
Bond"(FTB). When the seam separation is equal to or greater than 25% of the track
width, it is a failed test.
(iv) Tables in Section 6 provide the minimum acceptable seam strength values obtained for
all specimens tested. Four specimens out of five must meet the acceptable seam
strength values for consideration as passing.
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(v) If a test seam fails, the welding technician must immediately conduct an additional test
seam. If the additional test seam fails, the welding technician rejects the seaming
apparatus. The technician must correct the apparatus deficiencies and produce a
successful test seam before using the apparatus for any other/additional production
seaming.
(vi) The technician labels a sample from each test seam. The label indicates the date,
geomembrane temperature, number of the seaming unit, technician performing the test
seam and pass or fail description. The technician then gives the sample to the owner's
representative for archiving.
(b) Field Seam Non-destructive Testing
(i) The technician non-destructively tests over the full seam length before the
geomembrane installer covers it. Numbered or otherwise designated, each seam's label
includes the location, date, test unit, name of tester and outcome of all non-destructive
testing. Once recorded, the technician submits the information to the owner's
representative.
(ii) Testing should be done as the seaming work progresses, not at the completion of all
field seaming, unless agreed to in advance by the owner's representative. All defects
found during testing shall be numbered and marked immediately after detection. The
technician must repair, retest, and remark all defects indicating the acceptable
completion of the repair.
(c) Non-destructive testing shall be performed using vacuum box, air pressure or spark
testing equipment.
(d) Experienced technicians familiar with the specified test methods perform all non-
destructive tests. The geomembrane installer demonstrates all test methods verifying the
validity of said test procedures for the owner's representative.
(e) The geomembrane installer tests all extrusion seams using a vacuum box in accordance
with ASTM D 6392 and ASTM D 5641 and the following equipment and procedures:
(i) Equipment for testing extrusion seams is not limited to but should include:
1) Vacuum box assembly consisting of a rigid housing
2) Transparent viewing window
3) Soft rubber gasket attached to the base
4) Port hole or valve assembly and a vacuum gauge
5) Vacuum pump assembly equipped with a pressure controller and pipe connections
6) Rubber pressure/vacuum hose with fittings and connections
7) Plastic bucket
8) Wide paintbrush or mop
9) Soapy solution
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(ii) The geomembrane installer must charge the vacuum pump and adjust the tank pressure
to approximately 35 kPa (5 psig).
(iii) The geomembrane installer shall create a leak tight seal between the gasket and
geomembrane interface by wetting a strip of geomembrane approximately 0.3m (12 in)
by 1.2m (48 in) (length and width of box) with a soapy solution, placing the box over the
wetted area, and then compressing the box against the geomembrane. The
geomembrane installer shall then close the bleed valve, open the vacuum valve,
maintain initial pressure of approximately 35 kPa (5 psig) for approximately 3-4 seconds.
The Installer must continuously examine the geomembrane through the viewing window
for the presence of soap bubbles, indicating a leak. If no bubbles appear after 3-4
seconds, consider the area leak free. Once the area is leak free, depressurize the box
and move it over the next adjoining area with an appropriate overlap and the process
repeated.
(iv) All areas where soap bubbles appear shall be marked, repaired and then retested.
(v) At seam locations where the Installer is unable to non-destructively test, such as pipe
penetrations, the Installer must substitute alternate non-destructive spark testing or
equivalent.
(vi) All seams that are vacuum tested shall be marked with the date tested, the name of the
technician performing the test and the results of the test.
(f) Double Fusion seams with an enclosed channel shall be air pressure tested by the
geomembrane installer in accordance with ASTM D5820 and ASTM D6392 and the
following equipment guidelines and procedures.
(i) Equipment for testing double fusion seams shall be comprised of but not limited to: an
air pump equipped with a pressure gauge capable of generating and sustaining a
pressure of 210 kPa (30 psig), mounted on a cushion to protect the geomembrane; and
a manometer equipped with a sharp hollow needle or other approved pressure feed
device.
(ii) The geomembrane installer completes all testing activities. Both ends of the seam to be
tested are sealed and a needle or other approved pressure feed device inserted into the
tunnel created by the double wedge fusion weld. The air pump shall be adjusted to a
pressure of 210 kPa (30 psig), and the valve closed. Allow 2 minutes for the injected air
to come to equilibrium in the channel, and sustain pressure for 5 minutes.
(g) If pressure loss does not exceed 28 kPa (4 psig) after the five-minute period, the Installer
considers the seam leak tight. Release pressure from the opposite end verifying pressure
drop on needle to ensure testing of the entire seam. The needle or other approved
pressure feed device shall be removed and the feedhole sealed.
(i) If loss of pressure exceeds 28 kPa (4 psig) during the testing period or pressure does
not stabilize, the geomembrane installer locates, repairs and retests the faulty area.
(ii) Record all results of the pressure testing on the liner at the seam tested and on a
pressure testing record.
(iii) If release of pressure from opposite end of tested seam does NOT deflate seam, the
Installer takes measures to determine the cause and remedies to air test 100% of the
seam under scrutiny.
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(h) Destructive Field Seam Testing
(i) The Installer analyzes one destructive test sample per 150 linear m (500 linear ft) seam
length or the geomembrane installer shall take another predetermined length in
accordance with GRI GM 14 from a location specified by the owner's representative.
The geomembrane installer receives the sample locations without advance notice of the
locations. The geomembrane installer cuts samples as directed by the owner's
representative before the complete installation and as seaming progresses.
(ii) All field samples shall be marked with their sample number and seam number including
the sample number, date, time, location, and seam number recorded. The
geomembrane installer shall repair all holes in the geomembrane resulting from
obtaining the seam samples. All patches shall be vacuum box tested or spark tested. If
the installation of a permanent patch over the test location the same day of sample
collection is not possible, place a temporary patch either tack welded or hot air welded
over the opening until affixing a permanent patch.
(iii) Testing requires the destructive samples size at least 300 mm (12") wide, 1 m (36") long,
with the seam centered lengthwise. The sample shall be cut into three equal sections
and distributed as follows: one section given to the owner's representative as an archive
sample; one section given to the owner's representative for laboratory testing as
specified in paragraph 5 below; and one section retained by the geomembrane installer
for field testing as specified in paragraph 4 below.
(iv) For field-testing, the geomembrane installer shall cut 10 identical 25 mm (1 ") wide
replicate specimens from his sample. The geomembrane installer shall test five
specimens for seam shear strength and five for peel strength. The geomembrane
installer performs peel tests on both the inside and outside weld tracks. To be
acceptable, four (4) of five (5) test specimens must pass the stated criteria in section
2.02 with less than 25% separation. If four (4) of five (5) specimens pass, the sample
qualifies for testing by the testing laboratory if required.
(v) If the specifications require an independent seam testing, conduct the testing in
accordance with ASTM 5820 or ASTM D6392.
(vi) Prepare and submit all reports of the results of examinations and testing to the owner's
representative.
(vii) For field seams, if a laboratory test fails, it is an indicator of the possible inadequacy of
the entire seamed length corresponding to the test sample. The geomembrane installer
should take additional destructive test portions at locations indicated by the Engineer;
(typically 3 m (10 ft) on either side of the failed sample) and perform additional
laboratory seam tests. Passing tests shall be an indicator of adequate seams. Failing
tests shall be an indicator of non -adequate seams. When seams fail the destructive
test, the Installer re -seams or repairs seams with a cap -strip. Cap -strip seams shall be
non- destructively vacuum box tested until achieving adequacy of the seams. The
geomembrane installer must destructively test all Cap strip seams exceeding 50 M in
length (150 FT).
(viii) The Installer keeps all samples out of critical areas such as in the bottom of ponds and
other locations such as slopes and sumps.
(i) Identification of Defects
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(i) The Installer and owner's representative inspects panels and seams during and after
panel deployment to identify all defects, including holes, blisters, un-dispersed raw
materials and signs of contamination by foreign matter.
Q) Evaluation of Defects: The Installer must complete a non-destructive test for each suspect
location on the liner (both in seam and non -seam areas) using one of the methods
described in Section 3.05.B. Each location failing non-destructive testing is marked,
numbered, measured and posted on the daily "installation" drawings and subsequently
repaired.
(i) If a destructive sample fails the field or laboratory test, the geomembrane installer shall
repair the seam between the two nearest passed locations on both sides of the failed
destructive sample location.
(ii) All repairs of defective seams, tears or holes use either re -seaming or applying an
extrusion welded cap strip process.
(iii) Re -seaming may consist of either:
1) Removing the defective weld area and re -welding the parent material using the original
welding equipment; or
2) Re -seam the defective weld area by extrusion welding along the overlap at the outside
seam edge left by the fusion welding process.
3) Cap stripping entire faulty seam.
(iv) The Installer repairs blisters, larger holes, and contamination by foreign matter using
required patches and/or extrusion weld beads. Each patch shall extend a minimum of
150 mm (6 in) beyond all edges of the defects.
(v) Locate, measure and record all repairs.
(k) Verification of Repairs on Seams: Each repair requires a non-destructive test using either
vacuum box or spark testing methods. An indication of a successful repair includes areas
passing the non-destructive test. Areas failing the tests require re -seaming and retesting
until results show a passing test. Requirements for areas failing the tests include re -
seaming and retesting until passing test results. The Installer records the number, date,
location, technician and test outcome of each patch.
(1) Daily Field Installation Reports: At the beginning of each day's work, the Installer shall
provide the Engineer with daily reports for all work accomplished on the previous
workday. Reports shall include the following:
(i) Total amount and location of geomembrane placed
(ii) Total length and location of seams completed, name of technicians doing seaming and
welding unit numbers
(iii) Drawings of the previous day's installed geomembrane showing panel numbers, seam
numbers and locations of non-destructive and destructive testing
(iv) Results of pre -qualification test seams
(v) Results of non-destructive testing
Page
15

(vi) Results of vacuum testing of repairs
(m) Prior to covering the liner, report all Destructive test results.
(n) Perform and complete all quality assurance no more than 72 hours after geomembrane
deployment.
Section 3.06 LINERACCEPTANCE
The owner's representative accepts the geomembrane liner when:
(a) The entire installation is completed or an agreed upon subsection of the installation is
finished.
(b) The Installer submits all completed QC documentation to the owner.
(c) Verification of the adequacy of all field seams and repairs and associated geomembrane
testing is complete.
(d) All submittals are accepted.
Section 3.07 ANCHOR TRENCH
Construct as specified on the project drawings.
Section 3.08 DISPOSAL OF SCRAP MATERIALS
(a) On completion of installation, the geomembrane installer shall dispose of all trash and
scrap material in a location approved by the Owner, remove equipment used in
connection with the work herein, and shall leave the premises in a neat acceptable
manner. Finally, remove all scrap material from the surface of the geomembrane.
Article IV. MEASUREMENT AND PAYMENT
The project specifications document/outline the required measurements and payment of
services. All parties sign all documents prior to project start up.
Article V. GEOTEXTILES, GEONETS AND GEOCOMPOSITES
Section 5.01 GEOTEXTILES
The general arrangement of Geotextiles includes aligning seams parallel to the prevailing slope
and seams finished by either heat seaming with an approved hand held or self motivated thermal
device or by sewing with a stitching approved by the engineer. Whichever stitching method is
used, the thread should be compatible with the fabric and have similar chemical resistance to
the liner used. Geotextile should be covered by soil or geomembrane within 14 days of
deployment to minimize UV exposure.
Page
16

Section 5.02 GEONET
Geonet may be butt joined or lapped if specified. At five-foot 1.5m (5') intervals along the edge,
the Installer applies Nylon/plastic cable ties to the net edge. Complete end splices as follows:
(a) On slopes, the ends will overlap two feet 2' (0.6m) with uphill panels on top and two (2)
rows of cable ties applied at 6" spacing or per engineers specification.
(b) In flat areas, the ends will overlap a minimum to six inches 6" (15 cm) and one (1) row of
three (3) cable ties applied.
Section 5.03 GEOCOMPOSITES
Geocomposites can overlap with the net portion tied and the Geotextile portion thermally bonded
or seamed as required by the project specifications.
Section 5.04 REPAIRS
Repair any holes, tears, or burns through the Geotextile from thermal seaming by patching with
the same Geotextile. The patch will be a minimum of twelve inches 12" (30cm) larger— in all
directions — than the area repaired and will be spot bonded thermally. Repair all geonet holes
and/or tears using a patch of the same geonet. Patches are a minimum of twelve inches 12"
(30cm) larger in all directions than the area repaired. Tie the patch in place using a minimum of
four (4) nylon cable ties.
Page
17

6.0 - TABLES
"This section shall include the current GRI GM13 (HDPE) or GRI GM17 (LLDPE) manufacturer's
specification or a revision of GRI GM13 (HDPE) or GRI GM 17 (LLDPE) specific to the unique project
requirements and/or standards, as determined by the owner or owners' agent." TO BE INSERTED BY
COMPANY PREPARING SUBMITTALS TO GUARANTEE MOST CURRENT GRI SPECIFICATION.
SEAM STRENGTHS - HDPE and LLDPE GRI GM 19
TABLE 1: Seam Strength and related Properties of Thermally Bonded Smooth and Textured High Density
Polyethylene (HDPE) Geomembrane (English Units)
Geomembrane
Nominal
30
mils
40
mils
50
mils
60
mils
80
mils
100
mils
120
mils
Hot Wedge Seams (1)
shear strength(2), lb/in.
57
80
100
120
160
200
240
shear elongation at
50
50
50
50
50
50
50
peel strength (2), lb/in.
45
60
76
91
121
151
181
peel separation, %
25
25
25
25
25
25
25
Extrusion Fillet Seams
shear strength(2), lb/in.
57
80
100
120
160
200
240
shear elongation at
50
50
50
50
50
50
50
peel strength (2), lb/in.
39
52
65
78
104
130
156
peel separation, %
25
25
25
25
25
25
25
Notes for Table 1 — (Used also for hot air and ultrasonic seaming methods.)
(a) Value listed for shear and peel strength are for 4 out of 5 test specimens; the 5th specimen can be
low as 80% of the listed values
(b) Elongation measurements should be omitted for field testing
Page
18

TABLE 2: Seam Strength and related Properties of Thermally Bonded Smooth and Textured
Linear Low Density Polyethylene (LLDPE) Geomembrane (English Units)
Geomembrane
Nominal
30
mils
40
mils
50
mils
60
mils
80
mils
100
mils
120
mils
Hot Wedge Seams (1)
shear strength(2), Ib/in.
45
60
75
90
120
150
180
shear elongation at
50
50
50
50
50
50
50
break(3) , %
38
50
63
75
100
125
150
peel strength (2), Ib/in.
25
25
25
25
25
25
25
peel separation, %
Extrusion Fillet Seams (1)
shear strength(2), lb/in.
45
60
75
90
120
150
180
shear elongation at
50
50
50
50
50
50
50
break(3) %
34
44
57
66
88
114
136
peel strength (2), Ib/in.
25
25
25
25
25
25
25
peel separation, %
Notes for Table 2 - Also for hot air and ultrasonic seaming methods
(i) Value listed for shear and peel strength are for 4 out of 5 test specimens; the 5th
specimen can be low as 80% of the listed values
(ii) Elongation measurements should be omitted for field testing
Non -Destructive Air Channel Test
Table 3: Initial Pressure Schedule
Field Testing
Material
Minimum PSI
Maximum PSI
30 mil
15
30
40 mil
20
30
60 mil
24
30
80 mil
24
30
100 mil
24
32
Table 4: Maximum Allowable Pressure Drop
Material Field Test (after five minutes) 30 mil 4 PSI
40 mil 4 PSI
60 mil 4 PSI
80 mil 4 PSI
100 mil 4 PSI
Note: At all times before heat sealing the end of the seam, the operator should insure that the
void or air channel is free of obstruction.
Page
19

AGRU AMERICA, INC. IS NOT AN INSTALLER OF GEOSYNTHETICS AND DOES
NOT REPRESENT AS SUCH. AGRU AMERICA, INC. DEVELOPED THIS MANUAL
ONLY AS A GUIDELINE AND NOT AS AN AUTHORITY OF EXACTITUDE. AGRU
AMERICA WILL NOT BE HELD LIABLE FOR THE INSTALLATION OF OTHERS.
Page
20

Appendix B
NCDEQ Erosion and Sediment Control
Design Manual Section 6.30.1

6.30
GL
Practice Standards and Specifications
Definition A channel with vegetative lining constructed to design cross section and grade
for conveyance of runoff.
Purpose To convey and dispose of concentrated surface runoff without damage from
erosion, deposition, or flooding.
Conditions Where This practice applies to construction sites where:
Practice Applies • concentrated runoff will cause damage from erosion or flooding;
• a vegetative lining can provide sufficient stability for the channel cross
section and grade;
• slopes are generally less than 5%; and
• space is available for a relatively large cross section.
Typical uses include roadside ditches, channels at property boundaries, outlets
for diversions, and other channels and drainage of low areas.
Planning LOCATION
Consideration s Generally, channels should be located to conform with and use the natural
drainage system. Channels may also be needed along development boundaries,
roadways, and backlot lines. Avoid channels crossing watershed boundaries
or ridges.
Plan the course of the channel to avoid sharp changes in direction or grade.
Site development should conform to natural features of the land and use
natural drainageways rather than drastically reshape the land surface. Major
reconfiguration of the drainage system often entails increased maintenance
and risk of failure.
Grass -lined channels must not be subject to sedimentation from disturbed
areas.
An established grass -lined channel resembles natural drainage systems
and, therefore, is usually preferred if design velocities are below 5 ft/sec.
Velocities up to 6 ft/sec can be safely used under certain conditions (Table
8.05a, Appendix 8.05).
Establishment of a dense, resistant vegetation is essential. Construct and
vegetate grass -lined channels early in the construction schedule before grading
and paving increase the rate of runoff.
Geotextile fabrics or special mulch protection such as fiberglass roving or
straw and netting provide stability until the vegetation is fully established.
These protective liners must be used whenever design velocities exceed 2 ft/
sec for bare soil conditions. It may also be necessary to divert water from
the channel until vegetation is established, or to line the channel with sod.
Sediment traps may be needed at channel inlets and outlets.
6.30.1

a
V-shaped grass channels generally apply where the quantity of water is
small, such as in short reaches along roadsides. The V-shaped cross section
is least desirable because it is difficult to stabilize the bottom where velocities
may be high.
Parabolic grass channels are often used where larger flows are expected
and space is available. The swale-like shape is pleasing and may best fit site
conditions.
Trapezoidal grass channels are used where runoff volumes are large and
slope is low so that velocities are nonerosive to vegetated linings.
Subsurface drainage, or riprap channel bottoms, may be necessary on sites
that are subject to prolonged wet conditions due to long duration flows or high
water tables (Practice 6.81, Subsurface Drain and Practice 6.31, Riprap-lined
and Paved Channels).
OUTLETS
Outlets must be stable. Where channel improvement ends, the exit velocity for
the design flow must be nonerosive for the existing field conditions. Stability
conditions beyond the property boundary should always be considered
(Practice 6.41, Outlet Stabilization Structure).
AREA
Where urban drainage area exceeds 10 acres, it is recommended that grass -
lined channels be designed by an engineer experienced in channel design.
Design Criteria Capacity —At a minimum, grass -lined channels should carry peak runoff
from the 10-year storm without eroding. Where flood hazard exists, increase
the capacity according to the potential damage. Channel dimensions may be
determined by using design tables with appropriate retardance factors or by
Manning's formula using an appropriate "n" value. When retardance factors
are used, the capacity is usually based on retardance "C" and stability on
retardance "D" (References: Appendix, 8.05).
Velocity —The allowable design velocity for grass -lined channels is based on
soil conditions, type of vegetation, and method of establishment (Table 8.05a,
Appendix 8.05).
If design velocity of a channel to be vegetated by seeding exceeds 2 ft/sec, a
temporary channel liner is required. The design of the liner may be based on
peak flow from a 2-year storm. If vegetation is established by sodding, the
permissible velocity for established vegetation shown in Table 8.05a may be
used and no temporary liner is needed. Whether a temporary lining is required
or not permanent channel linings must be stable for the 10-year storm. A design
approach based on erosion resistance of various liner materials developed by
the Federal Highway Administration is presented in Appendix 8.05.
Cross section —The channel shape may be parabolic, trapezoidal, or V-shaped,
depending on need and site conditions (Figure 6.30a).
6.30.2

Practice Standards and Specifications
Figure 6.30a Cross section geometry of
triangular, parabolic, and trapezoidal Triangular "V"
channels.
T
d
e —
x-section area (A) = Zd2
top width (T) = 2dz Z — d
Parabolic
T
d
x-section area (A) = 2/3 Td
top width (T) =1.5A
d
Trapezoidal
T
d
b
e
x-section area (A) = bd + Zd2 e
top width (T) = b + 2dz Z — d
Hydraulic grade line —Examine the design water surface if the channel
system becomes complex.
Side slopes —Grassed channel side slopes generally are constructed 3:1 or
flatter to aid in the establishment of vegetation and for maintenance. Side
slopes of V-shaped channels are usually constructed 6:1 or flatter along
roadways for safety.
Depth and width —The channel depth and width are proportioned to meet
the needs of drainage, soil conditions, erosion control, carrying capacity, and
site conditions. Construct channels a minimum of 0.2 foot larger around
the periphery to allow for soil bulking during seedbed preparations and sod
buildup.
Grade —Either a uniform or gradually increasing grade is preferred to avoid
sedimentation. Where the grade is excessive, grade stabilization structures
may be required or channel linings of riprap or paving should be considered
(Practice 6.82, Grade Stabilization Structure).
6.30.3

0
Drainage —Install subsurface drains in locations with high water tables
or seepage problems that would inhibit establishment of vegetation in the
channel. Stone channel bottom lining may be needed where prolonged low
flow is anticipated.
Outlets —Evaluate the outlets of all channels for carrying capacity and
stability, and protect them from erosion by limiting the exit velocity (Practice
6.41, Outlet Stabilization Structure).
Sedimentation protection —Protect permanent grass channels from sediment
produced in the watershed, especially during the construction period. This can
be accomplished by the effective use of diversions, sediment traps, protected
side inlets, and vegetative filter strips along the channel.
Construction 1. Remove all trees, brush, stumps, and other objectionable material from the
foundation area, and dispose of properly.
Specifications
2. Excavate the channel, and shape it to neat lines and dimensions shown on
the plans plus a 0.2-foot overcut around the channel perimeter to allow for
bulking during seedbed preparations and sod buildup.
3. Remove and properly dispose of all excess soil so that surface water may
enter the channel freely.
4. The procedure used to establish grass in the channel will depend upon the
severity of the conditions and selection of species. Protect the channel with
mulch or a temporary liner sufficient to withstand anticipated velocities during
the establishment period (Appendix 8.05).
Maintenance During the establishment period, check grass -lined channels after every rainfall.
After grass is established, periodically check the channel; check it after every
heavy rainfall event. Immediately make repairs. It is particularly important to
check the channel outlet and all road crossings for bank stability and evidence
of piping or scour holes. Remove all significant sediment accumulations to
maintain the designed carrying capacity. Keep the grass in a healthy, vigorous
condition at all times, since it is the primary erosion protection for the channel
(Practice 6.11, Permanent Seeding).
References Surface Stabilization
6.11, Permanent Seeding
6.12, Sodding
6.14, Mulching
Outlet Protection
6.41, Outlet Stabilization Structure
Other Related Practices
6.81, Subsurface Drain
6.82, Grade Stabilization Structure
6.30.4

Practice Standards and Specifications
Appendices
8.02, Vegetation Tables
8.03, Estimating Runoff
8.05, Design of Stable Channels and Diversions
6.30.5

Appendix C
NCDEQ Stormwater Control Measures
Design Manual Section C-12

NCDEQ Stormwater Desiqn Manual
Envlranmcnral
�uarrry
C-12. Dry Pond
w � '
l µ '
Of
" L � 4 if•+ f� 1
The primary purpose of dry pond is to attenuate and delay stormwater runoff peaks. Dry
ponds hold water immediately after a storm event and drain to be almost complete dry
between storm events. Dry ponds are a secondary SCM, but can be used in a treatment train
to optimize hydraulic performance of another SCM, such as a bioretention cell. They also can
be used to manage peak runoff, since the overall pollutant removal efficiency of dry extended
detention basins is low.
The design volume for a dry pond is the volume between the temporary pool elevation and
outlet drain elevation that will drawdown within two to five days and is determined by the
volume of stormwater that is required to be captured.
Rule 15A NCAC 2H .1062. MDC for Dry Ponds
SCM Credit Document, C-12. Credit for Dry Ponds
C-12. Dry Pond 1 Revised: 11-23-2020

Environmental
NCDEQ Stormwater Design Manual I
Quality
i
Figure 1: Dry Pond Example: Plan View
TEMPORARY POOL
SURFACE AREA AND VOLUME SIZED USING EITHER:
l
(a) HYRDAULIC RETENTION TIME METHOD; or
do
(b) THE SAIDA AND AVERAGE DEPTH METHOD
t
UNIFORM GRADING
`
GRADED TOWARD THE
OUTLET STRUCTURE TO
SCM MAINTENANCE AND
lop
ENSURE POSITIVE
ACCESS EASEMENT
\ DRAINAGE
ova
\ PRETREATMENT DEVICES
VEGETATED SIDE SLOPES
jo
PROVIDED TO SETTLE
SEDIMENTAND PREVENT
RECOMMENDED SLOPE: 3 H : 1 V
a�
\
PLANTED WITH NON -CLUMPING TURF GRASS
`
EROSION. GRAVEL
TREES AND WOODY SHELVES NOT ALLOWED
VERGES, FILTER STRIPS,
/
GRASSED SWALES AND
FOREBAYS.
OUTLET STRUCTURE
\
INLETS AND OUTLETS
\
%
SHALL BE PLACED TO
AVOID SHORT-CIRCUTING
AND DESIGNED FOR
\
`
EROSION PROTECTION /
\
EMERGENCY SPILLWAY
PROVIDED FOR MAJOR
STORMS AND DESIGNED
FOR EROSION
PROTECTION
INLET STRUCTURE
INLETS AND OUTLETS
/ ( SHALL 6E PLACED TO
AVOID SHORT-CIRCUTING
AND DESIGNED FOR
Ih EROSION PROTECTION
TRANSITION FROM
FORESAY TO MAIN POOL
SMALL PERMANENT POOL SHALL FLOW AT A
TO REDUCE CLOGGING NON -EROSIVE VELOCITY
OF THE ORIFICE
C-12. Dry Pond 2 Revised: 11-23-2020

Envlranmenral
NCDEQ Stormwater Design Manual I
QuaVfy
Figure 1: Dry Pond Example: Cross -Section
VEGETATED SIDE SLOPES
PLANT WITH NON -CLUMPING
EMBANKMENT
TURF GRASS; TREES AND WOODY
MINIMUM WIDTH: 10 FT FOR
SHELVES NOT ALLOWED. FRONT AND BACK
MAINTENANCE ACCESS
EMBANKMENT SLOPES REQUIRED TO BE
VEGETATED,
EMERGENCY SPILLWAY
PRE-TREATMENT
GRAVEL VERGES, FILTER STRIPS,
PROPOSED GRADE
GRASSED SWALES OR FOREBAYS
REQUIRED TO SETTLE SEDIMENT AND
EXISTING GRADE
PREVENT EROSION -
RISER PROTECTION
TRASH RACKISCREEN OR
OTHER DEVICE REQUIRED �Go M
TEMPORARY POOL
-- -- --- -----
\
\
1
SHVJT
OUTLET STRUCTURE
MUST BESZEDT0,
(a) DRAWDOWN TEMPORARYPOOL
/���r./ /, i/, ✓1._,-,_.,..
IN TWO TO I VE AYS
i%%/j1//j%!/%%//i/�`//�'/i" ♦.
SMALL PERMANENT POOL TO
(b DISCHARGE RUNOOFFROM
REDUCE CLOGGING OF THE
1-YR, 24HR STORM TO MINIMIZE
HYDROLOGIC IMPACTS
DRAW DOWN ORIFICE
SEPARATION FROM SH WT
MIN. OF 61N. SEPARATION FROM
SEASONAL HIGH WATER TABLE
Figure 3: Dry Pond Example: Outlet Structure
TRASH RACK (REQUIRED) ---,
B15ga GUEST
TEMPORARY POOL
OUTLET
MUST DRAW DOWN
TEMPORARY POOL IN TWO
TO FIVE DAYS
SMALL PERMANENT POOL
TO REDUCE CLOGGING OF
THE ORIFICE
ANTI -FLOTATION SLAB -
7-7 ---- ---
i OUTLET PIPE
i
i
ANTI -SEEP MEASURES ARE
'L wn ••q•: �.
:r'_ RECOMMENDED
C-12. Dry Pond 3 Revised: 11-23-2020

NCDEQ Stormwater Desiqn Manual
I C-1- EnWranmanral
Quakry
Guidance on MDC
MDC 1. SEPARATION FROM THE SHWT.
The lowest point of the dry pond shall be a minimum of six 6 inches above the SHWT.
Less separation distance makes the dry pond vulnerable to developing ephemeral pools of
standing water during wet -weather periods.
MDC 2: TEMPORARY POOL DEPTH.
The maximum depth of the temporary pool shall be 10 feet.
The depth limitation is provided to help protect the vegetation growing within the dry pond, and
actually setting the temporary pool lower than ten feet will better promote plant growth within the
dry pond. Healthy plants within the dry pond will improve the pollutant removal and aesthetics
of the dry pond.
MDC 3: UNIFORM GRADING AND POSITIVE DRAINAGE.
The bottom of the dry pond shall be graded uniformly to flow toward the outlet structure
without low or high spots other than an optional low flow channel.
Uniform grading Nill prevent water from ponding within the dry pond, which can promote
mosquitos, kill vegetation and look unsightly.
MDC 4: LOCATION OF INLET(S) AND OUTLET.
The inlet(s) and outlet shall be located in a manner that avoids short circuiting.
Short-circuiting can interfere with the function of the pond outlet system and should therefore be
minimized. The simplest way to prevent short-circuiting is to maximize the distance between the
inlet(s) and the outlet. Larger length to width ratios should be used if sedimentation of
particulates during low flows is desirable. Irregularly shaped ponds appear more natural. If a
relatively long, narrow facility is not suitable at a given site, baffles constructed from gabions or
other materials can be placed in the basin to lengthen the flow path. A sinuous low -flow
channel may be constructed through the basin to transport dry -weather flows and minor storm
flows.
MDC 5: PRETREATMENT
Pretreatment devices shall be provided to settle sediment and prevent erosion. Pretreatment
devices may include measures such as gravel verges, filter strips, grassed swales, and
forebays.
Forebays (described in Part A of the stormwater design manual) are the most recommended
type of pretreatment, particularly for dry ponds that treat 20,000 or more cubic feet. Forebays
trap sediment, simplify maintenance, and extend the life of dry ponds. For smaller dry ponds, a
plunge pool, rip -rap, or other energy -dissipating and erosion control measures may suffice as
pretreatment.
C-12. Dry Pond 4 Revised: 11-23-2020

EnWronmcnral
NCDEQ Stormwater Design Manual _ Quak`y
MDC 6: DRAWDOWN TIME.
The design volume shall draw down between two and five days.
The applicable design storm must be detained not less than 2 days and not greater than 5 days.
MDC 7: PROTECTION OF THE RECEIVING STREAM.
The dry pond shall discharge the runoff from the one-year, 24-hour storm in a manner that
minimizes hydrologic impacts to the receiving channel.
Eventually, there will be more technical information available on this MDC. For now, it is being
researched at NCSU.
MDC 8: OUTLET.
The dry pond shall include a small permanent pool near the outlet orifice to reduce clogging
and keep floating debris away from the orifice. A screen or other device shall be provided to
prevent large debris from entering the outlet system.
In addition to meeting specific hydraulic requirements for runoff detention and peak attenuation,
outlets also must be functionally simple and easy to maintain. Floating trash and debris shall
not pass through the dry pond outlet.
MDC 9: VEGETATION.
The dam structure, including the front and back embankment slopes shall be planted with
non -clumping turf grass, and trees and woody shrubs shall not be allowed.
The dry pond should be stabilized within 14 days after the end of construction. The stabilization
might be the final vegetation or a temporary stabilization measure until the vegetation becomes
established.
Recommendations
RECOMMENDATION 1: FREEBOARD.
At least one foot of freeboard above the maximum stage elevation should be provided.
A minimum of one foot of freeboard is recommended between the design flow pool elevation
and the emergency overflow invert to minimize the risk of overtopping the dam structure and to
protect structural integrity of the dry pond.
C-12. Dry Pond 5 Revised: 11-23-2020

NCDEQ Stormwater Desiqn Manual
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Envlronmcnral
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Maintenance
Important maintenance procedures:
- The drainage area will be managed to reduce the sediment load to the dry pond.
- Immediately after the dry extended detention basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly six
weeks).
- After the initial fertilization to establish vegetation in the dry pond, fertilizer will not be
applied to the dry pond.
- The vegetation in and around the basin will be maintained at a height of approximately
six inches.
- At least once annually, a dam safety expert will inspect the embankment. Any problems
that are found will be repaired immediately.
After the dry pond is established, it will be inspected quarterly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of
operation and maintenance will be kept in a known set location and will be available upon
request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
Table 1: Sample Operation and Maintenance Provisions for Dry Ponds
The entire SCM Trash/debris is present. Remove the trash/debris.
The perimeter of the dry pond
The inlet device
Areas of bare soil and/or
erosive gullies have formed
The pipe is clogged (if
applicable).
The pipe is cracked or
otherwise damaged (if
applicable).
Erosion is occurring in the
swale (if applicable).
Regrade the soil if necessary to
remove the gully, plant ground
cover and water until it is
established. Provide lime and
a one-time fertilizer application.
Unclog the pipe. Dispose of
the sediment in a location
where it will not cause impacts
to streams or the SCM.
Repair or replace the pipe.
Regrade the swale if necessary
and provide erosion control
devices such as reinforced turf
C-12. Dry Pond 6 Revised: 11-23-2020

NCDEQ Stormwater Design Manual
Environmental
Quality
The forebay
The main treatment area
The embankment
Sediment has accumulated to a
depth greater than the original
design depth for sediment
storage.
Erosion has occurred
Weeds are present.
Sediment has accumulated to a
depth greater than the original
design sediment storage depth.
Water is standing more than 5
days after a storm event.
Weeds and noxious plants are
growing in the main treatment
area.
Shrubs have started to grow on
the embankment.
Evidence of muskrat or beaver
activity is present.
matting or riprap to avoid future
erosion problems.
Search for the source of the
sediment and remedy the
problem if possible. Remove
the sediment and dispose of it
in a location where it will not
cause impacts to streams or
the SCM.
Provide additional erosion
protection such as reinforced
turf matting or riprap if needed
to prevent future erosion
problems.
Remove the weeds, preferably
by hand. If pesticide is used,
wipe it on the plants rather than
spraying.
Search for the source of the
sediment and remedy the
problem if possible. Remove
the sediment and dispose of it
in a location where it will not
cause impacts to streams or
the SCM.
Check the outlet structure for
clogging. If it is a design issue,
consult an appropriate
professional.
Remove the weeds, preferably
by hand. If pesticide is used,
wipe it on the plants rather than
spraying.
Remove shrubs immediately.
Consult a professional to
remove muskrats or beavers
and repair any holes or erosion.
C-12. Dry Pond 7 Revised: 11-23-2020

NCDEQ Stormwater Design Manual
I CL
Envlronmcnral
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The outlet device
The receiving water
A tree has started to grow on
the embankment.
An annual inspection by an
appropriate professional shows
that the embankment needs
repair.
Clogging has occurred
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
Discharges from the dry pond
are causing erosion or
sedimentation in the receiving
water.
Consult a dam safety specialist
to remove the tree.
Make all needed repairs
immediately.
Clean out the outlet device.
Dispose of the sediment in a
location where it will not cause
impacts to streams or the SCM.
Repair or replace the outlet
device.
Repair the damage and
improve the flow dissipation
structure.
Contact the local NCDEQ
Regional Office.
Revised: 11-23-2020

Appendix D
Irrigation (Spray) Field Management Plan
from Nutter and Associates, Inc.

Spray Field Operation and
Maintenance Plan
Prepared for
AIIJuice Realty, LLC
Wastewater Irrigation System
Hendersonville, North Carolina
Anchor QEA of North Carolina, PLLC
Asheville, North Carolina
Prepared by
February 2022
NUTTER+ASSOCIATES
ENVIRONMENTAL CONSULTANTS
Georgia (Corporate)
360 Hawthorne Lane
Athens, GA 30606
PHONE [phone]
EMAIL [e-mail]
North Carolina
304 New Leicester Hwy.. Ste. 8
Asheville, NC 28806
PHONE [phone]
WEB nutterinc.com

TABLE OF CONTENTS
1.0 INTRODUCTION.................................................................................................................... 1
2.0 IRRIGATION SYSTEM MANAGEMENT..................................................................................
3
2.1 Irrigation Fields.................................................................................................................
3
2.2 Hydraulic Loading and Application Cycles........................................................................
3
2.3 Storage Management.......................................................................................................
4
2.4 Operation in Adverse Conditions.....................................................................................
4
2.4.1 Wet Weather and Saturated Soil..............................................................................
4
2.4.2 Freezing Weather......................................................................................................
5
2.4.3 Excessive Wind..........................................................................................................
5
2.5 Nitrogen Loading..............................................................................................................
5
3.0 SITE MANAGEMENT.............................................................................................................
7
3.1 Objectives.........................................................................................................................
7
3.2 Crop Management...........................................................................................................
7
3.2.1 Seeding and Reseeding...........................................................................................
7
3.2.2 Crop Inspection and Maintenance..........................................................................
8
3.2.3 Harvest and Removal..............................................................................................
8
3.2.4 Forage Testing.........................................................................................................
9
3.2.5 Buffer Areas..........................................................................................................
10
3.3 Soil Management...............................................................................................................
10
3.3.1 Nutrient Management..........................................................................................
10
3.3.2 Compaction and Physical Maintenance................................................................
11
3.3.3 Erosion and Runoff Prevention.............................................................................
11
4.0 RECORD KEEPING...............................................................................................................
13
5.0 REFERENCES.......................................................................................................................14
Appendix A. Forms
LIST OF TABLES
Table 1. Example application cycles for irrigation by field.
LIST OF FIGURES
Figure 1. AIIJuice realty, LLC wastewater irrigation system.
NUTTER + ASSOCIATES

1.0 INTRODUCTION
AIIJuice Realty, LLC (AIIJuice) owns and operates a fruit beverage production facility in
Henderson County, North Carolina off Jet Street, just east of the city of Hendersonville (Figure
1). The wastewater is derived from bulk processing of fruit pulp, which receives biological
treatment followed by land application via a wastewater irrigation system (WWIS). The WWIS
is permitted (No. WQ0004967, dated April 27, 2017) as a no discharge system that provides
slow -rate land treatment of flows up to an average of 20,000 gallons per day (GPD).
The stored wastewater is pumped periodically to a grass crop application site and distributed by
a buried solid -set sprinkler irrigation system as a prescribed rate allowing complete infiltration
into the soil. The approved application site encompasses approximately seven acres that is
managed with a Tall Fescue forage cover crop. A high level of renovation is achieved as
wastewater percolates through the soil and biological systems. Wastewater constituents are
assimilated in the grass crop ecosystem by being retained in the soil, utilized by plants, and
acted upon by soil organisms. Because wastewater constituents are incorporated into new
plant growth or fixed in the soil, this form of treatment results in a beneficial recycling of
wastewater.
This Spray Field Operation and Maintenance Plan addresses management of the WWIS and
cover crop system. It is intended to be utilized by the Operator as a reference in planning and
day-to-day operation of the WWIS. The provisions outlined in this plan can be modified as
needed to address new management concerns that may arise, and to optimize standard
operating procedures to improve WWIS performance. Operations are ultimately governed by
the conditions set forth in the WWIS permit. Permit conditions applicable to this plan are
provided below as stated in the permit:
111.1. The Permittee shall maintain an Operation and Maintenance Plan which at
minimum shall include operational functions, maintenance schedules, safety
measures, and a spill response plan.
111.3. A suitable year-round vegetative cover shall be maintained at all times such that the
crop health is optimized, allows for even distribution of effluent and allows
inspection of the irrigation system.
111.4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the
irrigation sites listed in Attachment B (see permit).
111.5. Irrigation shall not be performed during inclement weather or when the ground is in
a condition that will cause ponding or runoff.
NUTTER + ASSOCIATES

IV.5. The permittee shall maintain adequate records tracking the amount of effluent
irrigated.
IVA A maintenance log shall be maintained at this facility.
It is the responsibility of the operator to be familiar with permit requirements to assure they
are met. If applicable standard operating procedures exist that are not presented in this plan,
the operator must be familiar with them as well as those presented herein.
This plan includes guidelines for irrigation scheduling and loading, harvest and removal of the
cover crop, field maintenance (i.e., weed control, soil management, periodic reseeding of
fescue), and supplemental vegetation and soil monitoring protocols.
NUTTER + ASSOCIATES

2.0 IRRIGATION SYSTEM MANAGEMENT
2.1 Irrigation Fields
A duplex pump station consisting of two 30 horsepower (hp), 450 gallon per minute (gpm)
pumps relays pretreated wastewater to the seven -acre application site. The volume of applied
wastewater is monitored continuously via an inline flow meter. The irrigation system consists
of 17 solid -set sprinklers that are designed to apply wastewater to the designated wetted area
(Figure 1). The wetted area represented by each sprinkler is approximately 0.41 acres, but this
may vary slightly with pumping pressure. Each sprinkler is equipped with a manual shut off
valve that allows the operator to control and designate areas that will be irrigated. For
management purposes, the application system is divided into two fields, the West consisting of
nine sprinklers and the East consisting of eight sprinklers, respectively (Figure 1). Both fields
can be irrigated simultaneously as well.
2.2 Hydraulic Loading and Application Cycles
Hydraulic loading is the depth of wastewater applied over a specified time interval, usually
expressed in inches per day, week, or year. The permit specifies that the annual loading to the
WWIS cannot exceed 52 inches. The loading form NDAR-1 (Appendix A) is used as a tool to
monitor hydraulic loading on a monthly and annual basis by irrigation field (East and West).
The form, which is required to be submitted for compliance purposes, includes calculations for
determine the hydraulic loading, which are presented below for reference.
Hydraulic Loading (inches/day) =
Volume applied (gals/day) _ 27,152 (gals/acre-in) _ spray field area (acres)
For example, if 27,000 gallons were applied to the East Field (8 sprinkers x 0.41 acres/sprinkler
= 3.3 acres), the hydraulic loading is as follows:
27,000 (gals/day) _ 27,152 (gals/acre-inch) _ 3.3 (ac) = 0.3 inches/day
The operator is also required to monitor run time and report the hourly application rate, which
is calculated as:
Application rate (inches/hour) = Daily loading (inches) - run time (min) x 60 (min/hour)
Assuming a 60 minute run time in the example provided above, the application rate is as
follows:
0.3 (inches) - 60 (min) x 60 (min/hour) = 0.3 inches/hour
NUTTER + ASSOCIATES

As a general rule of thumb, the operator should target an irrigation loading between 0.5 to one
inch per week depending on wastewater flow (not to exceed a daily average of 20,000 GPD)
and storage. The desired loading should be applied over one to two days per field, per standard
work week to allow for a four- or five-day drying period. Run time will vary depending on the
desired loading, and the field or fields selected for irrigation. Harvesting and reseeding (see
Section 3.2.1 below) will require drying time to be implemented effectively between irrigation
events, so irrigation schedules must be adjusted accordingly.
Examples of irrigation schedules are provided in Table 1 for standard operations, harvest,
reseeding of a single field, and inclement weather representing a two -week operation period.
These examples are expected to be modified by the operator, as appropriate, and in
accordance with the permit. A two -week schedule allows the operator to factor in current and
short-term weather predictions. Note that actual schedules will vary depending on flow,
storage, antecedent site conditions and other factors as determined by the operator. Longer
term, or seasonal schedules will likely be needed to manage storage and operations during
periods when irrigation must be curtailed in a field for an extended time period, i.e., mechanical
site preparation for reseeding or major repairs to the irrigation system (if needed).
2.3 Storage Management
The WWIS includes a 0.5 million gallon (MG) aerated lagoon that provides operational storage
when irrigation is curtailed. Wastewater is stored during drying times between irrigation
events, or when curtailment of irrigation is necessary for harvest, inclement weather, etc.
Storage capacity is managed by the operator through irrigation. For instance, the operator may
increase the hydraulic loading to the fields for one or more weeks in advance of a harvest event
to allow irrigation to be curtailed for a longer time such that additional site drying time is
provided. The operator may also choose to irrigate in advance of heavy rain events to minimize
the storm's impact on storage levels.
2.4 Operation in Adverse Conditions
2.4.1 Wet Weather and Saturated Soil
The operator should inspect the fields before irrigation start-up for excessive soil wetness.
Visual inspection and a knowledge of the rainfall patterns and site soil drainage rates is
essential to judge soil moisture levels. In general, the following circumstances will require
irrigation to be curtailed:
• Precipitation greater than 1.0 inch for the 24-hour period immediately prior to the
scheduled irrigation unless operator experience with specific fields indicates that
ponding and/or overland flow will not occur if a shorter waiting period is used.
NUTTER + ASSOCIATES

• When rainfall intensities exceed 0.1 inch in 60 minutes.
• When ponding is observed indicating wet conditions.
2.4.2 Freezing Weather
Irrigation during freezing weather should be avoided if possible. If irrigation is conducted during
freezing weather, or in early morning hours following a night where temperatures drop below
freezing, ice may form on irrigation sprinklers and may cause malfunctions. The irrigation
system should not be operated when the air temperature is below 32 OF or when the ground is
frozen or in the process of thawing. Sub -freezing weather may cause sprinklers to overload an
area with potential conditions for runoff to occur. Restricting irrigation to late morning start-up
and non-freezing day time temperatures should eliminate the potential for malfunctions due to
freezing conditions.
2.4.3 Excessive Wind
Wastewater should not be applied during excessively windy conditions. Winds are too high for
wastewater application when aerosol from the irrigation system drifts past the spray field
buffer zone towards the property line, or when winds lead to non -uniform application of
wastewater.
2.5 Nitrogen Loading
Although not required by the permit, the operator should track the annual total nitrogen (TN)
and plant available nitrogen (PAN) loading applied to the WWIS to ensure that operations are
consistent with the design. Note that PAN represents that portion of the TN that is in an
inorganic form and available for uptake and use by the cover crop. Based on the Agronomic
Evaluation for the WWIS (NAI, 2019), the design TN and PAN loading are approximately 226 and
79 Ibs N/acre/year, respectively.
To calculate the TN and PAN loadings, the concentrations of each must first be determined as
described below.
The TN concentration in the wastewater is obtained by adding the total Kjeldahl nitrogen (TKN)
and nitrate -nitrogen concentrations.
The PAN is calculated based on the concentrations of the various species of nitrogen in the
wastewater, an assumed organic mineralization rate of 30 percent, and an ammonia
volatilization rate of 50 percent using the equation:
NUTTER + ASSOCIATES

PAN (mg/L) = [(MR) x (TKN - NH3)] + [(1-VR) x (NH3)] + [NO3 + NOz];
■ where:
■ MR = mineralization rate (30
■ VR = volatilization rate (50 %),
■ TKN = total Kjeldahl nitrogen (mg/L),
■ NH3 = ammonia -nitrogen (mg/L),
■ NO3 = nitrate -nitrogen (mg/L), and
■ NO2 = nitrite -nitrogen (mg/L).
The NDMLR Form (Appendix A) can be used as a tool for monthly and annual tracking of TN and
PAN loading. The form includes the following calculation that can be used to determine the
mass loading of TN, PAN or another constituent on a monthly basis.
Monthly Load (Ibs/acre) = Volume applied (gals/month) x Concentration (mg/L)
x 8.34 (Ibs) - 1,000,000 (gal/mg/L) _ Area (acres)
As an example of a periodic nitrogen loading, assume that the wastewater concentration is 26
mg/L TN and a monthly flow of 300,000 gallons (total) is land applied to the East Field (3.3
acres). The total nitrogen loading for the month is:
200,000 (gals/month) x 26 (mg/L) _ 1,000,000 (gals/mg/L) x 8.34 _ 3.3 (acres) _
13.1 Ibs/acre/month
This procedure can be applied to calculate the 12-month rolling average loading, as indicated
on the NDMLR Form (Appendix A). Annual TN and PAN loadings should be compared with
design loadings (see above) and nitrogen removal in the crop (see Section 3.2.4 below).
NUTTER + ASSOCIATES 6

3.0 SITE MANAGEMENT
3.1 Objectives
The primary goal of the WWIS is treatment of the wastewater. Crop production, maintaining
healthy vegetation and soil management are essential to accomplish the following objectives
that maximize performance of the WWIS in providing treatment:
• Removal and assimilation of nitrogen and other nutrients from applied wastewater;
• Maximize transpiration and evaporative assimilation of applied wastewater;
• Prevent runoff and erosion;
• Maintaining soil tilth for water infiltration; and
• Aesthetics (secondary objective).
3.2 Crop Management
Tall Fescue is a cool season grass that is commonly grown in North Carolina that is known for
being disease and cold tolerant, and its tendency to grow in clumps. Maintaining complete
vegetative cover and vigorous growth are the most important goals of vegetation management
along with routine harvest and biomass removal. This minimizes the potential for runoff and
maximizes transpiration.
3.2.1 Seeding and Reseeding
Tall Fescue should be seeded in early spring (preferred) or autumn to avoid hot weather when
establishing new stands or reseeding larger areas (greater than one acre). Smaller areas may
be reseeded following rehabilitation or reconditioning of areas of disturbance (e.g., rutting), as
necessary. Weed control prior to seeding or reseeding is necessary to remove competing
grasses, along with liming as necessary to ensure soil pH is between 5.6 and 6.2. Aeration is
recommended in heavy traffic areas or in clay soils during the fall season prior to re -seeding.
There may be additional need to further prep the seed bed mechanically through raking or
disking to remove or incorporate thatch. Seeds should be broadcasted at a rate of 20 to 25
Ibs/acre or drilled at a rate of 15 to 20 Ibs/acre. Press wheels can be used for even seed
coverage; however, seeding depth should be approximately 0.25 inches. For smaller reseeded
areas, it may be beneficial to cover seeded areas with straw or hay to provide protection from
extreme temperatures and reduce the potential for runoff.
NUTTER + ASSOCIATES

3.2.2 Crop Inspection and Maintenance
Inspections of the hay and forest crops should be performed no less than once a week.
Indications of stressed vegetation, insect damage, and disease should be noted and the adverse
condition diagnosed. Common pests for Tall Fescue include ants (nuisance due to mounds),
Japanese Beetle, Sod Webworms and Thrips. In the event the cause of the stressed vegetation
cannot be determined, contacting the local County extension agent, Professional Soil Scientist
or Agronomist for assistance is recommended.
Weed control is best achieved through an active hay harvest and removal program. Foliar
herbicide applications may be necessary to control specific weed species. Typically, herbicides
will be most effective during the spring or fall. Herbicides must be applied by or under the
supervision of a North Carolina licensed pesticide applicator. A licensed applicator, local
extension agent or Professional Agronomist should be consulted for specific recommendations
for herbicide use.
3.2.3 Harvest and Removal
Crop harvest is critical to removing nitrogen from the soil -plant system, and timely harvests are
important to maintaining the grassed fields. The lack or delay of harvest provides opportunity
for weed species to develop between clumps and rise above the Tall Fescue canopy and/or go
to seed and increase the weed seed bank as has been observed on the site historically.
Traffic across the spray fields may result in a compacted soil condition which can reduce
infiltration, permeability, root exploitation, and the quality of the soil structure, as well as
impede crop growth. These properties greatly impact the hydraulic capacity of a soil. When
spray field traffic is unavoidable (i.e. harvesting), it should be scheduled for periods when the
soil has had ample opportunity to dry so compaction is minimized. This may take several days
depending on antecedent conditions.
The harvest of the grass should be when it is about 16 to 24 inches tall. Successive cuts should
be performed every 8 to 12 weeks. The grass should be cut such that 3 to 6 inches of stubble
remain to promote regrowth. When cut, the hay is to remain on site to dry out and cure, then
is raked into windrows and baled. Mechanical tethering can expedite the drying and curing
process. The target harvest yield is a minimum of five to six tons/acre/year (NCINMC 2014).
All harvested vegetation must be removed from the application site. Harvested material is
primary utilized for feed or mulch.
NUTTER + ASSOCIATES

3.2.4 Forage Testing
Forage testing must be conducted prior to utilization for animal feeding to verify feed value and
acceptability (recommended laboratory: www.dairyone.com). Monitoring the quantity of hay
harvested is also useful for estimating the mass of plant nutrients removed from application
fields. In general, an increase in harvested vegetation (biomass) corresponds to higher nutrient
removal rates. Nitrogen is incorporated into plant tissues in the form of protein. As such,
monitoring the mass of harvested hay (for example, number of bales of known weight
harvested per field), combined with occasional crude protein analysis of vegetation, can
provide an estimate of nitrogen assimilation by application fields. Marked decreases in hay
harvests may indicate that crop nutritional requirements are not being met and need to be
addressed through soil analyses and supplemental fertilization.
The procedure provided below is to be followed to determine the net nitrogen removal by hay
harvesting.
1. Following each harvest count the number of bales harvested from the application
fields.
2. Following each harvest, the number of bales should be counted and logged. An
estimated weight for large bales is typically 800 to 900 lbs. This can be verified using
a truck scale. This represents a green weight of the bales.
3. Remove a representative sample of hay from bales (moisture content must be
representative of the weighed bales so internal samples may need to be taken if the
bales have become dry on the outside). Composite the representative samples into
one sample.
4. Store the samples in paper (not plastic) bags and send without delay to a laboratory.
Instruct the laboratory to determine green (wet weight) and total nitrogen after
drying.
5. The laboratory must report green weight, dry weight, percent moisture, percent
crude protein, and total nitrogen concentration on a dry weight basis. Typically the
results are reported as percent total N. Note the typical nitrogen content in Tall
Fescue hay is approximately two percent.
6. Calculate the total green weight of bales harvested, convert to dry weight based on
percent moisture determined on laboratory samples, and calculate the total
nitrogen removed in the harvest. Divide this value by the seven -acre wetted area of
the application fields to get the total nitrogen removed per acre:
NUTTER + ASSOCIATES

[(number of bales) x (lbs/bale on a green weight basis) x
(1 - ( percent moisture/100)) x (percent crude prote in/6.5)/(100)] /
(seven acres/wetted area) = Nitrogen removed/acre
7. Repeat this process for each harvest. The sum of nitrogen removed by each harvest
throughout the year is the annual nitrogen crop nitrogen removal. This can be
compared to the nitrogen loading (see Section 2.5 above) to verify system
performance.
3.2.5 Buffer Areas
Buffers areas are maintained in a variety of hardwood and conifer tree species that function to
reduce wind speed and/or travel distance of spray mist, and improve aesthetics. Trees and
shrubs are far more effective than any other vegetation type in meeting these criteria. The
wind speed within a forest canopy is much reduced from that above the canopy or in an open
area. Trees in the buffer around the irrigated site also serve as a depository for the air borne
water droplets. Thus, any dense screen of trees will produce the desired effects for both
protection and aesthetic purposes. Trees should be maintained as needed to maintain the
buffer areas.
3.3 Soil Management
3.3.1 Nutrient Management
Soil nutrition should be managed for optimal Tall Fescue growth and nutrient uptake. Annual
soil sampling is required by the permit, and includes soil pH and basic plant nutrients. The
permit does not specify sampling timing, but it is recommended that composite samples of the
upper eight inches of soil (topsoil) be collected at the end of each growing season (fall) and
analyzed to determine if supplemental fertilization or liming is necessary to maintain balanced
crop nutrition. The selected soil laboratory should use published methods (e.g., Mehlich III) for
analyses, and include recommendations for soil amendments, if needed. Soil analyses and
amendment recommendations should be reviewed by a County extension agent, Professional
Soil Scientist or Agronomist.
Fertility supplements, if needed, should be added in mid -March to April. Lime should be added
to maintain the soil pH above 5.6. Tall Fescue grows well at a soil pH range of 5.6 to 6.2. High
rates of nitrogen associated with the applied wastewater tend to increase soil acidity, making
frequent applications of lime necessary. Lime should be added in close accordance with soil
test recommendations. The use of dolomitic lime is recommended so that magnesium and
calcium micronutrients are both provided when the pH is optimized.
NUTTER + ASSOCIATES 10

If crop production is lower than expected, symptoms of nutrient stress, and/or unhealthy
conditions not related pests or disease are noticed, additional soil sampling combined with
plant analysis should be performed. Collection of samples of the stressed or low -performing
plant matter at the same locations where the soil samples are collected helps identify possible
nutrient deficiencies or imbalances that can be corrected with supplemental fertilization.
To counteract potential problematic sodium effects, applications of gypsum (hydrous calcium
sulfate) should be implemented as needed. Soil samples should be collected once every three
years in the early spring of each year and analyzed for gypsum response and sodium adsorption
ratio (SAR). Gypsum should be applied in the fall or spring. All sampling results and gypsum
application rate recommendations should be determined by a Certified Professional
Agronomist or Soil Scientist prior to application.
3.3.2 Compaction and Physical Maintenance
Maintenance of the infiltration capacity and tilth of the soil is critical to the WWIS performance.
Tilth is the condition of the soil that allows good water and root penetration. Finer textured
soils, such as those at the site, may experience reduced infiltration and/or permeability when
proper management is not practiced. In particular, traffic of farm equipment and maintenance
vehicles across the spray fields, particularly when wet, must be limited as much as possible.
Traffic across the spray field may result in a compacted soil condition which can reduce
infiltration, permeability, root exploitation, and the quality of the soil structure, as well as
impede crop growth. These properties greatly impact the hydraulic capacity of a soil. When
spray field traffic is unavoidable, it should be scheduled for periods when the soil has had
ample opportunity to dry. Allowing time for dry -out periods between applications is also
critical because it leads to the development and maintenance good soil structure.
Routine maintenance and field inspections should be conducted with small, lightweight all -
terrain vehicles with flotation tires. Repeated travel along the same course in the spray fields
should be avoided.
Areas with extensive rutting, compaction, and/or soil damage may require mechanical disking
or shallow ripping to break up and recondition compacted soils. This activity must be
accompanied by reseeding as described in Section 3.2.1 above.
3.3.3 Erosion and Runoff Prevention
Maintenance of a full and viable stand of the cover crop is the most effective way to minimize
erosion. If areas of bare soil develop, the area should be inspected to determine the adverse
condition causing the lack of vegetation so that it may be corrected and the area reseeded.
Runoff of the applied wastewater must not occur. If indications of erosion are identified in any
NUTTER + ASSOCIATES 11

of the spray fields, typical agricultural best management practices (BMPs) should be used to
stabilize the area prior to establishing appropriate permanent ground cover to correct the
situation. This may include reseeding coupled with installation of barriers such as rocks or hay
bales, as appropriate.
NUTTER + ASSOCIATES 12

4.0 RECORD KEEPING
Recommended forms for ongoing record keeping are provided in Appendix A. North Carolina
Department of Environmental Quality Forms NDAR-1 and NDMLR provide standard methods for
tracking monthly and annual hydraulic and nutrient (TN and PAN) loadings. An additional
management form example is provided to record the date and reasoning for other
management activities that include but are not limited to harvest records, herbicide
application, reseeding of designated areas, soil reconditioning due to rutting, etc. By tracking
and maintaining these records, the operator can provide documentation, if needed for
compliance, and for long term tracking of system performance.
NUTTER + ASSOCIATES 13

5.0 REFERENCES
North Carolina Interagency Nutrient Management Committee. (NCINMC). 2014. Realistic yields
and nitrogen application factors for North Carolina crops. http://yields.soil.ncsu.edu
North Carolina State University, North Carolina Department of Agriculture and
Consumer Services, North Carolina Department of Environment and Natural Resources,
Natural Resources Conservation Service. Raleigh NC.
Nutter & Associates, Inc. (NAI) 2019. Agronomic Evaluation, AIIJuice Realty, LLC Wastewater
Irrigation System.
NUTTER + ASSOCIATES 14

TABLES

Table 1. Example application cycles for irrigation by field.
Week
Day
Standard
Operation
Harvest
Operations
Reseeding Field
Inclement
Weather
East
West
East
I West
East
West
East
West
Hydraulic Loading (inches)
1
Monday
0.6
0.6
0.6
Drying
time,
site
prep
and
seeding
0.6
0.6
Tuesday
0.3
0.3
0.3
0.3
0.3
Wednesday
0.6
Drying time,
cutting, curing,
raking, baling and
removal
Rain (< 0.5 inches)
Thursday
0.3
0.3
Friday
0.3
0.6
Saturday
Sunday
Rain (1 inch)
Monday
0.6
0.3
0.6
Tuesday
0.3
0.3
0.6
Wednesday
0.6
0.3
2
Thursday
0.3
0.6
0.6
0.6
0.6
Friday
0.3
0.3
0.3
0.3
Saturday
Sunday

FIGURES

k,1
i
Site boundary
Sample Areas
East
IL Interior
R West
® Wetted area
Data Source: Esri World Imagery G:\19\19-059 AIIJuice WWIS\GISFILES\19059_working.mxd
0 100 200 400 Feet
Figure 1. AIIJuice Realty, LLC wastewater irrigation system NUTT1 R +ASSOCIATES

APPENDIX A

FORM: NDAR-1 10-13 NON -DISCHARGE APPLICATION REPORT (NDAR-1) Page of
Permit No.:
Facility Name:
County:
Month:
Year:
Did irrigation
Field Name:
Field Name:
Field Name:
Field Name:
occur
Area (acres):
Area (acres):
Area (acres):
Area (acres):
at this facility?
Cover Crop:Cover
Crop:
p�
Cover Crop:
p�
Cover Crop:
p:
❑ YES ❑ NO
Hourly Rate (in):
Hourly Rate (in):
Hourly Rate (in):
Hourly Rate (in):
Annual Rate (in):
Annual Rate (in):
Annual Rate (in):
Annual Rate (in):
Weather
Freeboard
Field Irrigated?
❑ YES ❑ NO
Field Irrigated?
[ YES ❑ NO
Field Irrigated?
❑ YES ❑ NO
Field Irrigated?
❑ YES ❑ NO
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FORM: NDMLR 10-13 NON -DISCHARGE MASS LOADING REPORT (NDMLR) Page of
Permit No.:
Facility Name:
County:
Month:
Year:
Field Name:
Field Name:
Field Name:
Field Name:
Field Name:
Area (acres):
Area (acres):
Area (acres):
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Cover Crop:
Cover Crop:
Cover Crop:
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Load Type:
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Load Type:
Load Type:
Field Loaded?
❑ YES ❑ No
Field Loaded?
❑ YES ❑ No
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❑ YES ❑ No
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FORM: NDMLR 10-13 NON -DISCHARGE MASS LOADING REPORT (NDMLR) Page of
Did the mass loading rates exceed the limits in Attachment B of your permit?
❑ Compliant ❑ Non -Compliant
If the facility is non -compliant, please explain in the space below the reason(s) the facility was not in compliance. Provide in your explanation the date(s) of the non-compliance and describe the corrective
action(s) taken. Attach additional sheets if necessary.
Operator in Responsible Charge (ORC) Certification
Permittee Certification
ORC:
Permittee:
Certification Number:
Signing Official:
Grade: Phone Number:
Signing Official's Title:
Has the ORC changed since the previous NDMLR? ❑ Yes ❑ No
Phone No.: Permit Exp.:
Signature Date
Signature Date
By this signature, I certify that this report is accurrate and complete to the best of my knowledge.
I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that all qualified personnel properly gathered and evaluated the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations.
Mail Original and Two Copies to:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

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FORM: NDMLR 10-13 NON -DISCHARGE MASS LOADING REPORT (NDMLR) Page of
Permit No.:
Facility Name:
County:
Month:
Year:
Field Name:
Field Name:
Field Name:
Field Name:
Field Name:
Area (acres):
Area (acres):
Area (acres):
Area (acres):
Area (acres):
Cover Crop:
Cover Crop:
Cover Crop:
Cover Crop:
Cover Crop:
Load Type:
Load Type:
Load Type:
Load Type:
Load Type:
Field Loaded?
❑ YES ❑ No
Field Loaded?
❑ YES ❑ No
Field Loaded?
❑ YES ❑ No
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Annual Load Limit (Ibs/ac/yr):

FORM: NDMLR 10-13 NON -DISCHARGE MASS LOADING REPORT (NDMLR) Page of
Did the mass loading rates exceed the limits in Attachment B of your permit?
❑ Compliant ❑ Non -Compliant
If the facility is non -compliant, please explain in the space below the reason(s) the facility was not in compliance. Provide in your explanation the date(s) of the non-compliance and describe the corrective
action(s) taken. Attach additional sheets if necessary.
Operator in Responsible Charge (ORC) Certification
Permittee Certification
ORC:
Permittee:
Certification Number:
Signing Official:
Grade: Phone Number:
Signing Official's Title:
Has the ORC changed since the previous NDMLR? ❑ Yes ❑ No
Phone No.: Permit Exp.:
Signature Date
Signature Date
By this signature, I certify that this report is accurrate and complete to the best of my knowledge.
I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that all qualified personnel properly gathered and evaluated the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations.
Mail Original and Two Copies to:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

Formulas
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Site Management Log ALLJuice WWIS
Permit No. WQ0004967
Date Maintenance or Management Reason Needed Operator Comments
Practice Performed

Sections O —Residuals Management Plan -
Revised

DRAFT
August 2022
AllJuice Wastewater Irrigation System

Wastewater Irrigation System
Residuals Management Plan
Prepared for AllJuice Realty, LLC

August 2022
AIIJuice Wastewater Irrigation System
Wastewater Irrigation System
Residuals Management Plan
Prepared for
AIIJuice Realty, LLC
352 Jet Street
Hendersonville, NC 28792
Prepared by
Anchor QEA, LLC
231 Haywood Avenue
Asheville, NC 28801
AIIJuice Wastewater Irrigation System

TABLE OF CONTENTS
1 Background.................................................................................................................................1
1.1 Project Background............................................................................................................................................1
1.2 Treatment and Chemical Processes on Site..............................................................................................1
2 Residuals Management Process.............................................................................................4
2.1 Management in the Grit Filter........................................................................................................................4
2.2 Management in the Influent Pipe.................................................................................................................4
2.3 Management of the Wastewater Storage Pond......................................................................................5
2.3.1 Management of Wastewater Storage Pond Residuals during Construction................5
2.4 Management of the Irrigation Pumping System and Fields...............................................................5
3 Residuals Disposal Plan
4 References
FIGURES
Inset 1
Figure 1
Figure 2
7
�tl
Schematic diagram of process treatment flow.....................................................................................2
Existing Conditions from Sheet C01 of Design Specification
Proposed Conditions from Sheet CO2 of Design Specification
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

DRAF
ABBREVIATIONS
AIIJuice
AIIJuice Realty, LLC
CCTV
Closed circuit television
NCDEQ
North Carolina Department of Environmental Quality
NCDWR
North Carolina Division of Water Resources
NDMR
Non -Discharge Monitoring Report
NOV- NIE
Notice of Violation and Notice of Intent to Enforce
TDS
Total Dissolved Solids
TSS
Total Suspended Solids
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

Background
This document provides a Residuals Management Plan for the wastewater treatment and irrigation
system processes at the AIIJuice facility in Hendersonville, North Carolina. It contains the project
background, a description of the affected environment, and a discussion of expected project impacts.
1.1 Project Background
AIIJuice Realty, LLC operates a juice bottling facility located at 352 Jet Street in Hendersonville, North
Carolina (the Site). The AIIJuice facility is positioned on top of a northwest -trending topographic
ridge that is bound to the northeast and southwest by small tributaries of Wolfpen Creek. The site
contains a wastewater treatment facility (WWTF) which is further described in Section 1.2. A site map is
shown in Figures 1 and 2, with various components of the facility labelled on these figures. The
bottling process generates a wastewater stream that is kept separate from facility sanitary
wastewater. Wastewater is not allowed to be discharged to surface water but is authorized for up to
20,000 gallons per day (gpd) of land application under DEQ Permit Number WQ0004967 (effective
April 27, 2017 to March 31, 2022).
The Site currently includes a wastewater treatment facility (WWTF) for the bottling process as noted
in the permit referenced above and is briefly described as follows. Wastewater discharged from juice
processing equipment and tanks has its pH adjusted as needed. Wastewater is then conveyed to an
irrigation (holding) lagoon, or wastewater storage pond. Wastewater from the storage pond is then
land applied to an approximate 7-acre adjacent spray irrigation field, where grass species are grown
to consume a portion of the water and uptake pollutants and nutrients from the irrigation water. The
wastewater storage pond is on the southwestern side of the ridge and the spray irrigation field is
upgradient from the wastewater storage pond and located to the northwest of the storage pond.
1.2 Treatment and Chemical Processes on Site
Wastewater discharged from the facility juice processing equipment and tanks passes through a
screened grit chamber, before being passed to the wastewater storage pond via an 8-inch PVC -pipe.
Debris in the form of trash, large solids, pulp, and other organic material is captured in the grit
screen. The proposed wastewater storage pond has a surface area of 0.38 acres, has a volume of
approximately 0.8 million gallons, and will contain two 30-horsepower surface aerators, one of which
will be continuously operated. The wastewater is stored in the storage pond until conditions allow for
spray application to the field. When conditions are appropriate, water is pumped from the storage
pond through a series of pumps, pipes, and sprayers to be land applied to an approximate 7-acre
adjacent spray irrigation field. The wastewater effluent from the wastewater storage pond is sprayed
on the irrigation field and infiltrates into the soils and ultimately to the groundwater table.
Wastewater treatment occurs through the fescue crop that is grown to consume a portion of the
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

DRAF
water and uptake pollutants and nutrients. The portion of the wastewater that is not taken up by the
fescue crop infiltrates into the soils and ultimately to the groundwater table.
Stormwater runoff from the spray irrigation field is conveyed to a tributary of Wolfpen Creek by the
ditch located to the east of the wastewater storage pond. The ditch runs generally north to south
and has a shallow gradient, which results in accumulation of stagnant water in some locations.
As a non -discharge facility, the WWTF's primary treatment component is the spray irrigation field; its
function is to provide wastewater treatment through the assimilative capacity of the fields. The
primary methods of maintaining groundwater quality are pH adjustment, hydraulic loading control
to the spray irrigation field, and the field's assimilative capacity for treatment of applied wastewater.
Based on discharge monitoring report data gathered in 2019, AIIJuice land applied an average of
6,235 gpd from 2016 through 2018. The current average flow is 5,493 GPD based on the average of
all reported flows in the Non -Discharge Monitoring Reports (NDMRs) compiled for 2020. With the
permitted spray irrigation rate limit of 20,000 gpd, wastewater can be held in the storage pond for
adequate periods of time (days to weeks) to allow conditions on the field to retain optimum
hydraulic and nutrient and pollutant load removal performance conditions. The wastewater storage
pond's primary function is hydraulic flow equalization. Surface aerators are needed at a minimum to
prevent anaerobic or septic conditions and associated foul odors from occurring. Treatment (e.g.,
removing biochemical oxygen demand [BOD] or nitrogen) that might occur in the storage pond is
considered incidental. In other words, the storage pond and its aeration system are not actively
operated to improve water quality.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan 2 August 2022

The following numbering corresponds with numbered elements in the diagram pertinent to the
generation, storage, and treatment of residuals on site:
Wastewater: Composed of juice wastewater (residuals and spillage) and clean -in -place
cleaners (orthophosphoric acid)
2. Plant and sump containing coarse screen
a. A continuous wastewater stream flows during operations and cleaning.
b. Wastewater is discharged to the sump and a coarse screen removes debris and large
solids from wastewater stream.
c. The chemical feed in the sump adds antifoaming agents if needed.
d. Caustic is added by hand to sump if pH needs adjustment.
e. Wastewater is conveyed to treatment pond by 8-inch polyvinyl chloride (PVC)
Schedule 40 pipe that runs through former septic area.
4. Redesigned wastewater storage pond (area: —0.38 acres, depth: —12 feet, volume: —0.8
million gallons)
a. Two aerators are used in the wastewater storage pond.
b. Aerators operate 24 hours a day, 7 days a week.
c. The wastewater storage pond is lined.
d. There is no ammonia in wastewater.
e. The high total Kjeldahl nitrogen (TKN) concentration is composed predominantly of
organically bound nitrogen.
5. Spray irrigation field
a. Treated wastewater is land applied to the spray irrigation field 1 or 2 times per day
depending on site conditions.
b. Spraying typically occurs in the morning and at the end of the day.
c. Each spraying can contain up to 10,000 gallons per event.
d. AIIJuice is permitted to spray up to 20,000 gpd.
e. Decisions to spray depend on pond level, weather, and saturation of soils in the field.
f. Effluent discharged to the spray irrigation field has similar chemistry as the treatment
pond.
6. Spray irrigation field treats land applied wastewater through plant (fescue) assimilation and
infiltration to underlying soils.
7. Overland stormwater flow moves across the spray irrigation field to the ditch. The ditch will
convey stormwater flows to a proposed stormwater control measure, a dry detention basin,
to manage stormwater and precipitation flows on -site. During overflow conditions in the
detention basin, flow will discharge to the drainage ditch and direct stormwater flow toward
the southern property boundary where it discharges to a tributary of Wolfpen Creek.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan 3 August 2022

2 Residuals Management Process
The wastewater treatment pond and its components shall be inspected and cleaned, according to
the following specific instructions for each component.
2.1 Management of the Wastewater Discharge Sump
Wastewater exiting the juice bottling facility first passes through a coarse screen, which is set in a
concrete wastewater discharge sump below ground level outside of the treatment facility. The coarse
screen located at the invert of the pipe exiting the treatment facility and is used to filter out debris
and large materials'. Historically, there are no residuals or sediments captured by the coarse screen.
This coarse screen will be visually inspected once a month to assess the volume of debris captured
and contained in the vault.
Access to the coarse screen will occur via by entrance through the ladder atop the wastewater
discharge sump at finish elevation of the pavement. This is considered confined space entry and will
be performed under observation and holding to safe practices and standards.
The debris captured by the coarse screen inside the wastewater discharge sump will be collected,
removed, and disposed of at an established landfill. Debris will not be disposed of on -site or be
allowed to pass into the wastewater pond.
Additionally, at least once annually, inflows to the wastewater discharge sump containing the coarse
screen will be ceased to allow for an inspection of structures. The inspection will include observations
for blockages, impacts to proper function, and deterioration or insufficiencies. Identified problems
will be corrected.
This system does not produce large quantities of debris. Historically, debris quantities have been
removed by hand scoop or similar and stored on -Site until they can be disposed of at the landfill.
2.2 Management in the Influent Pipe
Inspections of the pipe from the coarse screen to the wastewater storage pond will occur once per
permit cycle (5-years) via closed-circuit television (CCTV) scope/camera robot crawler, or similar
device. The pipe will be inspected for sedimentation, blockages, and damages or deterioration of the
pipe.
Any problems or concerns noted will be immediately addressed. Such problems may include the
following: If considerable sedimentation is found, the sediment will be collected and disposed of at a
' Generally plastic bottle caps and other plastic objects.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan 4
August 2022

proper landfill. If cracks or deterioration is found on the pipe, an assessment for partial or complete
replacement or patching should be made and the subsequent remedial decision will be followed.
2.3 Management of the Wastewater Storage Pond
Historically, there are no residuals transferred to or generated in the pond.
The pond will be inspected twice annually for evidence of substantial sedimentation, erosion, or
septic conditions. Specifically, the basin walls and bottom of the storage pond will be inspected.
Accumulation of residuals on the bottom of the storage pond can will be measured from a boat at
various points in the storage pond using a marked PVC pipe with a blunt end.
If settlement resulting from residuals or sediment reaches a depth of 6 inches or greater, the
sediment will be collected and disposed of at a proper landfill or stored in the holding container until
it can be disposed of. The sediment will be removed via dewatering, careful bottom scraping, and
removal. Consideration of the liner should be taken, and efforts made to not tear or cut it as
sediment is removed.
Continued generation of residuals or sedimentation at depths greater than 6 inches is an indication
that the pond is not functioning as intended. Accumulation of residuals or sediment may indicate
improper circulation or a change in pond's biochemistry. Changes in the operation of the aerators or
the addition of amendments may be required depending on the cause of the sedimentation.
2.3. 7 Management of Wastewater Storage Pond Residuals during
Construction
During reconstruction of the wastewater storage pond, the pond will be dewatered and the
remaining residuals plus up to 6 inches of soil will be removed from the bottom of the pond. The
resulting sludge material will be temporarily stockpiled on site as indicated in the Engineering Plans.
Depending on the amount of sludge removed from the wastewater storage pond, the material may
be applied to the irrigations fields or be stockpiled, characterized for landfill profiling, and disposed
in an appropriate landfill. The decision about final placement of the sludge material will be made
during construction.
2.4 Management of the Irrigation Pumping System and Fields
Downstream of the pond, it is assumed that the sprayer piping and pumping system and the
irrigation field should stay clear of sedimentation and grit compounding; however, these areas will
be inspected at least once annually to ensure that the pond is functioning as designed and not
passing sediments into the field.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

DRAF
The pumps should be inspected at least once annually to assess functionality and performance up to
design standards. Bag filters or other physical components of the pumps should be inspected for
accumulation and performance and replaced or cleaned as needed and typical lifespan standards
apply.
Fields will be inspected and managed following the recommendations of Nutter and Associates, and
their developed operations plan.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

3 Residuals Disposal Plan
During the more than thirty years that AIIJuice has operated under permit No. WQ004967, the facility
has not been required to remove accumulated sediment or residuals. It is assumed that some
degree of particle entrainment occurs in the existing un-lined pond based on the changes in
turbidity and metal concentrations between the plant effluent and the pond liquor. The addition of a
liner to the pond should reduce the effect. The residual disposal plan will be implemented if semi-
annual measurements indicate an accumulation of greater than 6-inches of sediment or residuals.
The residual disposal plan consists of the following:
1. Removal of trash from the coarse screen.
a. Scoop or vacuum suction settled debris from the coarse screen.
b. Collect and place debris in the on -site holding container or transfer off -site to an
approved landfill.
2. Removal of sediment from the pond.
a. A baffled roll -off with removable tarp will be brought on site for temporary use.
b. A suction pump with screen filter head attachment will be used to vacuum
accumulated sediment and liquid into the roll -off.
c. The suspended sediment will be separated from the wastewater by addition of
flocculant in the first baffle chamber of the roll -off.
d. As water moves through the baffle system the suspended load will be dropped in
subsequent baffle chambers.
e. A 0.45-micron filter will be used with a pump to move water from the last baffle
chamber back into the storage pond.
f. The pump and filter system will be used to remove water from the other baffle
chambers, leaving the settled residuals in place.
g. Once the roll -off has been dewatered and only the settled solids remain, a solidifying
agent will be added to the roll -off to solidify the settled residuals. A sample for
characterization will be collected and based on the results, the materials will either be
transferred to the on -site holding container or off -site at an approved landfill.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan 7
August 2022

The method employed for the management of residuals will be disposal of the settled residuals to a
registered and DEQ approved landfill facility. AIIJuice shall ensure that the facility has the capacity for
residual storage of a minimum of 30 days of the volume of residuals generated on -site, per 15A
NCAC 02T .0505 (o). It is estimated based on the current generation rates that the facility produces
no more than 50 pounds of residuals per month. As such, there will be a container with a capacity to
hold at least 50 pounds on -site to contain the generated residuals before they are conveyed to the
landfill.
After the residuals are removed from any settlement areas, they will either be directly wasted to the
specified landfill or be contained in a holding container until the residuals can be properly disposed.
Residuals shall be removed from the effluent wastewater stream through the screen and vault of the
grit chamber. Residuals collected here will be piped or pumped to the holding container. Per 15A
NCAC 02T .05040), a written commitment to the AIIJuice from a DEQ-approved residuals disposal
program will be provided prior to operation of any permitted facilities.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

4 References
NCDEQ (North Carolina Department of Environmental Quality), 2020. Stormwater Design Manual
Section C-12 Dry Pond. Last modified November 23, 2020; accessed August 19, 2021.
Available at https:Hdeq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/stormwater-design.
NCDEQ (North Carolina Department of Environmental Quality), 2013. Erosion and Sediment Control
Planning and Design Manual Section 6.30. 7 Grass -Lined Channels. Last modified May 2013;
accessed August 19, 2021. Available at https://deq.nc.gov/about/divisions/energy-mineral-
and-land-resources/erosion-and-sediment-control/erosion-and-sediment-control-planning=
and -design -manual.
AIIJuice Realty, LLC
Wastewater Irrigation System
Residuals Management Plan
August 2022

Figures

DRAF
kzANCHOR
IDEA
CONTROL POINT LEGEND:
RBC "KEE" (502)
STATE PLANE COORDINATES - S 197459" E CONTROL POINT 5/8" RBR/CAP
N: 599244.63' 283.50' (GRID)
E' 98497322' 11`'`� 283.56' (GROUND) ® DECIDUOUS TREE
ELEV'219791' AVG CF-0.99977399
CONIFEROUS TREE
15" CMP UTILITY POLE
wV IN:2180 l CONTROL POINT (BM)
INVOUT:2179.46'i \ 11 �E ELECTRIC PEDESTAL
V \` RBC "KEE" (501)
i GROUND COORDINATES
AREA LIGHT POLE
N: 598977.18' WASTEWATER
E: 985D57.49' MAN HOLE MONITORING WELL
' 1 ELEV:2186.08'
4" METAL INV IN: 2162.7'
1`I,1, i 11I 8" PVC INV OUT: 2181.91 A CONCRETE BOLLARD/PIER
"INACTIVE PIPES FOUND e MANHOLE (AS NOTED)
f ' , INSIDE MANHOLE_
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�s - - - - - - - - - - UNDERGROUND WASTEWATER
11
PIPE/PUMP LOCATION (PINK PAINT)
I
-/ D ELECTRIC UTILITY
UNDERGROUND
i i'
i .....�:.:�:: / • • (RED PAINT}
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,.. �... :::'v. :::... •.Screenn • FENCE
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'.�, ``�UEN'CTOT 218t.9' :r: ••� TIE LINE
PVGCuT 2171.r i....... ::......
SYSTEM
RCP •
/'`j'`\ ` �`+•
11124�"
INV IN: 2175.1'
�;i;
�--�� fir,
�?PI 1 INV OUT: 2175.0'
it S
1 I
I5
'4 I �', y
1
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APPROXIMATE LOCATION
OF DAMAGED PIPE
B" METAL PIPE
INV IN: UNKNOWN
INV OUT: 2176, 1' -->_ __
11'1i
1 1I
11151, 1
51,
"'! _+_i I 5 '� 1 L I i
OLD
OLD CONCRETE TANK (UNDERGROUND)
DEPTH AND SIZE TO BE DETERMINED BY
CONTRACTOR AT TIME OF CONSTRUCTION.
` {Ly
METALTA -� ......... I...
_w ,................................... .,....,
VE GROUND) OPEN MANHOLE.
DEPTH AND SIZE TO BE DETERMINED BY
1 CONTRACTOR AT TIME OF CONSTRUCTION.
`OLD METALTANK(ABOVEGROUND).'"""'
HEIGHT AND SIZE TO BE DETERMINED BY
CONTRACTOR AT TIME OF CONSTRUCTION.
..
NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1998 (NAD83), V.S.
SURVEY FEET
WASTEWATER DISCHARGE
3, VERTICAL DATUM: NORTH AMERICAN VERTICAL
x
SUMP WITH SCREEN
DATUM OF 1988 {NAVD88}, U.S. SURVEY FEET
S
8" PVC INV IN. 2185 S'
4"METAL INV ou7:2162.9'
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
o
'INACTIVE PIPES FOUND INSIDE
APPROXIMATE, CONTRACTOR SHALLVERIFYTHC
DISCHARGE SUMP:
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
W 2 I
BEGINNING EXCAVATION.
&o
8"PVC #1
680t
INV IN UNKNOWN
? f°
INV OUT: 2186.e
6" PVC #2
INV IN UNKNOWN
0
INV OUT: 2186.4'
NORTH
4" PVC #3
0 30 60
?V
� a
INV IN, UNKNOWN
INV OUT. 21.A!
SCALE IN FEET
o a a
H �
0813012022 FINAL DESIGN LL=
NOT RELEASED FOR CONSTRUCTION `z
REVISIONS POND MODIFCATION AND WASTEWATER
CALL IBW632HN REV DATE BY ARP Di DESIGNED By R.W ATSON SYSTEM IMPROVEMENTS PROJECT C01
eebw. rv.cauEuucErrTEa
Glle�enwela in TME'A'�' T TT{`lJ DRAWN BY. PSCIABE ALLJUICE FOOD & BEVERAGE CO.
1 L 1 � 1 C �—Y `—�.J CHECKED BY R. COUPE
ANCHOR■■■��/111 4PPROYEDBY: W. OINICOA
Q ` SCALE, AS NOTED EXISTING CONDITIONS
DATE: AUGUST 3Q 2022 SHEEr e i OF B
Figure 1
Existing Conditions from Sheet C01 of Design Specification
AIIJuice Food and Beverage Company

SOIL STOCKPILE AREA
FOR UNSUITABLE SOILS TO BE REMOVED !
PROPOSED STORAGE POND
PROPOSED ANCHOR TRENCH FOR
STORAGE POND LINER.
SEE DETAILS
2
cas cos
Ihy5lly \
4
11, 1115 11 4 t +Y
155 1
\51115 \\11l \ 1
115111111 \ YI
51 5
Y5511y111y \5 1
5
I55111151515 5
I55111111 1 `
1 1 15
115151 `5115 }
Y 11111 1 1
YY y t( Yy 511 1
l Y y 1 5 4
t 115
CONTRACTOR SHALL REMOVE t t 5 5 1 Y
AND STOCKPILE RIPRAP AROUND 5 1 \ \ \
EXISTING POND PERIMETER. ) t Y 1 \
Y l 5 4 1
RI PRAP TO BE USED AS EROSION 1 y t y 1
CONTROL LINING ON DITCHES l y t l 1
ELSEWHERE ON SITE AT1 1 1
DIRECTION OF ENGINEER. 1\I \ 5 It
154Y
11Y ly 1 I 1 I{ 115 I
l y I } 1 1 y
r
I
CONTRACTOR TO INSTALL
ANCHOR TRENCH AND KEY -IN I I I I 1
LINER 3.0 FT FROM TOP OF I I 1 + f 1!
BANK. SEE DETAIL I I I r r
I )
Illy r + r r
II I r 1 1 1 l r Jr i
r
I II 1 1 1 4 4 I I I !
VA
II I II I I
CONTRACTOR TO INSTALL
ANCHOR TRENCH AND KEY -IN
LINER 3.0Fr FROM TO OF
BANK.SEE DETArIfj+l I I CONTRACTOR TO INSTALL ANCHOR
!1,,4 TRENCH FOR LINER i BERM TOP OF BANK. SEE .0 FTROM C
Y 4 1
\ \ I \ \ 4 [ I III
1
PROPOSED BERM\\\5\\51 \ '\ ,\ l�\I i II I.
1 \
111555\110
PROPOSED DRY DETENTION POND
CONTRACTOR SHALL REMOVE AND DEMOLISH
OLD CONCRETE TANK (UNDERGROUND) AND
BACKFILL HOLE WITH SUITABLE SOILS
[rroaE wu olt;
uu,-eon-63s-a9a9
eir°Moant NLORs;H[[.w�[ea
ANCHOR
QEA �` 4'"
Filepath: [file address information]
kzANCHOR
IDEA
CONTRACTOR TO INSTALL
DRY DETENTION POND }
OUTLET STRUCTURE AND
OUTLET PIPE. SEE DETAIL C04
,I i
� 1
CONTRACTOR SHALL REMOVE AND DEMOLISH
OLD METAL TANK (ABOVE GROUND)
/ xl I�I ii!I I f I
1 B" PVC SCH 40 PIPE i
II I III�II I I I
1 ) 1 1 1 1 1 I r r
If 111rlll�r /
xii iillirrlrr rr
II llljllllf r
) I I Iwl I I I !
I I I I I�1 1 1 11
x+ IA �Ill�rl I
�I IP'} 111 1j111 l
1 PROPOSED STORMWATER
I 1 INFLUENT DITCH CONNECTION
y[I I I I TO POND, SEE DETAIL
I T 11 1 1 1 1 1 I 1 I COS \
I III I I
� xllr Ijllllt{I11III }I
11II I,I \
SLUDGE STOCKPILE AREA
\----------r-- ........ ........ ...... ......................
I CONSTRUCTION STAGING AREA
AND FRACK TANK STORAGE
I II
I }
I 1
I 5
I 1
I 1
r .'.::::::::.'... ::::: .:::::::::: ; .'.
C1 ...'.'.'.'; \...... .
�e oo \........�::::..
0000 000 -::...:.I........ T::::.
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10, 10
.. .......:.:...:....... .'.'.'a::::::::. o
I ':..:.'.:.....\ ....... .
NYLOPLAST CLEANOUT STRUCTURE OR
APPROVED EQUIVALENT COq
—, .. . L.:....
Y ... ............
I :.
—CONTRACTOR TOREMOVE 4"PVC """"..........
INTAKES FOR DITCHWATER SAMPLERS ':.'.f'.'..T:T:T::.':
1'.'.'.'.'.'.'::::::
I �:.'.'.'.': .. .
CONTRACTOR TO INSTALL .."1""""
PROPOSED STORMWATER "J"""""I :':.•. •.'.'.':.':.':.'...L......:...
INFLUENT DITCH. SEE . ---- I.'.'.'.'.'.'.';; .
SECTIONAND DETAIL D-D
I �... 'COS.'
r
r 8" PVC SCH 40 PIPE
iI ..............
I ...'. :::::.':.'.'.'.'.'.: -.2.. i.............
NYLOPLAST CLEANOUT STRUCTURE
APPROVED EQUIVALENT
I ...... ...::.'.
---•B" PVC SCH 40 PIPE
CONTRACTOR TO BEGIN %
ll },I I ( 1111 I 5 REPLACE M ENT AND /
4-4CONTRACTOR TO REMOVE REALIGNMENT OF 8" PVC SCH.
I 1 10. OF PIPE AND CAP `� 40 PIPE AT THIS LOCATION
.................�
{ CONTRACTOR TO } I APPROXIMATE LOCATION O.F. DAMAGED PIPE.
51 111 REMOVE TREE } I CONTRACTOR TO REMOVE BROKEN PIPE AND CAP
1 4 1 l l 1 \----
/
h•1� 1 S CONTRACTOR TO INSTALL RIPRAP
FOR SPILLWAY AND IN DITCH AT 3
PIPE OUTFALL
�C04
14
I
) I CONTRACTOR SHALL REMOVE AND
DEMOLISH OPEN MANHOLE AND BACKFILL
HOLE WITH SUITABLE SOILS
REVISIONS
LEGEND:
PROPOSED STORAGE POND
O PROPOSED DRY DETENTION POND
PROPOSED BERM
— — — — — — — PROPOSED 8" DIA PVC PIPE
• — • — PROPOSED DITCH CENTERLINE
® PROPOSED 15' DIA HDPE PIPE
PROPOSED LINER ANCHOR TRENCH
NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY
PERFORMED BY KEE MAPPING AND PROVIDED TO
ANCHOR QEA IN JANUARY 2021.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,
NORTH AMERICAN DATUM OF 1988 (NAD83), LI S
SURVEY FEET
i. VERTICAL DATUM: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), U.S. SURVEY FEET
4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE
APPROXIMATE, CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES BEFORE
BEGINNING EXCAVATION.
S. CONTRACTOR TO PROTECT MONITORING WELLS AND
EXISTING STRUCTURES FROM DAMAGE DURING
CONSTRUCTION.
6. CONTRACTOR SHALL REMOVE AND REINSTALL FENCE
FOR CONSTRUCTION OF PIPES AND SPILLWAY.
NORTH
0 20 40
SCALE IN FEET
08/30/2022 FINAL DESIGN
/. NOT RELEASED FOR CONSTRUCTION
POND MODIFCATION AND WASTEWATER
DESIGNED BY', RROBERTSON
SYSTEM IMPROVEMENTS PROJECT
DRAWN BY, P. SCIABA
ALLJUICE FOOD & BEVERAGE CO.
CHECKEDBY. RCOUPL
APPROVED BY: W DINICOLA
SCALE. AS NOTED
PROPOSED CONDITIONS PLAN
DATE: AUGUST M 2a22
CO2
a'
s�-IFTII 4 of 8
Figure 2
Proposed Conditions from Sheet CO2 of Design Specification
AIIJuice Food and Beverage Company

Section P — Wastewater Chemical Analysis
Results - Revised
The wastewater chemical analyses presented in this section were compiled from the following
sources:
• Corrective Action Assessment Report, Permit Number WQ0004967, Anchor QEA of NC, PLLC,
April 2020.
o The grey highlighted sections in the report's table of contents are those included in
this section.
• Notice of Violation and Notice of Intent to Enforce Response report, Anchor QEA of NC,
PLLC, June 2018.
o The grey highlighted sections in the report's table of contents are those included in
this section.
• Brett Laverty of the NC Department of Water Quality, Division of Water Resources in a
December 5, 2017 email.
Other wastewater chemical analysis data is provided in the Agronomist Evaluation performed by
Nutter & Associates, Inc., included in Section F.

April 2020
AIIJuice Realty, LLC
Corrective Action Assessment Report
Permit Number WQ0004967
Prepared for AIIJuice Realty, LLC
kzANCHOR
QEA

April 2020
AIIJuice Realty, LLC
Corrective Action Assessment Report
Permit Number WQ0004967
l
elanie Kemp
Staff Scientist
Prepared for
AIIJuice Realty, LLC
2001 Butterfield Road, Suite 600
Downers Grove, Illinois 60515
AL
1587 1
(± 04/13/202S, ; 2
�oL0�`�Q�Q? a
Chuck Pippi
Senior Managing Geologist
Prepared by
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Number: C71762-01.01
\\ashevillel\asheville\Projects\AIIJuice\190305 - Request for CAP from DEQ\Report\Deliverables\Final Submittal\Corrective Action Assessment
Report_040920.docx

TABLE OF CONTENTS
1 Introduction
1
2 Background.................................................................................................................................3
2.1 Comprehensive Facility Diagram...................................................................................................................3
2.2 Corrective Action Notices................................................................................................................................4
2.3 Completed Corrective Actions.......................................................................................................................6
3 Site Investigation.......................................................................................................................7
3.1 Monitoring Well Installation and Well Development............................................................................7
3.2 Groundwater Sample Collection...................................................................................................................8
3.3 Wastewater Treatment Facility Sampling...................................................................................................9
3.4 Settleometer Test................................................................................................................................................9
3.5 Ditch Water Monitoring and Sampling...................................................................................................10
3.6 Agronomic Study of Spray Irrigation Field.............................................................................................11
4 Hydrogeology...........................................................................................................................12
5 Analysis and Discussion.........................................................................................................13
5.1 Monitoring Results..........................................................................................................................................13
5.2 Groundwater Concentrations Across Site...............................................................................................13
5.2.1 Groundwater Conditions Around the Treatment Pond.....................................................14
5.2.2 Groundwater Concentrations at Compliance Boundary Wells ....................................... 17
5.3 Ditch East of the Treatment Pond..............................................................................................................18
5.4 Wastewater Treatment Facility Process...................................................................................................19
5.5 Former Failed Septic System........................................................................................................................ 21
5.6 Status of Spray Irrigation Field.................................................................................................................... 21
6 Options for Corrective Action.............................................................................................. 23
6.1 Inspect 8-Inch Pipe..........................................................................................................................................23
6.2 Improve Spray Irrigation Field.....................................................................................................................23
6.3 Modify Lagoon..................................................................................................................................................24
6.4 Continued Groundwater Monitoring........................................................................................................ 24
7 Recommendations..................................................................................................................25
8 References................................................................................................................................ 27
Corrective Action Assessment Report i April 2020

FIGURES
Figure 1 Site Location Map
Figure 2 Site Features and Sample Locations Map
Figure 3 Settleometer Test Results
Figure 4 Potentiometric Surface Map with Estimated Groundwater Flow Velocity
Figure 5 Summary of Groundwater Field Parameters
Figure 6
Summary of Select Analytical Parameters for Groundwater
Figure 7
Summary of Select Analytical Parameters for Treatment Process Samples
Figure 8
Cross Section A to A': Conceptualized Nitrogen Compound Fate and Transport
Figure 9
Cross Section B to B': Estimated Extent of Former Septic System Impacts
Figure 10
Relationship of Stormwater Migration to Ditch
Figure 11
Summary of Select Analytical Parameters for Ditch Samples
Figure 12
Relationship of Plant Effluent to Treatment Irrigation Lagoon Effluent
Figure 13
Conceptual Plan for Modification Irrigation Lagoon
TABLES
Table 1 Summary of Well Construction Details and Groundwater Elevation Data
Table 2 Summary of Laboratory Analyses Performed on Samples
Table 3 Summary of Measured Field Parameters and Analytical Results for Groundwater
Table 4 Summary of Measured Field Parameters and Analytical Results for Treatment
Process Samples and Ditch Samples
APPENDICES
Appendix A
Regulatory Correspondence
Appendix B
Boring Logs, Well Construction Records, Well Abandonment Records, and Well
Development Logs
Appendix C
Agronomic Study Results
Appendix D
Sampling Field Forms and Calibration Logs
Appendix E
Laboratory Analytical Reports
Corrective Action Assessment Report ii April 2020

Mum
INS,
d
f,
q
a
\
POND-EFF
\ \ \ \ Ammonia: 0.050U mg/L
Nitrate/Nitrite: 0.096 mg/L
TKN: 9.4 m /L
BOD: 194 mg/L
2168 ( I \ \\ \ COD: 1,050 mg/L
Fecal Coliform: 1,000 CFU/100 mL
2167
POND
Ammonia:0.050U mg/L \r I
Nitrate/Nitrite: 0.083 mg/L 2�ao ` -2166 \ 'I
TKN: 15.0 mg/L
BOD: 268 mg/L n\ \ \ PLANT-EFF
COD: 1,440 mg/L \ Ammonia: 0.090 J mg/L,
Fecal Coliform: 3,950 CFU/100 mL \ ` Nitrate/Nitrite: 0.078 mg/L
\ TKN: 2A mg/L a
BOD: 74.3 mg/L \
COD: 1,640 m /L \
` Fecal Coliform: 1.0 U CFU/100 mL \\
/`\ CTreatment Pond
I I Xn{�uentto� \
a, \ I a
POND-INF c
Ammonia: 0.060 J mg/L II \I 0,
\ Nitrate/Nitrite: 0.076 mg/L I \\
TKN: 1.7 mg/L \ Ditch I \
BOD: 930 mg/L
I A
2 COD: 968 mg/L
Fecal Coliform: 38.0 CFU/100 mL v II
Ll
21
u
LEGEND:
Site Boundary
- -
Groundwater Elevation Contours (2-Foot Interval)
Spray Irrigation Field Application Area
-A-
Generalized Groundwater Flow Path
0 Former Well House
Topographic Contours (2-Foot Interval)
® Former Septic Field
Treatment Process Samples
® New Septic Drain Field
Plant Effluent to Sump
Site Building
Influent to Treatment Pond
Aerated Irrigation Lagoon
Treatment Pond
-0- Drainage Ditch
V
Pond Effluent
— Streams
Publish Date: 2019/12/09, 12:38 PM I User: alesueur
Filepath: \\orcas\gis\Jobs\AllJuice_1762\MXD\2019_CorrectiveActionAssessment\AQFig07_AllJuice_ TreatmentProcess_MetalsAnionResults.mxd
/OOW
0 150
Feet
NOTES:
1. Aerial imagery from U.S. Department of Agriculture National Aerial Imagery Program,
2018
2. Topographic contours from North Carolina Department of Transportation Lidar, 2007
3. Groundwater elevations calculated from depth -to -water measurements collected in
June 2019.
4. U: Indicates the reported concentration is less than the laboratory method detection
limit
5. J: Indicates the reported concentration is estimated by the laboratory
6. Top of casing elevations for all monitoring wells and temporary wells were surveyed
July 2019 by GEL Solutions.
Units:
mg/L: milligrams per liter
CFU/100 mL: coliform forming units per 100 milliliters
kZANCHOR Figure 7
QEA Summary of Select Analytical Parameters for Treatment Process Samples
Corrective Action Assessment Report
AllJuice Realty, LLC, Hendersonville, North Carolina

Table 4
Summary of Measured Field Parameters and Analytical Results for Treatment Process Samples and Ditch Samples
Parameter Group
Parameter
Units
Treatment Process Samples
PLANT-EFF
POND-INF
POND
POND-S
POND-S
(filtered)
POND-EFF
7/10/2019
7/10/2019
7/10/2019
7/10/2019
7/10/2019
7/10/2019
Field Parameters
Temperature
°C
30.1
36.0
27.1
27.1
27.1
25.0
DO
mg/L
5.55
4.58
5.40
3.40
3.40
2.35
Specific Conductivity
PS/cm
126.5
117.4
454.0
460.4
460.4
482.4
pH
SU
5.28
6.76
7.76
7.67
7.67
6.58
ORP
mV
423.2
382.4
181.2
154.0
154.0
-24.4
Turbidity
NTU
51.38
77.63
411.4
444.3
444.3
164.7
Nutrients
Nitrogen, Ammonia
mg/L
0.090 J
0.060 J
0.050 U
0.050 U
NA
0.050 U
Nitrogen, Kjeldahl Total
mg/L
2.4
1.7
15.0
15.8
NA
9.4
Nitrate/Nitrite
mg/L
0.078
0.076
0.083
0.11
NA
0.096
Phosphorous
mg/L
0.62
0.55
2.9
2.7
NA
1.3
Anions
Alkalinity, Total
mg/L
21.5
25.4
158
156
NA
127
Chloride
pg/L
12,100
10,700
68,000
66,500
NA
64,500
Sulfate
pg/L
3,200
2,600
2,400
2,300
NA
670 J
Other Water
Quality
Parameters
pH (Laboratory)
SU
S.1
6.2
7.0
6.9
NA
6.5
Biochemical Oxygen
Demand
mg/L
74.3
930
268
204
18,500
194
Chemical Oxygen Demand
mg/L
1,640
968
1,440
1,420
482
1,050
Total Dissolved Solids
pg/L
761,000
492,000
384,000
560,000
NA
588,000
Total Suspended Solids
pg/L
5,600
5,800
1,110,000
960,000
NA
485,000
Fecal Coliforms
CFU/100 mL
1.0 U
38.0
3,950
4,350
NA
1,000
Metals
Boron
pg/L
8.6 J
7.0 J
43.1 J
39.0 J
NA
28.1 J
Calcium
pg/L
2,290
2,040
4,230
3,990
NA
3,040
Iron
pg/L
434
280
3,590
3,070
NA
12,900
Magnesium
pg/L
420
339
1,700
1,580
NA
952
Manganese
pg/L
7.4
5.7
45.4
40.5
NA
61.8
Potassium
pg/L
11,700
12,100
62,700
60,400
NA
55,000
Sodium
pg/L
18,500
17,100
85,300
82,500
NA
78,000
Volatile Organic
Compounds
Acetone
pg/L
NA
NA
NA
NA
NA
NA
Chloroform
pg/L
NA
NA
NA
NA
NA
NA
Toluene
pg/L
NA
NA
NA
NA
NA
NA
Corrective Action Assessment Report Page 1 of 3
AIIJuice Realty, LLC, Hendersonville, North Carolina April 2020

Appendix E-3
Analytical Data Treatment Process

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
July 18, 2019
Mr. Chuck Pippin
Anchor QEA of North Carolina
231 Haywood Street
Asheville, NC 28806
RE: Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Dear Mr. Pippin:
Enclosed are the analytical results for sample(s) received by the laboratory on July 10, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Chris Derouen for
Lord Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
cc: Mr. Seth Goad, Anchor QEA
Ms. Cassandra Harvey, Anchor QEA
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 38

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 38

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE SUMMARY
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Lab ID
Sample ID
Matrix
Date Collected
Date Received
92436210001
PLANT-EFF
Water
07/10/19 09:00
07/10/19 14:20
92436210002
POND-INF
Water
07/10/19 09:15
07/10/19 14:20
92436210003
POND
Water
07/10/1910:02
07/10/19 14:20
92436210004
POND-S
Water
07/10/1911:05
07/10/19 14:20
92436210005
POND-EFF
Water
07/10/1911:36
07/10/19 14:20
92436210006
POND-S (FILTERED)
Water
07/10/19 11:05
07/10/19 14:20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 38

aceAnalytical
—pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
C91762-01.01 T02 All Juice
92436210
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92436210001
PLANT-EFF
EPA 200.7 Rev 4.4 1994
DS, SH1
7
PASI-A
SM 2320B-2011
ECH
1
PASI-A
SM 2540C-2011
JP1
1
PASI-A
SM 2540D-2011
MJP
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
SM 521OB-2011
JM1
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
1
PASI-A
EPA 350.1 Rev 2.0 1993
NAL
1
PASI-A
EPA 351.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
3
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
NAL
1
PASI-A
SM 5220D-2011
MDW
1
PASI-A
92436210002
POND-INF
EPA 200.7 Rev 4.4 1994
DS
7
PASI-A
SM 2320B-2011
ECH
1
PASI-A
SM 2540C-2011
JP1
1
PASI-A
SM 2540D-2011
MJP
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
SM 521OB-2011
JM1
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
1
PASI-A
EPA 350.1 Rev 2.0 1993
NAL
1
PASI-A
EPA 351.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
3
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
NAL
1
PASI-A
SM 5220D-2011
MDW
1
PASI-A
92436210003
POND
EPA 200.7 Rev 4.4 1994
DS
7
PASI-A
SM 2320B-2011
ECH
1
PASI-A
SM 2540C-2011
MJP
1
PASI-A
SM 2540D-2011
MJP
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
SM 521OB-2011
JM1
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 38

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SAMPLE ANALYTE COUNT
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Lab ID Sample ID Method
Analysts
Analytes
Reported
Laboratory
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
1
PASI-A
EPA 350.1 Rev 2.0 1993
NAL
1
PASI-A
EPA 351.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
3
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
NAL
1
PASI-A
SM 5220D-2011
MDW
1
PASI-A
92436210004 POND-S EPA 200.7 Rev 4.4 1994
DS
7
PASI-A
SM 2320B-2011
ECH
1
PASI-A
SM 2540C-2011
MJP
1
PASI-A
SM 2540D-2011
MJP
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
SM 521OB-2011
JM1
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
1
PASI-A
EPA 350.1 Rev 2.0 1993
NAL
1
PASI-A
EPA 351.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
3
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
NAL
1
PASI-A
SM 5220D-2011
MDW
1
PASI-A
92436210005 POND-EFF EPA 200.7 Rev 4.4 1994
DS
7
PASI-A
SM 2320B-2011
ECH
1
PASI-A
SM 2540C-2011
MJP
1
PASI-A
SM 2540D-2011
MJP
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
SM 521OB-2011
JM1
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
1
PASI-A
EPA 350.1 Rev 2.0 1993
NAL
1
PASI-A
EPA 351.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
3
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
NAL
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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SAMPLE ANALYTE COUNT
Project:
C91762-01.01 T02 All Juice
Pace Project No.:
92436210
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
SM 5220D-2011
MDW
1
PASI-A
92436210006
POND-S (FILTERED)
SM 521OB-2011
JM1
1
PASI-A
SM 5220D-2011
MDW
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: PLANT-EFF Lab ID: 92436210001 Collected: 07/10/19 09:00 Received: 07/10/19 14:20 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Boron
Calcium
Iron
Magnesium
Manganese
Potassium
Sodium
2320B Alkalinity
Alkalinity, Total as CaCO3
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
MBIO 9222D Fecal Coliform AVL
Fecal Coliforms
Total Nitrogen Calculation
Total Nitrogen
300.0 IC Anions 28 Days
Sulfate
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, NO2 plus NO3
Nitrogen, Nitrate
Nitrogen, Nitrite
Date: 07/18/2019 04:29 PM
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
8.6J ug/L 50.0
6.6
1
07/10/19 23:17
07/11/19 18:32
7440-42-8 B
2290 ug/L 100
24.2
1
07/10/19 23:17
07/11/19 18:32
7440-70-2
434 ug/L 50.0
19.5
1
07/10/19 23:17
07/11/19 18:32
7439-89-6
420 ug/L 100
17.1
1
07/10/19 23:17
07/11/19 18:32
7439-95-4
7.4 ug/L 5.0
0.90
1
07/10/19 23:17
07/11/19 18:32
7439-96-5
11700 ug/L 5000
890
1
07/10/19 23:17
07/12/19 15:17
7440-09-7
18500 ug/L 5000
174
1
07/10/19 23:17
07/13/19 14:15
7440-23-5
Analytical Method: SM 2320B-2011
21.5 mg/L 5.0
5.0
1
07/15/19 20:59
Analytical Method: SM 2540C-2011
761 mg/L 25.0
25.0
1
07/13/19 00:40
Analytical Method: SM 2540D-2011
5.6 mg/L 3.0
3.0
1
07/12/1913:19
Analytical Method: SM 4500-H+B-2011
5.1 Std. Units 1.0
0.10
1
07/14/19 15:03
H3
Analytical Method: SM 521OB-2011
74.3 mg/L 2.0
2.0
1
07/10/19 21:55
07/15/19 16:53
B1
Analytical Method: SM 9222D-2006 Preparation
Method: SM 9222D-2006
ND CFU/100 mL 1.0
1.0
1
07/10/19 16:43
07/11/19 16:02
Analytical Method: TKN+NO3+NO2 Calculation
2.4 mg/L 0.52
1
07/15/1916:10
Analytical Method: EPA 300.0 Rev 2.1 1993
3.2 mg/L 1.0
0.50
1
07/11/1918:30
14808-79-8
Analytical Method: EPA 350.1 Rev 2.0 1993
0.0901 mg/L 0.10
0.050
1
07/11/1915:06
7664-41-7
Analytical Method: EPA 351.2 Rev 2.0 1993
Preparation Method: EPA 351.2 Rev 2.0 1993
2.4 mg/L 0.50
0.25
1
07/12/19 06:25
07/13/19 07:05
7727-37-9 M1
Analytical Method: EPA 353.2 Rev 2.0 1993
0.078 mg/L 0.040
0.010
1
07/10/19 23:25
0.078 mg/L 0.040
0.010
1
07/10/19 23:25
14797-55-8
ND mg/L 0.040
0.010
1
07/10/19 23:25
14797-65-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 38

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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: PLANT-EFF
Parameters
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 07/18/2019 04:29 PM
ANALYTICAL RESULTS
Lab ID: 92436210001 Collected: 07/10/19 09:00 Received: 07/10/19 14:20 Matrix: Water
Results Units PQL MDL DF Prepared Analyzed CAS No.
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
0.62 mg/L 0.050 0.025 1 07/12/19 19:06 07/12/19 23:15 7723-14-0
Analytical Method: SM 4500-CI-E-2011
12.1 mg/L 1.0 0.50 1 07/16/1910:28 16887-00-6
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
1640 mg/L 250 125 1 07/11/19 18:44 07/11/19 23:51
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
Page 8 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
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[phone]
ANALYTICAL RESULTS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-INF Lab ID: 92436210002 Collected: 07/10/19 09:15 Received: 07/10/19 14:20 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Boron
Calcium
Iron
Magnesium
Manganese
Potassium
Sodium
2320B Alkalinity
Alkalinity, Total as CaCO3
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
MBIO 9222D Fecal Coliform AVL
Fecal Coliforms
Total Nitrogen Calculation
Total Nitrogen
300.0 IC Anions 28 Days
Sulfate
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, NO2 plus NO3
Nitrogen, Nitrate
Nitrogen, Nitrite
Date: 07/18/2019 04:29 PM
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
7.OJ ug/L 50.0
6.6
1
07/10/19 23:17
07/11/19 19:07
7440-42-8
2040 ug/L 100
24.2
1
07/10/19 23:17
07/11/19 19:07
7440-70-2
280 ug/L 50.0
19.5
1
07/10/19 23:17
07/11/19 19:07
7439-89-6
339 ug/L 100
17.1
1
07/10/19 23:17
07/11/19 19:07
7439-95-4
5.7 ug/L 5.0
0.90
1
07/10/19 23:17
07/11/19 19:07
7439-96-5
12100 ug/L 5000
890
1
07/10/19 23:17
07/11/19 19:07
7440-09-7
17100 ug/L 5000
174
1
07/10/19 23:17
07/11/19 19:07
7440-23-5
Analytical Method: SM 2320B-2011
25.4 mg/L 5.0
5.0
1
07/15/19 21:24
Analytical Method: SM 2540C-2011
492 mg/L 25.0
25.0
1
07/13/19 00:40
Analytical Method: SM 2540D-2011
5.8 mg/L 2.9
2.9
1
07/12/1913:19
Analytical Method: SM 4500-H+B-2011
6.2 Std. Units 1.0
0.10
1
07/14/19 15:09
Analytical Method: SM 521OB-2011
930 mg/L 2.0
2.0
1
07/10/19 21:55
07/15/19 16:55
Analytical Method: SM 9222D-2006 Preparation
Method: SM 9222D-2006
38.0 CFU/100 mL 1.0
1.0
1
07/10/19 16:43
07/11/19 16:02
Analytical Method: TKN+NO3+NO2 Calculation
1.8 mg/L 0.52
1
07/15/1916:10
Analytical Method: EPA 300.0 Rev 2.1 1993
2.6 mg/L 1.0
0.50
1
07/11/1918:47
14808-79-8
Analytical Method: EPA 350.1 Rev 2.0 1993
0.060J mg/L 0.10
0.050
1
07/11/1915:07
7664-41-7
Analytical Method: EPA 351.2 Rev 2.0 1993
Preparation Method: EPA 351.2 Rev 2.0 1993
1.7 mg/L 0.50
0.25
1
07/12/19 06:25
07/13/19 07:08
7727-37-9
Analytical Method: EPA 353.2 Rev 2.0 1993
0.076 mg/L 0.040
0.010
1
07/10/19 23:29
0.076 mg/L 0.040
0.010
1
07/10/19 23:29
14797-55-8
0.014J mg/L 0.040
0.010
1
07/10/19 23:29
14797-65-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
H3
Page 9 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-INF
Parameters
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 07/18/2019 04:29 PM
ANALYTICAL RESULTS
Lab ID: 92436210002 Collected: 07/10/19 09:15 Received: 07/10/19 14:20 Matrix: Water
Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
0.55 mg/L 0.050 0.025 1 07/12/19 19:06 07/12/19 23:16 7723-14-0
Analytical Method: SM 4500-CI-E-2011
10.7 mg/L 1.0 0.50 1 07/16/1910:30 16887-00-6 M1
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
968 mg/L 25.0 12.5 1 07/11/19 18:44 07/11/19 23:51
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 38

aceAnalytical
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Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND Lab ID: 92436210003 Collected: 07/10/19 10:02 Received: 07/10/19 14:20 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Boron
Calcium
Iron
Magnesium
Manganese
Potassium
Sodium
2320B Alkalinity
Alkalinity, Total as CaCO3
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
MBIO 9222D Fecal Coliform AVL
Fecal Coliforms
Total Nitrogen Calculation
Total Nitrogen
300.0 IC Anions 28 Days
Sulfate
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, NO2 plus NO3
Nitrogen, Nitrate
Nitrogen, Nitrite
Date: 07/18/2019 04:29 PM
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
43.1J ug/L 50.0
6.6
1
07/10/19 23:17
07/11/19 19:10
7440-42-8
4230 ug/L 100
24.2
1
07/10/19 23:17
07/11/19 19:10
7440-70-2
3590 ug/L 50.0
19.5
1
07/10/19 23:17
07/11/19 19:10
7439-89-6
1700 ug/L 100
17.1
1
07/10/19 23:17
07/11/19 19:10
7439-95-4
45.4 ug/L 5.0
0.90
1
07/10/19 23:17
07/11/19 19:10
7439-96-5
62700 ug/L 5000
890
1
07/10/19 23:17
07/11/19 19:10
7440-09-7
85300 ug/L 5000
174
1
07/10/19 23:17
07/11/19 19:10
7440-23-5
Analytical Method: SM 2320B-2011
158 mg/L 5.0
5.0
1
07/15/19 21:33
Analytical Method: SM 2540C-2011
384 mg/L 100
100
1
07/16/1914:15
Analytical Method: SM 2540D-2011
1110 mg/L 250
250
1
07/12/1913:19
Analytical Method: SM 4500-H+B-2011
7.0 Std. Units 1.0
0.10
1
07/14/19 15:15
Analytical Method: SM 521OB-2011
268 mg/L 2.0
2.0
1
07/10/19 21:55
07/15/19 17:03
Analytical Method: SM 9222D-2006 Preparation
Method: SM 9222D-2006
3950 CFU/100 mL 1.0
1.0
1
07/10/19 17:51
07/11/19 16:02
Analytical Method: TKN+NO3+NO2 Calculation
15.1 mg/L 0.52
1
07/15/1916:10
Analytical Method: EPA 300.0 Rev 2.1 1993
2.4 mg/L 1.0
0.50
1
07/11/1919:03
14808-79-8
Analytical Method: EPA 350.1 Rev 2.0 1993
ND mg/L 0.10
0.050
1
07/11/1915:09
7664-41-7
Analytical Method: EPA 351.2 Rev 2.0 1993
Preparation Method: EPA 351.2 Rev 2.0 1993
15.0 mg/L 0.50
0.25
1
07/12/19 06:25
07/13/19 07:09
7727-37-9
Analytical Method: EPA 353.2 Rev 2.0 1993
0.083 mg/L 0.040
0.010
1
07/10/19 23:30
ND mg/L 0.040
0.010
1
07/10/19 23:30
14797-55-8
0.26 mg/L 0.040
0.010
1
07/10/19 23:30
14797-65-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
m
H3
Page 11 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND
Parameters
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 07/18/2019 04:29 PM
ANALYTICAL RESULTS
Lab ID: 92436210003 Collected: 07/10/19 10:02 Received: 07/10/19 14:20 Matrix: Water
Results Units PQL MDL DF Prepared Analyzed CAS No.
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
2.9 mg/L 0.050 0.025 1 07/12/19 19:06 07/12/19 23:17 7723-14-0
Analytical Method: SM 4500-CI-E-2011
68.0 mg/L 5.0 2.5 5 07/16/1913:16 16887-00-6
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
1440 mg/L 125 62.5 1 07/11/19 18:44 07/11/19 23:52
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
Page 12 of 38

aceAnalytical
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2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-S Lab ID: 92436210004 Collected: 07/10/19 11:05 Received: 07/10/19 14:20 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Boron
Calcium
Iron
Magnesium
Manganese
Potassium
Sodium
2320B Alkalinity
Alkalinity, Total as CaCO3
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
MBIO 9222D Fecal Coliform AVL
Fecal Coliforms
Total Nitrogen Calculation
Total Nitrogen
300.0 IC Anions 28 Days
Sulfate
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, NO2 plus NO3
Nitrogen, Nitrate
Nitrogen, Nitrite
Date: 07/18/2019 04:29 PM
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
39.OJ ug/L 50.0
6.6
1
07/10/19 23:17
07/11/19 19:14
7440-42-8
3990 ug/L 100
24.2
1
07/10/19 23:17
07/11/19 19:14
7440-70-2
3070 ug/L 50.0
19.5
1
07/10/19 23:17
07/11/19 19:14
7439-89-6
1580 ug/L 100
17.1
1
07/10/19 23:17
07/11/19 19:14
7439-95-4
40.5 ug/L 5.0
0.90
1
07/10/19 23:17
07/11/19 19:14
7439-96-5
60400 ug/L 5000
890
1
07/10/19 23:17
07/11/19 19:14
7440-09-7
82500 ug/L 5000
174
1
07/10/19 23:17
07/11/19 19:14
7440-23-5
Analytical Method: SM 2320B-2011
156 mg/L 5.0
5.0
1
07/15/19 21:50
Analytical Method: SM 2540C-2011
560 mg/L 83.3
83.3
1
07/16/1914:15
Analytical Method: SM 2540D-2011
960 mg/L 250
250
1
07/12/1913:19
Analytical Method: SM 4500-H+B-2011
6.9 Std. Units 1.0
0.10
1
07/14/19 15:21
Analytical Method: SM 521OB-2011
204 mg/L 2.0
2.0
1
07/10/19 21:55
07/15/19 17:08
Analytical Method: SM 9222D-2006 Preparation
Method: SM 9222D-2006
4350 CFU/100 mL 1.0
1.0
1
07/10/19 17:51
07/11/19 16:02
Analytical Method: TKN+NO3+NO2 Calculation
15.9 mg/L 0.52
1
07/15/1916:10
Analytical Method: EPA 300.0 Rev 2.1 1993
2.3 mg/L 1.0
0.50
1
07/11/1919:20
14808-79-8
Analytical Method: EPA 350.1 Rev 2.0 1993
ND mg/L 0.10
0.050
1
07/11/1915:10
7664-41-7
Analytical Method: EPA 351.2 Rev 2.0 1993
Preparation Method: EPA 351.2 Rev 2.0 1993
15.8 mg/L 0.50
0.25
1
07/12/19 06:25
07/13/19 07:10
7727-37-9
Analytical Method: EPA 353.2 Rev 2.0 1993
0.11 mg/L 0.040
0.010
1
07/10/19 23:32
ND mg/L 0.040
0.010
1
07/10/19 23:32
14797-55-8
0.25 mg/L 0.040
0.010
1
07/10/19 23:32
14797-65-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
H3
Page 13 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-S
Parameters
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 07/18/2019 04:29 PM
ANALYTICAL RESULTS
Lab ID: 92436210004 Collected: 07/10/19 11:05 Received: 07/10/19 14:20 Matrix: Water
Results Units PQL MDL DF Prepared Analyzed CAS No.
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
2.7 mg/L 0.050 0.025 1 07/12/19 19:06 07/12/19 23:17 7723-14-0
Analytical Method: SM 4500-CI-E-2011
66.5 mg/L 5.0 2.5 5 07/16/1913:17 16887-00-6
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
1420 mg/L 125 62.5 1 07/11/19 18:44 07/11/19 23:52
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
Page 14 of 38

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ANALYTICAL RESULTS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-EFF Lab ID: 92436210005 Collected: 07/10/19 11:36 Received: 07/10/19 14:20 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Boron
Calcium
Iron
Magnesium
Manganese
Potassium
Sodium
2320B Alkalinity
Alkalinity, Total as CaCO3
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
MBIO 9222D Fecal Coliform AVL
Fecal Coliforms
Total Nitrogen Calculation
Total Nitrogen
300.0 IC Anions 28 Days
Sulfate
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, NO2 plus NO3
Nitrogen, Nitrate
Nitrogen, Nitrite
Date: 07/18/2019 04:29 PM
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
28.1J ug/L 50.0
6.6
1
07/10/19 23:17
07/11/19 19:17
7440-42-8
3040 ug/L 100
24.2
1
07/10/19 23:17
07/11/19 19:17
7440-70-2
12900 ug/L 50.0
19.5
1
07/10/19 23:17
07/11/19 19:17
7439-89-6
952 ug/L 100
17.1
1
07/10/19 23:17
07/11/19 19:17
7439-95-4
61.8 ug/L 5.0
0.90
1
07/10/19 23:17
07/11/19 19:17
7439-96-5
55000 ug/L 5000
890
1
07/10/19 23:17
07/11/19 19:17
7440-09-7
78000 ug/L 5000
174
1
07/10/19 23:17
07/11/19 19:17
7440-23-5
Analytical Method: SM 2320B-2011
127 mg/L 5.0
5.0
1
07/15/19 22:08
Analytical Method: SM 2540C-2011
588 mg/L 62.5
62.5
1
07/16/1914:15
Analytical Method: SM 2540D-2011
485 mg/L 192
192
1
07/12/1913:20
Analytical Method: SM 4500-H+B-2011
6.5 Std. Units 1.0
0.10
1
07/14/19 15:26
Analytical Method: SM 521OB-2011
194 mg/L 2.0
2.0
1
07/10/19 21:55
07/15/19 17:16
Analytical Method: SM 9222D-2006 Preparation
Method: SM 9222D-2006
1000 CFU/100 mL 1.0
1.0
1
07/10/19 17:51
07/11/19 16:02
Analytical Method: TKN+NO3+NO2 Calculation
9.5 mg/L 0.52
1
07/15/1916:10
Analytical Method: EPA 300.0 Rev 2.1 1993
0.67J mg/L 1.0
0.50
1
07/11/1919:36
14808-79-8
Analytical Method: EPA 350.1 Rev 2.0 1993
ND mg/L 0.10
0.050
1
07/11/1915:14
7664-41-7
Analytical Method: EPA 351.2 Rev 2.0 1993
Preparation Method: EPA 351.2 Rev 2.0 1993
9.4 mg/L 0.50
0.25
1
07/12/19 06:25
07/13/19 07:11
7727-37-9
Analytical Method: EPA 353.2 Rev 2.0 1993
0.096 mg/L 0.040
0.010
1
07/10/19 23:33
ND mg/L 0.040
0.010
1
07/10/19 23:33
14797-55-8
0.20 mg/L 0.040
0.010
1
07/10/19 23:33
14797-65-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
H3
M1
Page 15 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-EFF
Parameters
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 07/18/2019 04:29 PM
ANALYTICAL RESULTS
Lab ID: 92436210005 Collected: 07/10/19 11:36 Received: 07/10/19 14:20 Matrix: Water
Results Units PQL MDL DF Prepared Analyzed CAS No.
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
1.3 mg/L 0.050 0.025 1 07/12/19 19:06 07/12/19 23:18 7723-14-0
Analytical Method: SM 4500-CI-E-2011
64.6 mg/L 5.0 2.5 5 07/16/1913:18 16887-00-6
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
1050 mg/L 125 62.5 1 07/11/19 18:44 07/11/19 23:53
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
Qual
Page 16 of 38

aceAnalytical
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[phone]
ANALYTICAL RESULTS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Sample: POND-S (FILTERED)
Lab ID: 92436210006 Collected: 07/10/19 11:05
Received: 07/10/19 14:20 Matrix: Water
Parameters
Results Units PQL
MDL DF
Prepared Analyzed CAS No. Qual
5210B BOD, 5 day
Analytical Method: SM 521OB-2011
BOD, 5 day
18500 mg/L 2.0
2.0 1
07/10/19 21:55 07/15/19 17:11 131
5220D COD
Analytical Method: SM 5220D-2011
Preparation Method: SM 5220D-2011
Chemical Oxygen Demand
482 mg/L 125
62.5 1
07/11/19 18:44 07/11/19 23:53
REPORT OF LABORATORY ANALYSIS
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Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 38

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2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485775 Analysis Method: EPA 200.7 Rev 4.4 1994
QC Batch Method: EPA 200.7 Rev 4.4 1994 Analysis Description: 200.7 MET
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2623679
Matrix:
Water
Associated Lab Samples:
92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
Boron
ug/L
13.2J
50.0
6.6
07/12/1915:11
Calcium
ug/L
ND
100
24.2
07/11/1918:26
Iron
ug/L
ND
50.0
19.5
07/11/1918:26
Magnesium
ug/L
ND
100
17.1
07/11/1918:26
Manganese
ug/L
ND
5.0
0.90
07/11/1918:26
Potassium
ug/L
ND
5000
890
07/12/1915:11
Sodium
ug/L
ND
5000
174
07/13/1914:09
LABORATORY CONTROL SAMPLE: 2623680
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Boron
ug/L
500
514
103
85-115
Calcium
ug/L
5000
5140
103
85-115
Iron
ug/L
5000
5270
105
85-115
Magnesium
ug/L
5000
4920
98
85-115
Manganese
ug/L
500
479
96
85-115
Potassium
ug/L
5000
5360
107
85-115
Sodium
ug/L
5000
5070
101
85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623681
2623682
MS
MSD
92436210001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Boron
ug/L
8.6J
500
500
527
523
104
103
70-130
1
20
Calcium
ug/L
2290
5000
5000
7590
7300
106
100
70-130
4
20
Iron
ug/L
434
5000
5000
5740
5590
106
103
70-130
3
20
Magnesium
ug/L
420
5000
5000
5540
5340
102
98
70-130
4
20
Manganese
ug/L
7.4
500
500
521
487
103
96
70-130
7
20
Potassium
ug/L
11700
5000
5000
17500
17600
117
119
70-130
0
20
Sodium
ug/L
18500
5000
5000
24600
23700
123
104
70-130
4
20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485876
Analysis Method: SM 2320B-2011
QC Batch Method: SM 2320B-2011
Analysis Description: 2320E Alkalinity
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004, 92436210005
METHOD BLANK: 2623945
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004, 92436210005
Blank Reporting
Parameter Units
Result Limit MDL Analyzed Qualifiers
Alkalinity, Total as CaCO3 mg/L
ND 5.0 5.0 07/11/19 20:03
LABORATORY CONTROL SAMPLE: 2623946
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Alkalinity, Total as CaCO3 mg/L
50 50.7 101 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623947 2623948
MS MSD
92435891050
Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Alkalinity, Total as CaCO3 mg/L 58.8
50 50 110 109 102 100 80-120 1 25
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623949 2623950
MS MSD
92436210001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Alkalinity, Total as CaCO3 mg/L 21.5 50 50 71.5 70.9 100 99 80-120 1 25
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC.
Page 19 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486231
Analysis Method: SM 2540C-2011
QC Batch Method: SM 2540C-2011
Analysis Description:
2540C Total Dissolved Solids
Associated Lab Samples: 92436210001, 92436210002
METHOD BLANK: 2626107
Matrix:
Water
Associated Lab Samples: 92436210001, 92436210002
Blank
Reporting
Parameter
Units
Result
Limit MDL
Analyzed Qualifiers
Total Dissolved Solids
mg/L
ND
25.0 25.0
07/13/19 00:38
LABORATORY CONTROL SAMPLE:
2626108
Spike
LCS LCS
% Rec
Parameter
Units
Conc.
Result % Rec
Limits Qualifiers
Total Dissolved Solids
mg/L
251
234 93
90-110
SAMPLE DUPLICATE: 2626109
92436599010
Dup
Max
Parameter
Units
Result
Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
1490
1640 10
5 D6
SAMPLE DUPLICATE: 2626110
92436210001
Dup
Max
Parameter
Units
Result
Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
761
762 0
5
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486653
Analysis Method: SM 2540C-2011
QC Batch Method: SM 2540C-2011
Analysis Description:
2540C Total Dissolved Solids
Associated Lab Samples: 92436210003, 92436210004, 92436210005
METHOD BLANK: 2627907
Matrix:
Water
Associated Lab Samples: 92436210003, 92436210004, 92436210005
Blank
Reporting
Parameter
Units
Result
Limit MDL
Analyzed Qualifiers
Total Dissolved Solids
mg/L
ND
25.0 25.0
07/16/19 14:15
LABORATORY CONTROL SAMPLE:
2627908
Spike
LCS LCS
% Rec
Parameter
Units
Conc.
Result % Rec
Limits Qualifiers
Total Dissolved Solids
mg/L
251
240 96
90-110
SAMPLE DUPLICATE: 2627909
92436210003
Dup
Max
Parameter
Units
Result
Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
384
444 14
5 D6
SAMPLE DUPLICATE: 2627910
92436451001
Dup
Max
Parameter
Units
Result
Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
704
768 9
5 D6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486132
Analysis Method: SM 2540D-2011
QC Batch Method: SM 2540D-2011
Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2625574
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank Reporting
Parameter
Units
Result Limit MDL
Analyzed Qualifiers
Total Suspended Solids
mg/L
ND 2.5 2.5
07/12/19 13:18
LABORATORY CONTROL SAMPLE:
2625575
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Total Suspended Solids
mg/L
250 262 105
90-110
SAMPLE DUPLICATE: 2625576
92436210003 Dup
Max
Parameter
Units
Result Result RPD
RPD Qualifiers
Total Suspended Solids
mg/L
1110 1130 2
5
SAMPLE DUPLICATE: 2625577
92436214001 Dup
Max
Parameter
Units
Result Result RPD
RPD Qualifiers
Total Suspended Solids
mg/L
4300 4030 6
5 D6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486307 Analysis Method: SM 4500-H+B-2011
QC Batch Method: SM 4500-H+B-2011 Analysis Description: 4500H+B pH
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
SAMPLE DUPLICATE: 2626382
92435907001 Dup Max
Parameter Units Result Result RPD RPD Qualifiers
pH at 25 Degrees C Std. Units 7.4 7.1 3 10 D6,H3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC.
Page 23 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485768
Analysis Method: SM 521 OB-2011
QC Batch Method: SM 521OB-2011
Analysis Description: 5210E BOD, 5 day
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005, 92436210006
METHOD BLANK: 2623661
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005, 92436210006
Blank Reporting
Parameter
Units
Result Limit MDL Analyzed Qualifiers
BOD, 5 day
mg/L
ND 2.0 2.0 07/15/19 16:25
LABORATORY CONTROL SAMPLE:
2623662
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
BOD, 5 day
mg/L
198 185 94 84.6-115
SAMPLE DUPLICATE: 2623664
92436233001 Dup Max
Parameter
Units
Result Result RPD RPD Qualifiers
BOD, 5 day
mg/L
109 104 4 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485756 Analysis Method: SM 9222D-2006
QC Batch Method: SM 9222D-2006 Analysis Description: 9222D Fecal Coliform(MF) -AVL
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2623604 Matrix: Water
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 1.0 07/11/19 16:02
SAMPLE DUPLICATE: 2623605
92436210002 Dup Max
Parameter Units Result Result RPD RPD Qualifiers
Fecal Coliforms CFU/100 mL 38.0 40.0 5 25
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/18/2019 04:29 PM without the written consent of Pace Analytical Services, LLC.
Page 25 of 38

aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485784
Analysis Method: EPA 300.0 Rev 2.1 1993
QC Batch Method: EPA 300.0 Rev 2.1 1993
Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004, 92436210005
METHOD BLANK: 2623717
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004, 92436210005
Blank Reporting
Parameter Units
Result Limit MDL Analyzed Qualifiers
Sulfate mg/L
ND 1.0 0.50 07/11/1916:02
LABORATORY CONTROL SAMPLE: 2623718
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Sulfate mg/L
50 50.6 101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623719 2623720
MS MSD
92436042001
Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Sulfate mg/L 32.6
50 50 81.6 81.5 98 98 90-110 0 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623721 2623722
MS MSD
92435984001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Sulfate mg/L 30.3 50 50 79.9 80.5 99 100 90-110 1 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485850
Analysis Method: EPA 350.1 Rev 2.0 1993
QC Batch Method: EPA 350.1 Rev 2.0 1993
Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004
METHOD BLANK: 2623867
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004
Blank Reporting
Parameter Units
Result Limit MDL Analyzed Qualifiers
Nitrogen, Ammonia mg/L
ND 0.10 0.050 07/11/19 14:29
LABORATORY CONTROL SAMPLE: 2623868
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L
5 4.9 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623869 2623870
MS MSD
92435636001
Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L ND
5 5 5.0 5.0 99 99 90-110 0 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623871 2623872
MS MSD
92435636003 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L 0.38 5 5 5.2 5.2 97 97 90-110 0 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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Pace Analytical Services, LLC
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[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485853 Analysis Method: EPA 350.1 Rev 2.0 1993
QC Batch Method: EPA 350.1 Rev 2.0 1993 Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92436210005
METHOD BLANK: 2623881 Matrix: Water
Associated Lab Samples: 92436210005
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrogen, Ammonia mg/L ND 0.10 0.050 07/11/19 15:12
LABORATORY CONTROL SAMPLE: 2623882
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 4.9 97 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623883 2623884
MS MSD
92436210005 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 4.3 4.3 86 87 90-110 0 10 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623885 2623886
MS MSD
92436057002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L 4.9 4.9 0 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486039 Analysis Method: EPA 351.2 Rev 2.0 1993
QC Batch Method: EPA 351.2 Rev 2.0 1993 Analysis Description: 351.2 TKN
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2624871 Matrix: Water
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrogen, Kjeldahl, Total mg/L ND 0.50 0.25 07/13/19 07:02
LABORATORY CONTROL SAMPLE: 2624872
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Kjeldahl, Total mg/L 10 9.7 97 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2624873 2624874
MS MSD
92436210001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Kjeldahl, Total mg/L 2.4 10 10 12.2 11.1 98 87 90-110 9 10 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485785 Analysis Method: EPA 353.2 Rev 2.0 1993
QC Batch Method: EPA 353.2 Rev 2.0 1993 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2623723
Matrix:
Water
Associated Lab Samples:
92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
Nitrogen, Nitrate
mg/L
ND
0.040
0.010
07/10/19 23:15
Nitrogen, Nitrite
mg/L
ND
0.040
0.010
07/10/19 23:15
Nitrogen, NO2 plus NO3
mg/L
ND
0.040
0.010
07/10/19 23:15
LABORATORY CONTROL SAMPLE: 2623724
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 1.5 1.6 104 90-110
Nitrogen, Nitrite mg/L 1 1.0 103 90-110
Nitrogen, NO2 plus NO3 mg/L 2.5 2.6 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2623725
2623726
MS
MSD
92436130001 Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD RPD Qual
Nitrogen, Nitrate
mg/L
0.050 1.5
1.5
1.6
1.6
101
100
90-110
1 10
Nitrogen, Nitrite
mg/L
ND 1
1
1.0
1.0
104
103
90-110
0 10
Nitrogen, NO2 plus NO3
mg/L
0.050 2.5
2.5
2.6
2.6
102
102
90-110
0 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
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[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486183 Analysis Method: EPA 365.1 Rev 2.0 1993
QC Batch Method: EPA 365.1 Rev 2.0 1993 Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2625825 Matrix: Water
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Phosphorus mg/L ND 0.050 0.025 07/12/19 22:19
LABORATORY CONTROL SAMPLE: 2625826
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.5 101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2625827 2625828
MS MSD
92435947001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Phosphorus mg/L ND 2.5 2.5 2.6 2.6 102 102 90-110 0 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2625829 2625830
MS MSD
92435996001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Phosphorus mg/L 1.4 2.5 2.5 3.9 3.8 98 98 90-110 0 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
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[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 486362
Analysis Method: SM 4500-CI-E-2011
QC Batch Method: SM 4500-CI-E-2011
Analysis Description: 4500 Chloride
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
METHOD BLANK: 2626520
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002, 92436210003, 92436210004, 92436210005
Blank Reporting
Parameter Units
Result Limit MDL Analyzed Qualifiers
Chloride mg/L
ND 1.0 0.50 07/16/1910:26
LABORATORY CONTROL SAMPLE: 2626521
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Chloride mg/L
20 20.1 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2626522
2626523
MS MSD
92436210001
Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chloride mg/L 12.1
10 10 22.8 23.0 107 109 90-110 1 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2626524 2626525
MS MSD
92436210002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chloride mg/L 10.7 10 10 21.9 21.7 112 110 90-110 1 10 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
QC Batch: 485965
Analysis Method: SM 5220D-2011
QC Batch Method: SM 5220D-2011
Analysis Description: 5220D COD
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004, 92436210005, 92436210006
METHOD BLANK: 2624473
Matrix: Water
Associated Lab Samples: 92436210001, 92436210002,
92436210003, 92436210004, 92436210005, 92436210006
Blank Reporting
Parameter Units
Result Limit MDL Analyzed Qualifiers
Chemical Oxygen Demand mg/L
ND 25.0 12.5 07/11/19 23:49
LABORATORY CONTROL SAMPLE: 2624474
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Chemical Oxygen Demand mg/L
750 755 101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2624475 2624476
MS MSD
92435975001
Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 3000
100 100 3070 3120 72 118 90-110 1 3 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2624477 2624478
MS MSD
92436248001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 10800 1000 1000 10800 10800 -2 0 90-110 0 3 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Page 33 of 38

Pace Analytical Services, LLC
ceAnalX cal ® hevi Riverside 04
Asheville, NC 28804
www.pacelabs.com [phone]
QUALIFIERS
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
ANALYTE QUALIFIERS
B Analyte was detected in the associated method blank.
B1 Less than 1.0 mg/L DO remained for all dilutions set. The reported value is an estimated greater than value and is
calculated for the dilution using the least amount of sample.
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
H3 Sample was received or analysis requested beyond the recognized method holding time.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
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[phone]
METHOD CROSS REFERENCE TABLE
Project: C91762-01.01 T02 All Juice
Pace Project No.: 92436210
Parameter
Matrix
Analytical Method
Preparation Method
200.7 MET ICP
Water
EPA 200.7, Rev. 4.4 (1994)
EPA 200.7, Rev. 4.4 (1994)
2320B Alkalinity
Water
SM 2320B-1997. Rev.2011
N/A
2540C Total Dissolved Solids
Water
SM 2540 C-1997, Rev.2011
N/A
2540D Total Suspended Solids
Water
SM 2540 D-1997, Rev.2011
N/A
300.0 IC Anions 28 Days
Water
EPA 300.0, Rev. 2.1 (1993)
N/A
350.1 Ammonia
Water
EPA 350.1, Rev. 2.0 (1993)
N/A
353.2 Nitrogen, NO2/NO3 unpres
Water
EPA 353.2, Rev. 2.0 (1993)
N/A
4500 Chloride
Water
SM 4500 Cl E-1997. Rev.2011
N/A
4500H+ pH, Electrometric
Water
SM 4500 H+B-2000, Rev. 2011
N/A
5210B BOD, 5 day
Water
SM 5210 B-2001. Rev. 2011
SM 5210 B-2001. Rev. 2011
REPORT OF LABORATORY ANALYSIS
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aceAnalytical
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2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
C91762-01.01 T02 All Juice
92436210
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92436210001
PLANT-EFF
EPA 200.7 Rev 4.4 1994
485775
EPA 200.7 Rev 4.4 1994
485801
92436210002
POND-INF
EPA 200.7 Rev 4.4 1994
485775
EPA 200.7 Rev 4.4 1994
485801
92436210003
POND
EPA 200.7 Rev 4.4 1994
485775
EPA 200.7 Rev 4.4 1994
485801
92436210004
POND-S
EPA 200.7 Rev 4.4 1994
485775
EPA 200.7 Rev 4.4 1994
485801
92436210005
POND-EFF
EPA 200.7 Rev 4.4 1994
485775
EPA 200.7 Rev 4.4 1994
485801
92436210001
PLANT-EFF
SM 2320B-2011
485876
92436210002
POND-INF
SM 2320B-2011
485876
92436210003
POND
SM 2320B-2011
485876
92436210004
POND-S
SM 2320E-2011
485876
92436210005
POND-EFF
SM 2320B-2011
485876
92436210001
PLANT-EFF
SM 2540C-2011
486231
92436210002
POND-INF
SM 2540C-2011
486231
92436210003
POND
SM 2540C-2011
486653
92436210004
POND-S
SM 2540C-2011
486653
92436210005
POND-EFF
SM 2540C-2011
486653
92436210001
PLANT-EFF
SM 2540D-2011
486132
92436210002
POND-INF
SM 2540D-2011
486132
92436210003
POND
SM 2540D-2011
486132
92436210004
POND-S
SM 2540D-2011
486132
92436210005
POND-EFF
SM 2540D-2011
486132
92436210001
PLANT-EFF
SM 4500-H+B-2011
486307
92436210002
POND-INF
SM 4500-H+B-2011
486307
92436210003
POND
SM 4500-H+B-2011
486307
92436210004
POND-S
SM 4500-H+B-2011
486307
92436210005
POND-EFF
SM 4500-H+B-2011
486307
92436210001
PLANT-EFF
SM 521OB-2011
485768
SM 521OB-2011
485782
92436210002
POND-INF
SM 521OB-2011
485768
SM 521OB-2011
485782
92436210003
POND
SM 521OB-2011
485768
SM 521OB-2011
485782
92436210004
POND-S
SM 5210E-2011
485768
SM 521OB-2011
485782
92436210005
POND-EFF
SM 521OB-2011
485768
SM 521OB-2011
485782
92436210006
POND-S (FILTERED)
SM 521OB-2011
485768
SM 521OB-2011
485782
92436210001
PLANT-EFF
SM 9222D-2006
485756
SM 9222D-2006
485758
92436210002
POND-INF
SM 9222D-2006
485756
SM 9222D-2006
485758
92436210003
POND
SM 9222D-2006
485756
SM 9222D-2006
485758
92436210004
POND-S
SM 9222D-2006
485756
SM 9222D-2006
485758
92436210005
POND-EFF
SM 9222D-2006
485756
SM 9222D-2006
485758
92436210001
PLANT-EFF
TKN+NO3+NO2
486452
Calculation
92436210002
POND-INF
TKN+NO3+NO2
486452
Calculation
92436210003
POND
TKN+NO3+NO2
486452
Calculation
92436210004
POND-S
TKN+NO3+NO2
486452
Calculation
92436210005
POND-EFF
TKN+NO3+NO2
486452
Calculation
REPORT OF LABORATORY ANALYSIS
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2225 Riverside Dr.
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[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
C91762-01.01 T02 All Juice
92436210
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92436210001
PLANT-EFF
EPA 300.0 Rev 2.1 1993
485784
92436210002
POND-INF
EPA 300.0 Rev 2.1 1993
485784
92436210003
POND
EPA 300.0 Rev 2.1 1993
485784
92436210004
POND-S
EPA 300.0 Rev 2.1 1993
485784
92436210005
POND-EFF
EPA 300.0 Rev 2.1 1993
485784
92436210001
PLANT-EFF
EPA 350.1 Rev 2.0 1993
485850
92436210002
POND-INF
EPA 350.1 Rev 2.0 1993
485850
92436210003
POND
EPA 350.1 Rev 2.0 1993
485850
92436210004
POND-S
EPA 350.1 Rev 2.0 1993
485850
92436210005
POND-EFF
EPA 350.1 Rev 2.0 1993
485853
92436210001
PLANT-EFF
EPA 351.2 Rev 2.0 1993
486039
EPA 351.2 Rev 2.0 1993
486256
92436210002
POND-INF
EPA 351.2 Rev 2.0 1993
486039
EPA 351.2 Rev 2.0 1993
486256
92436210003
POND
EPA 351.2 Rev 2.0 1993
486039
EPA 351.2 Rev 2.0 1993
486256
92436210004
POND-S
EPA 351.2 Rev 2.0 1993
486039
EPA 351.2 Rev 2.0 1993
486256
92436210005
POND-EFF
EPA 351.2 Rev 2.0 1993
486039
EPA 351.2 Rev 2.0 1993
486256
92436210001
PLANT-EFF
EPA 353.2 Rev 2.0 1993
485785
92436210002
POND-INF
EPA 353.2 Rev 2.0 1993
485785
92436210003
POND
EPA 353.2 Rev 2.0 1993
485785
92436210004
POND-S
EPA 353.2 Rev 2.0 1993
485785
92436210005
POND-EFF
EPA 353.2 Rev 2.0 1993
485785
92436210001
PLANT-EFF
EPA 365.1 Rev 2.0 1993
486183
EPA 365.1 Rev 2.0 1993
486220
92436210002
POND-INF
EPA 365.1 Rev 2.0 1993
486183
EPA 365.1 Rev 2.0 1993
486220
92436210003
POND
EPA 365.1 Rev 2.0 1993
486183
EPA 365.1 Rev 2.0 1993
486220
92436210004
POND-S
EPA 365.1 Rev 2.0 1993
486183
EPA 365.1 Rev 2.0 1993
486220
92436210005
POND-EFF
EPA 365.1 Rev 2.0 1993
486183
EPA 365.1 Rev 2.0 1993
486220
92436210001
PLANT-EFF
SM 4500-CI-E-2011
486362
92436210002
POND-INF
SM 4500-CI-E-2011
486362
92436210003
POND
SM 4500-CI-E-2011
486362
92436210004
POND-S
SM 4500-CI-E-2011
486362
92436210005
POND-EFF
SM 4500-CI-E-2011
486362
92436210001
PLANT-EFF
SM 5220D-2011
485965
SM 5220D-2011
486034
92436210002
POND-INF
SM 5220D-2011
485965
SM 5220D-2011
486034
92436210003
POND
SM 5220D-2011
485965
SM 5220D-2011
486034
92436210004
POND-S
SM 5220D-2011
485965
SM 5220D-2011
486034
92436210005
POND-EFF
SM 5220D-2011
485965
SM 5220D-2011
486034
92436210006
POND-S (FILTERED)
SM 5220D-2011
485965
SM 5220D-2011
486034
Date: 07/18/2019 04:29 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 37 of 38

CHAIN -OF -CUSTODY Analytical Request Document LAB USEONLY- AffixWorkordN WO# 92436L14
_., aCeAnalytical
Chain -of -Custody is a LEGAL DOCUMENT- Complete all refevent fields
Company: Billing Information: 4 I`
ALL SHADED )
Address: .7 S t,{����� container preservative i e ** 243%210
Report To: Email To: (� �� •• preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
c ♦rty G ) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
Copy To: M Site Collection Info Addr s: (C) ammonium hydroxide, (DI TSP, (U) Unpreserved, (0) other
i 'tx Z t( TLA i(Q- AnnlvcPc ILab Profile/Line:
Customer Project NI
State: County/City: Time Zone Collected:
,me/Number:
ITVI?-0 ,0 T O;L-
NCfI ly✓'c ?5L}fit [ )PT[ ]MT[ ICT (vltT
Phone: 8 7 5 C5-7;�7G O
Site/Facility ID #:
Compliance Monitoring?
Email: ? t1i1 DiGUcl/
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Collette B ( rint): L°'
Purchase Order #:
DW PWS ID #:
Quote H:
DW Location Code:
Collected By (signat re):
Turnaround Date Re uire�d,:.
Imme late y Packed on Ice:
1-7
S I G1 tG'vcL
[\Xes ( )No
Sa a Disposal:
flush:.
Field Filtered (if applicable):
[ Dispose as appropriate [ ] Return
I ) Same Day ( ] Next Day
[J,)(es ( ] No
( ) Archive:
[ [ 2 Day [ ] 3 Day [ ] 4 Day [ ] 5 Day
S
Analysis: t�C1 i7 CC 0 Ati
( ) Hold:
(Expedite Charges Apply)
* Matrix Codes (Insert in Matrix box below): Drinking Water (DWI, Ground Water{GW), Wastewater (WW),
Product (P), Soil/Seiid (SL), Oil (OL), Wipe (WP), Air (AR), Tissue {T5), Bioassay (B), Vapor IV), Other (OT)
Comp /
Collected (or
Composite End
Res
# of
Customer Sample ID
Matrix *
Grab
Composite Start)
CI
Ctns
Date
I Time
Date I
Time
C7
C 0 1
Customer Remarks/Special Conditions/ Possible Hazards: Type of Ice Used: Wet Blue Dry None
Reli
Relinquished by/Company: (Signature)
inquished by/Company: (Signature)
Packing Material Used:
W:�J
Radchem sample(s) screened (<500 cpm): Y N Ala
Date/Time: 1 r Jv Received by/Company:(Signature)
Date/Time: IReceived by/Company: (Signature)
Lao Sampic ----;
Custody Seals Present/Intact Y NA
Custody Signatures Present Y NA
Collector Signature Present N NA
Battles Intact N NA
Correct Bottles N NA
Sufficient Volume N NA
Samples Received on Ice N NA
VOA - Headspace Acceptable Y N tall.
usDA Regulated Soils Y N �A
-
l�
}
L—
Samples in Holding Time Jl N NA
Residual Chlorine���s�,nt Y N NA
Cl strips:
Sample pH Acce'otable)�%�/ X N NA
pH Strips: -) 3i /i7 LY
sulfide Present Y NA
Lead Acetate Strips:
lr
14
LAB USE ONLY:
T
(rP
Lab sample If / Comments:
�`aL)
SHORT HOLDS PRESENT (<12 hours): ' N N/A
Lab Tracking #:
ples received via:
FEDEX UPS Cie L Courier Pace Courier
Date/Time:
MTJL LAB USE ONLY
Table 4.
Acctnum:
Template:
!'7
Date/Time:
Prelogin:
PM:
Date/Time:
P B:
Lab Sample Temperature Info: f
Temp Blank Receive
d• Y N' NA
Therm ID#: � -
Cooler 1 Temp Upon Receipt:dC
Cooler 1 Therm Corr. Factor: � oC
Cooler 1 Corrected Temp: ��C
Comments:
Trip Blank Received: Y X NA
HCL McOH TSP Other
Non Conformance(s): Page:
YES / N6 1 of:
Page 38 of 38

O .r
VW
A�•
Aft�
• - 7
i
June 2018
AIIJuice — 352 Jet Street, Hendersonville, North Carolina
ANCHOR
UFA
Notice of Violation and Notice of Intent to
Enforce Response
Permit Number WQ0004967
Prepared for AIIJuice

June 2018
AIIJuice — 352 Jet Street, Hendersonville, North Carolina
Notice of Violation and Notice of Intent to
Enforce Response
Permit Number WQ0004967
Prepared for
AIIJuice Realty, LLC
2001 Butterfield Road, Suite 600
Downers Grove, Illinois 60515
Prepared by
Anchor QEA of North Carolina, P14
231 Haywood Street S�e(�
Asheville, North Carolina 28801•?/
Project Number. C71567-01.01
A;\Projects\AIIJuice\Reports\To NCDEQ\180531_Draft_NOV-NIE Report-2018 May-scm_cp.docx
SEAL
158 Y>

TABLE OF CONTENTS
1 Introduction................................................................................................................................1
1.1 Background............................................................................................................................................................1
1.1.1 Permit Modification Letter...............................................................................................................1
1.1.2 Notice of Violation and Notice of Intent to Enforce..............................................................1
1.1.3 Response Actions................................................................................................................................2
1.2 Report Purpose....................................................................................................................................................3
2 Site Investigation.......................................................................................................................4
2.1
Monitoring Well Installation and Well Development............................................................................4
2.2
Groundwater Sample Collection...................................................................................................................5
2.3
Treatment Pond Sampling...............................................................................................................................6
2.4
Ditch Water Sampling.......................................................................................................................................7
2.5
Influent and Effluent Sampling......................................................................................................................8
2.6
Limited Site Receptor Survey..........................................................................................................................8
2.7
Sampling Results.................................................................................................................................................8
2.7.1 Field Parameter Data..........................................................................................................................8
2.7.2 Groundwater Sample Results..........................................................................................................9
2.7.3 Treatment Pond, Influent and Effluent, and Ditch Sample Results..................................9
2.8
Comparison of Results...................................................................................................................................10
3 Receptor Survey Results.........................................................................................................12
4 Hydrogeologic Setting...........................................................................................................13
5 Discussion..................................................................................................................................14
6 Conclusions and Recommendations...................................................................................18
6.1 Cause.....................................................................................................................................................................18
6.2 Significance and Extent.................................................................................................................................. 18
6.3 Corrective Action.............................................................................................................................................. 18
7 References
20
Notice of Violation and
Notice of Intent to Enforce Response i June 2018

FIGURES
Figure 1
Site Location Map
Figure 2
Site Features Map
Figure 3
Sample Location Map
Figure 4
Estimated Groundwater Elevation Map with Estimated Groundwater Flow
Velocity
Figure 5
Location of Water Supply Wells Within 1,500 feet of the Site
Figure 6
Sample Results from December 2017
Figure 7
Sample Results from April 2018
Figure 8
pH Trends for MW-1, MW-2, and MW-3
Figure 9
Summary of Wastewater Interaction with Groundwater
Figure 10
Annual Average Effluent Concentration for Ammonia
TABLES
Table 1
Well Construction
Table 2
Field Parameter Measurement Prior to Sample Collection
Table 3
List of Analytical Methods
Table 4
Groundwater Elevation
Table 5
Groundwater Analytical Results Summary
Table 6
Treatment Pond, Effluent, Influent and Ditch Water Analytical Results Summary
APPENDICES
Appendix A DEQ Correspondences
Appendix B James & James Environmental Pond Investigation
Appendix C Boring Logs and Well Construction Records
Appendix D Well Development Records
Appendix E Field Sampling Forms
Appendix F Analytical Results
Notice of Violation and
Notice of Intent to Enforce Response ii June 2018

11 ell
?
1;
-N,
i
f of 1 �••i
w
Ilk,
V
AI
LEGEND: SOURCES:
1. Basemap: US Geological Survey Topographic Maps,
Site Boundary Hendersonville Quadrangle, 1997.
2. Site Boundary: Henderson County GIS, 2016 0 4,000
Feet
Publish Date: 2018/05/29, 4:49 PM I User: cpippin
Filepath: A:\GIS_Projects\AllJuice\MXD\ReportFigures\AQFig01_AllJuice_SiteLocation Map.mxd
'*ZANCHOR Figure 1
(SEA Site Location Map
Notice of Violation and Notice of Intent to Enforce Response
AllJuice Realty, LLC, Hendersonville, North Carolina

Z160
a�A
MW-1 (Former Background)
S�
Pump House for Treatment Pond
Cro 0- Effluent Transfer to Spray Field
e�
NE Trlb
volfpen .,tary of
ti Ditch Embankment
Breach
D-1 `
Plant Wastewater Discharge
D-4 Sump with Screen
B • MW-6 in
�Influent (INF)
1 A, B • In{juenttoTreatmentPond AlUuice
LI D-2 1 Facility
Ground Storage
�'Above
nk with Containing Wall
Former Well Hou
S{
D-3
;�;
LEGEND:
®
Monitoring Well Location
® Aerated Lagoon
•
Ditch Sample Location
0 Former Well House
•
Lagoon Sample Location
® Septic System and Drain Field
❑
Effluent (EFF)
(] Site Building
❑
Influent (INF)
0 Spray Field Application Area
E3 Site Boundary
Stream
Drainage Ditch
Topographic Contours (2-Foot Interval)
Publish Date: 2018/06/01, 10:53 AM I User: cpippin
Filepath: A:\GIS_Projects\AllJuice\MXD\ReportFigures\AQFig03_AIIJuice_SampleLocationMap.mxd
-3
-
�1.
- K000*
�� ► -
i
SOURCES:
1. Aerial Imagery: NC OneMap, 2015
2. Topographic Contours: NCDOT Lidar, 2007
0
0 300
Feet
ANCHOR Figure 3
0 E A Sample Location Map
Notice of Violation and Notice of Intent to Enforce Response
AllJuice Realty, LLC, Hendersonville, North Carolina

MW-1
12/13/2017
pH: 4.81
DO: 6.96 mg/L
Iron: 126 µg/L
Manganese: 14.5 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 2,300 µg/L
Chloride:5,800 µg/L
Sodium: 4,960 J µg/L
Phosporus: < 25 µg/L
D-1 (North Ditch)
12/21/2017
pH: 5.58
DO; 3.14 mg/L
Iron: 21,800 µg/L
Manganese: 337 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 34,700 µg/L
Chloride: 26,500 µg/L
Sodium: 30,000 µg/L
Phosporus:4,600 µg/L
MW-2
12/14/2017
pH: 6.61
DO: 1.19 mg/L
Iron: 6,570 µg/L
Manganese: 8,090 µg/L
Ammonia: 30,700 µg/L
Total Nitrogen: 34,223 µg/L
Chloride:25,100 µg/L
Sodium: 72,000 µg/L
Phosporus:31J µg/L
D-2 (South Ditch)
12/21/2017
pH: 6.55
DO: 4.01 mg/L
Iron: 8,820 µg/L
Manganese: 165 µg/L
Ammonia:4,100 µg/L
Total Nitrogen: 6,200 µg/L
Chloride: 31,300 µg/L
Sodium: 28,200 µg/L
Phosporus: 5,60 µg/L
Publish Date: 2018/06/01, 11:25 AM I User: cpippin
Filepath: A:\GIS_Projects\AllJuice\MXD\ReportFigures\AQFig06_AllJuice_ResultsSummary_December2017.mxd
EFF
12/21/2017 MW-5
pH: 3.95 12/13/2017
DO:9.91 mg/L pH: 5.23
Iron: 6,690 µg/L DO: 9.6 mg/L
Manganese: 89.4 µg/L Iron: 129 µg/L
Ammonia: < 50 µg/L Manganese: 22.7 µg/L
Total Nitrogen:41,400 µg/L Ammonia: < 50 µg/L
Chloride: 61,400 µg/L Total Nitrogen: 84 µg/L
Sodium: 77,100 µg/L ri . k..- Chloride:4,800 µg/L
Phosporus:4,400 µg/L �� Sodium: 2,740J µg/L
` \ Phosporus: 25J µg/L
22 ` \ ` `
` +
MW-5 (background)
I +
\ `\ Eff\uent (EFF)' + I I ++
zzap
MW-3
\1v1W 1 (former,
+ background) + \ +
i
i 3 2A, Bz
INF
12/21/2017
pH: 6.53
DO: 5.05 mg/L
Iron: 496 µg/L
Manganese: 7.9 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 1,300 µg/L
Chloride:9,500 µg/L
Sodium:16,100 µg/L
Phosporus:450 µg/L
Influent (INF) `
i
�h
;sue
Lagoon 3-A
12/21/2017
pH: 3.87
DO: 6.79 mg/L
Iron: 3,770 µg/L
Manganese: 60.5 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 30,600 µg/L
Chloride: 60,600 µg/L
Sodium: 77,900 µg/L
Phosporus: 3,600 µg/L
MW-3
12/13/2017
pH: 5.04
DO:5.85 mg/L
Iron: 65.6 µg/L
Manganese: 24.9 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 5,200 µg/L
Chloride: 10,000 µg/L
Sodium: 11,600 µg/L
Phosporus: 32 J µg/L
Lagoon 3-B
12/21/2017
pH: 3.85
DO:5.95 mg/L
Iron:4,640 µg/L
Manganese: 62.2 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 30,800 µg/L
Chloride: 61,100 µg/L
Sodium: 75,900 µg/L
Phosporus: 3,600 µg/L
Lagoon 2-A
Lagoon 2-B
12/21/2017
12/21/2017
pH: 3.88
pH: 3.86
DO: 7.61 mg/L
DO: 6.3 mg/L
Iron:4,250 µg/L
Iron:4,060 µg/L
Manganese: 60.2 µg/L
Manganese: 58.7 µg/L
Ammonia: < 50 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 28,800 µg/L
Total Nitrogen: 36,000 µg/L
Chloride: 58,800 µg/L
Chloride: 60,600 µg/L
Sodium: 76,800 µg/L
Sodium: 72,200 µg/L
Phosporus: 3,900 µg/L I I Phosporus: 3,900 µg/L
Lagoon 1-A
12/21/2017
pH: 3.94
DO: 6.2 mg/L
Iron:4,240 µg/L
Manganese: 59.4 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 32,600 µg/L
Chloride: 60,600 µg/L
Sodium: 73,900 µg/L
Phosporus: 3,900 µg/L
Lagoon 1-B
12/21/2017
pH: 3.91
DO: 6.35 mg/L
Iron:4,860 µg/L
Manganese: 64.3 µg/L
Ammonia: < 50 µg/L
Total Nitrogen: 30,900 µg/L
Chloride: 62,100 µg/L
Sodium: 78,300 µg/L
Phosporus: 3,600 µg/L
LEGEND:
Monitoring Well Location
;. • Lagoon Sample Location
• Ditch Sample Location
❑ Effluent (EFF)
4 ❑ Influent (INF)
---0- Generalized Groundwater Flow Path
- - - GroundwaterContours
Hydrology
Drainage
Topographic Contours (2 foot Interval)
Spray Field Application Area
® Aerated Lagoon
0 Former Well House
® Septic System and Drainfield
E3 Site Boundary
NOTES:
1. Refer to Tables 3, 4, and 5 for the full list of
--
analytes. Shown are key constituents that
differentiate the potential source areas.
2. DO: dissolved oxygen
3. pg/L: micrograms per liter
4. 12/21/2017 indicates the date that the sample
was collected.
5. NE: not established
2L Groundwater Standards
pH=6.5-8.5SU
Iron = 300 pg/L
Manganese = 50 pg/L
Ammonia = 1,500 pg/L
Total Nitrogen = NE
Chloride = 250,000 pg/L
Sodium = NE
Phosphorus = NE
SOURCES:
Aerial Imagery: NC OneMap 2015
Topographic Contours: NCDOT Lidar 2007
Parcel: Henderson County GIS, 2016
0
0 500
Feet
11ZANCHOR Figure 6
OF Sample Results from December 2017
Notice of Violation and Notice of Intent to Enforce Response
AllJuice Realty, LLC, Hendersonville, North Carolina

Table 6
Treatment Pond, Effluent, Influent, and Ditch Water Analytical Results
Summary
Constituents
Sample ID
Pond-FC
Lagoon 1-A
Lagoon 1-B
Lagoon 2-A
I Lagoon 2-B
Lagoon 3-A
Lagoon 3-B
Pond-1
INF
EFF
D-1
D-1.2
D-2
D-2.2
D-3
D-4
Sample Location
Pond
Pond
Influent
Pond
Effluent
North Ditch
South Ditch
Boundary
Ditch
Embankment
Breach
Sample Date
12/14/2017
12/21/2017
12/21/2017
12/21/2017
12/21/2017
12/21/2017
12/21/2017
04/05/2018
12/21/2017
12/21/2017
12/21/2017
04/26/2018
12/21/2017
04/26/2018
04/26/2018
04/26/2018
Units
pH
Standard Units
NA
3.8
3.8
3.8
3.8
3.8
3.8
7.78t
6.0
3.8
5.8
6.55t
6.3
6.60t
6.36t
6.87t
Fecal Coliform
(CFU/100 rnQ
29.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Ammonia Nitrogen
pg/L
NA
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
58 J
4,100
190
<50
110
Total Nitrogen
pg/L
NA
32,600
30,900
28,800
36,000
30,600
30,800
16,610
1,300
41,400
34,700
13,700
6,200
4,000
1,200
28,700
TKN
pg/L
NA
32,600
30,900
28,800
36,000
30,600
30,800
16,400
1,100
41,400
34,700
13,700
6,200
4,000
1,200
28,700
Nitrate
pg/L
NA
<50
<50
<50
<50
<50
<50
<10
220
<50
<50
<10
<50
<10
<10
<10
Nitrogen
Nitrite
pg/L
NA
<50
<50
<50
<50
<50
<50
210
<50
<50
<50
130
<50
31
30
140
NO2 plus NO3
pg/L
NA
<50
<50
<50
<50
<50
<50
40
220
<50
<50
29
<50
12 J
17 J
46
Sulfate
pg/L
NA
NA
NA
NA
NA
NA
NA
<500
NA
NA
NA
920 J
NA
560 J
940 J
750 J
Iron
pg/L
NA
4,240
4,860
4,250
4,060
3,770
4,640
2,660
496
6,960
21,800
5,340
8,820
8,780
5,900
8,700
Manganese
pg/L
NA
59.4
64.3
60.2
58.7
60.5
62.2
36.2
7.9
89.4
337
174
165
1,790
53.5
180
Metals
Sodium
pg/L
NA
73,900
78,300
76,800
72,200
77,900
75,900
69,800
16,100
77,100
30,000
52,900
28,200
34,000
12,500
53,900
Calcium
pg/L
NA
NA
NA
NA
NA
NA
NA
3,710
NA
NA
NA
9,770
NA
7,510
3,000
10,100
Magnesium
pg/L
NA
NA
NA
NA
NA
NA
NA
1,670
NA
NA
NA
3,600
NA
1,790
808
3,790
Potassium
pg/L
NA
NA
NA
NA
NA
NA
NA
58,700
NA
NA
NA
45,200
NA
28,500
4,660 J
46,400
VOCs
2-Butanone
pg/L
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Low
Toluene
pg/L
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Level
o-Xylene
pg/L
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
TDS
pg/L
NA
1,350,000
1,280,000
1,080,000
1,400,000
1,610,000
1,500,000
490,000
518,000
1,300,000
272,000
670,000
268,000
265,000
<125,000
700,000
TSS
pg/L
NA
920,000
1,540,000
1,580,000
1,220,000
1,160,000
1,100,000
NA
9,700
890,000
792,000
NA
59,000
NA
NA
NA
BOD
pg/L
NA
1,660,000
1,580,000
1,560,000
1,470,000
1,530,000
1,640,000
614,000
1,060,000
1,650,000
333,000
391,000
69,200
84,600
563,000
654,000
COD
pg/L
NA
2,950,000
3,160,000
4,130,000
4,130,000
4,300,000
4,280,000
2,340,000
1,080,000
4,860,000
1,510,000
1,260,000
212,000
263,000
105,000
1,440,000
Phosphorus
pg/L
NA
3,900
3,600
3,900
3,900
3,600
3,600
2,000
450
4,400
4,600
1,700
560
780
330
3,100
Chloride
pg/L
NA
60,600
62,100
58,800
60,600
60,600
61,100
53,600
9,500
61,400
26,500
39,800
31,300
21,200
8,100
39,100
Alkalinity
pg/L
NA
NA
NA
NA
NA
NA
NA
107,000
NA
NA
NA
106,000
1 NA
106,000
31,700
127,000
Notes:
Bold: indicates that a constituent was detected above the method detection limit
<50: not detected at a concentration above the associated method detection limit
t: indicates that pH readings were taken from field measurements
µg/L: micrograms per liter
BOD: biological oxygen demand
CFU: colony forming units
COD: chemical oxygen demand
J value indicates a constituent was detected above the associated method detection limit but below the associated
practical quantitation level (PQL)
Notice of Violation and Notice of Intent to Enforce Response
AIIJuice Realty, LLC, Hendersonville, North Carolina
mL: milliliter
NA: a particular constituent was not analyzed
TDS: total dissolved solids
TKN: total Kjeldahl nitrogen by EPA Method 351.2
Total nitrogen: the sum of TKN and Nitrate- Nitrite. Anchor QEA calculated the total nitrogen values for groundwater samples.
TSS: total suspended solids
VOC: volatile organic compound
Page 1 of 1

Appendix B
James & James Environmental Pond
Investigation

ALL JUICE LAGOON —7
q.2D•i I
Inflow
Beginning Guage Reading
#1 #2 #3
L-`
Right
#4 #5 #6
Center
#7 #8 #9
Left
#10 #11 #12
Measuring
Stick
q• z6 -- I-7 3q °/z" �'ree.b0arA
Lagoon
Sludge
Sampled
Location
Time
Depth
Depth
pH
Temp
NH3 Y/N
2
1
�
'
3
)U:
4
��� .I?�
3'
5
J
t 1.21,
6
3-
7
v.
,�A
P
8
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11
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12
<<[11
1a
. ,

ALL JUICE LAGOON
AMMONIA ANALYSIS
09-20-17
LOCATION RESULTS
1
6.34
2
6.99
3
3.80
4
3.43
5
5.21
6
1.82
7
0.268
8
3.17
9
0.209
10
3.17
11
0.209
12
0.194

Appendix F
Analytical Results

lacieAnalXical"
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
January 03, 2018
Mr. Chuck Pippin
Anchor QEA of North Carolina
231 Haywood Street
Asheville, NC 28806
RE: Project: All Juice 12/21
Pace Project No.: 92368023
Dear Mr. Pippin:
Enclosed are the analytical results for sample(s) received by the laboratory on December 21, 2017.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Chris Derouen for
Lord Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
cc: Mr. Seth Goad, Anchor QEA
p Krz
r
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE SUMMARY
Project: All Juice 12/21
Pace Project No.: 92368023
Lab ID
Sample ID
Matrix
Date Collected
Date Received
92368023001
INF
Water
12/21/17 09:10
12/21/17 16:33
92368023002
D-1
Water
12/21/17 09:30
12/21/17 16:33
92368023003
D-2
Water
12/21/17 09:45
12/21/17 16:33
92368023004
EFF
Water
12/21/1710:30
12/21/17 16:33
92368023005
Lagoon 1-A
Water
12/21/17 12:45
12/21/17 16:33
92368023006
Lagoon 1B
Water
12/21/17 12:55
12/21/17 16:33
92368023007
Lagoon-2A
Water
12/21/1714:05
12/21/17 16:33
92368023008
Lagoon-213
Water
12/21/1714:25
12/21/17 16:33
92368023009
Lagoon-3A
Water
12/21/1714:45
12/21/17 16:33
92368023010
Lagoon-313
Water
12/21/1715:00
12/21/17 16:33
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
All Juice 12/21
92368023
Analytes
Lab lD
Sample ID
Method
Analysts
Reported
Laboratory
92368023001
INF
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
KMM
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023002
D-1
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
KMM
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023003
D-2
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023004
EFF
EPA200.7
SER
3
PASI-A
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 4 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project: All Juice 12/21
Pace Project No.: 92368023
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
Laboratory
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023005
Lagoon 1-A
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023006
Lagoon 1B
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023007
Lagoon-2A
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 5 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project: All Juice 12/21
Pace Project No.: 92368023
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
Laboratory
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023008
Lagoon-213
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023009
Lagoon-3A
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
92368023010
Lagoon-313
EPA200.7
SER
3
PASI-A
SM 2540C
NAL
1
PASI-A
SM 2540D
SLB
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 6 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project: All Juice 12/21
Pace Project No.: 92368023
Analytes
Lab lD Sample ID
Method
Analysts
Reported
Laboratory
SM 4500-H+B
KMM
1
PASI-A
SM 5210B
ECH
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 300.0
CDC
3
PASI-A
EPA 350.1 1993 Rev 2.0
BRJ
1
PASI-A
EPA 351.2
BRJ
1
PASI-A
EPA 365.1
MDW
1
PASI-A
SM 4500-CI-E
MDW
1
PASI-A
SM 5220D
NAL
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 7 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: INF
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023001 Collected: 12/21/17 09:10 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
496 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:28
7439-89-6
7.9 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:28
7439-96-5
16100 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:28
7440-23-5
Analytical Method: SM 2540C
518 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
9.7 mg/L 4.2
4.2
1
12/28/1710:03
Analytical Method: SM 4500-H+B
6.0 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
1060 mg/L 2.0
2.0
1
12/22/17 02:21
12/27/17 01:08
Analytical Method: TKN+NO3+NO2 Calculation
1.3 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
0.22 mg/L 0.10
0.050
1
12/22/17 04:00
14797-55-8
0.22 mg/L 0.10
0.050
1
12/22/17 04:00
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 04:00
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
ND mg/L 0.10
0.050
1
12/27/17 23:17
7664-41-7
Analytical Method: EPA 351.2
1.1 mg/L 0.50
0.25
1
12/28/17 03:49
7727-37-9
Analytical Method: EPA 365.1
0.45 mg/L 0.050
0.025
1
12/22/17 00:52
7723-14-0
Analytical Method: SM 4500-CI-E
9.5 mg/L 1.0
0.50
1
12/27/17 03:00
16887-00-6
Analytical Method: SM 5220D
1080 mg/L 25.0
12.5
1
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
B2, L2
Page 8 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: D-1
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023002 Collected: 12/21/17 09:30 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
21800 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:31
7439-89-6
337 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:31
7439-96-5
30300 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:31
7440-23-5
Analytical Method: SM 2540C
272 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
792 mg/L 100
100
1
12/28/1710:03
Analytical Method: SM 4500-H+B
5.8 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
333 mg/L 2.0
2.0
1
12/22/17 02:21
12/27/17 01:10
Analytical Method: TKN+NO3+NO2 Calculation
34.7 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 04:16
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 04:16
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 04:16
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
ND mg/L 0.10
0.050
1
12/27/17 23:21
7664-41-7
Analytical Method: EPA 351.2
34.7 mg/L 5.0
2.5
10
12/28/17 04:44
7727-37-9
Analytical Method: EPA 365.1
4.6 mg/L 0.050
0.025
1
12/22/17 00:52
7723-14-0
Analytical Method: SM 4500-CI-E
26.5 mg/L 2.0
1.0
2
12/27/17 03:59
16887-00-6
Analytical Method: SM 5220D
1510 mg/L 125
62.5
5
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
L2
Page 9 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: D-2
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023003 Collected: 12/21/17 09:45 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
8820 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:34
7439-89-6
165 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:34
7439-96-5
28200 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:34
7440-23-5
Analytical Method: SM 2540C
268 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
59.0 mg/L 25.0
25.0
1
12/28/1710:03
Analytical Method: SM 4500-H+B
6.3 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
69.2 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1710:22
Analytical Method: TKN+NO3+NO2 Calculation
6.2 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 04:32
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 04:32
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 04:32
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
4.1 mg/L 0.10
0.050
1
12/27/17 23:23
7664-41-7
Analytical Method: EPA 351.2
6.2 mg/L 0.50
0.25
1
12/28/17 03:50
7727-37-9
Analytical Method: EPA 365.1
0.56 mg/L 0.050
0.025
1
12/22/17 00:53
7723-14-0
Analytical Method: SM 4500-CI-E
31.3 mg/L 2.0
1.0
2
12/27/17 04:00
16887-00-6
Analytical Method: SM 5220D
212 mg/L 25.0
12.5
1
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
B2, L2
Page 10 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: EFF
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023004 Collected: 12/21/17 10:30 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
6960 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:43
7439-89-6
89.4 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:43
7439-96-5
77100 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:43
7440-23-5
Analytical Method: SM 2540C
1300 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
890 mg/L 250
250
1
12/28/1710:03
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
1650 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1710:35
Analytical Method: TKN+NO3+NO2 Calculation
41.4 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 05:52
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 05:52
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 05:52
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
ND mg/L 0.10
0.050
1
12/27/17 23:24
7664-41-7
Analytical Method: EPA 351.2
41.4 mg/L 5.0
2.5
10
12/28/17 04:45
7727-37-9
Analytical Method: EPA 365.1
4.4 mg/L 0.50
0.25
10
12/22/17 00:54
7723-14-0
Analytical Method: SM 4500-CI-E
61.4 mg/L 5.0
2.5
5
12/27/17 04:03
16887-00-6
Analytical Method: SM 5220D
4860 mg/L 250
125
10
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
L2
Page 11 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: Lagoon 1-A
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023005 Collected: 12/21/17 12:45 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
4240 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:46
7439-89-6
59.4 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:46
7439-96-5
73900 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:46
7440-23-5
Analytical Method: SM 2540C
1350 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
920 mg/L 250
250
1
12/28/1710:04
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
1660 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1710:43
Analytical Method: TKN+NO3+NO2 Calculation
32.6 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 06:08
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 06:08
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 06:08
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
ND mg/L 0.10
0.050
1
12/27/17 23:26
7664-41-7
Analytical Method: EPA 351.2
32.6 mg/L 5.0
2.5
10
12/28/17 04:46
7727-37-9
Analytical Method: EPA 365.1
3.9 mg/L 0.50
0.25
10
12/22/17 00:54
7723-14-0
Analytical Method: SM 4500-CI-E
60.6 mg/L 5.0
2.5
5
12/27/17 04:05
16887-00-6
Analytical Method: SM 5220D
2950 mg/L 250
125
10
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
L2
Page 12 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: Lagoon 113 Lab ID: 92368023006 Collected: 12/21/17 12:55 Received: 12/21/17 16:33 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
4860 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:49
7439-89-6
64.3 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:49
7439-96-5
78300 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:49
7440-23-5
Analytical Method: SM 2540C
1280 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
1540 mg/L 500
500
1
12/28/1710:04
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
H6
Analytical Method: SM 5210B
1580 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1710:47
L2
Analytical Method: TKN+NO3+NO2 Calculation
30.9 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 06:24
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 06:24
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 06:24
14797-65-0
Analytical Method: EPA 350.1 1993 Rev
2.0
ND mg/L 0.10
0.050
1
12/27/17 23:27
7664-41-7
Analytical Method: EPA 351.2
30.9 mg/L 5.0
2.5
10
12/28/17 04:47
7727-37-9
Analytical Method: EPA 365.1
3.6 mg/L 0.50
0.25
10
12/22/17 00:57
7723-14-0 M6
Analytical Method: SM 4500-CI-E
62.1 mg/L 5.0
2.5
5
12/27/17 04:06
16887-00-6
Analytical Method: SM 5220D
3160 mg/L 250
125
10
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 13 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: Lagoon-2A Lab ID: 92368023007 Collected: 12/21/17 14:05 Received: 12/21/17 16:33 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
4250 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 00:52
7439-89-6
60.2 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 00:52
7439-96-5
76800 ug/L 5000
500
1
01/02/18 11:30
01/03/18 00:52
7440-23-5
Analytical Method: SM 2540C
1080 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
1580 mg/L 500
500
1
12/28/1710:04
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
H6
Analytical Method: SM 5210B
1560 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1710:53
L2
Analytical Method: TKN+NO3+NO2 Calculation
28.8 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 06:40
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 06:40
7727-37-9
M1
ND mg/L 0.10
0.050
1
12/22/17 06:40
14797-65-0
M1
Analytical Method: EPA 350.1 1993 Rev
2.0
ND mg/L 0.10
0.050
1
12/27/17 23:29
7664-41-7
Analytical Method: EPA 351.2
28.8 mg/L 5.0
2.5
10
12/28/17 04:48
7727-37-9
Analytical Method: EPA 365.1
3.9 mg/L 0.50
0.25
10
12/22/17 00:59
7723-14-0
Analytical Method: SM 4500-CI-E
58.8 mg/L 5.0
2.5
5
12/27/17 04:07
16887-00-6
Analytical Method: SM 5220D
4130 mg/L 250
125
10
12/26/17 21:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 14 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: Lagoon-213 Lab ID: 92368023008 Collected: 12/21/17 14:25 Received: 12/21/17 16:33 Matrix: Water
Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
4060 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 01:08
7439-89-6
58.7 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 01:08
7439-96-5
72200 ug/L 5000
500
1
01/02/18 11:30
01/03/18 01:08
7440-23-5
Analytical Method: SM 2540C
1400 mg/L 50.0
50.0
1
12/22/1717:25
Analytical Method: SM 2540D
1220 mg/L 500
500
1
12/28/1710:04
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
H6
Analytical Method: SM 5210B
1470 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1710:55
L2
Analytical Method: TKN+NO3+NO2 Calculation
36.0 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 07:28
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 07:28
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 07:28
14797-65-0
Analytical Method: EPA 350.1 1993 Rev
2.0
ND mg/L 0.10
0.050
1
12/27/17 23:33
7664-41-7
Analytical Method: EPA 351.2
36.0 mg/L 5.0
2.5
10
12/28/17 04:49
7727-37-9
Analytical Method: EPA 365.1
3.9 mg/L 0.50
0.25
10
12/22/17 00:59
7723-14-0
Analytical Method: SM 4500-CI-E
60.6 mg/L 5.0
2.5
5
12/27/17 04:13
16887-00-6
Analytical Method: SM 5220D
4130 mg/L 250
125
10
12/26/17 21:49
M6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 15 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: Lagoon-3A
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023009 Collected: 12/21/17 14:45 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
3770 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 01:11
7439-89-6
60.5 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 01:11
7439-96-5
77900 ug/L 5000
500
1
01/02/18 11:30
01/03/18 01:11
7440-23-5
Analytical Method: SM 2540C
1610 mg/L 250
250
1
12/27/17 01:36
Analytical Method: SM 2540D
1160 mg/L 500
500
1
12/28/1710:04
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
1530 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1711:00
Analytical Method: TKN+NO3+NO2 Calculation
30.6 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 07:44
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 07:44
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 07:44
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
ND mg/L 0.10
0.050
1
12/27/17 23:40
7664-41-7
Analytical Method: EPA 351.2
30.6 mg/L 5.0
2.5
10
12/28/17 04:52
7727-37-9
Analytical Method: EPA 365.1
3.6 mg/L 0.50
0.25
10
12/22/17 01:00
7723-14-0
Analytical Method: SM 4500-CI-E
60.6 mg/L 5.0
2.5
5
12/27/17 04:14
16887-00-6
Analytical Method: SM 5220D
4300 mg/L 250
125
10
12/26/17 21:49
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
L2
Page 16 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: All Juice 12/21
Pace Project No.: 92368023
Sample: Lagoon-313
Parameters
200.7 MET ICP
Iron
Manganese
Sodium
2540C Total Dissolved Solids
Total Dissolved Solids
2540D Total Suspended Solids
Total Suspended Solids
4500H+ pH, Electrometric
pH at 25 Degrees C
5210B BOD, 5 day
BOD, 5 day
Total Nitrogen Calculation
Total Nitrogen
300.0 IC anions 48hr
Nitrate as N
Nitrate -Nitrite (as N)
Nitrite as N
350.1 Ammonia
Nitrogen, Ammonia
351.2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5220D COD
Chemical Oxygen Demand
Date: 01/03/2018 05:57 PM
ANALYTICAL RESULTS
Lab ID: 92368023010 Collected: 12/21/17 15:00 Received: 12/21/17 16:33 Matrix: Water
Results Units PQL
MDL
DF
Prepared
Analyzed
CAS No.
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
4640 ug/L 50.0
25.0
1
01/02/18 11:30
01/03/18 01:14
7439-89-6
62.2 ug/L 5.0
2.5
1
01/02/18 11:30
01/03/18 01:14
7439-96-5
75900 ug/L 5000
500
1
01/02/18 11:30
01/03/18 01:14
7440-23-5
Analytical Method: SM 2540C
1500 mg/L 250
250
1
12/27/17 01:36
Analytical Method: SM 2540D
1100 mg/L 500
500
1
12/28/1710:05
Analytical Method: SM 4500-H+B
3.8 Std. Units 1.0
0.10
1
12/22/17 01:20
Analytical Method: SM 5210B
1640 mg/L 2.0
2.0
1
12/22/1715:15
12/27/1711:03
Analytical Method: TKN+NO3+NO2 Calculation
30.8 mg/L 0.52
1
12/28/1717:40
Analytical Method: EPA 300.0
ND mg/L 0.10
0.050
1
12/22/17 08:00
14797-55-8
ND mg/L 0.10
0.050
1
12/22/17 08:00
7727-37-9
ND mg/L 0.10
0.050
1
12/22/17 08:00
14797-65-0
Analytical Method: EPA 350.1 1993 Rev 2.0
ND mg/L 0.10
0.050
1
12/27/17 23:42
7664-41-7
Analytical Method: EPA 351.2
30.8 mg/L 5.0
2.5
10
12/28/17 04:52
7727-37-9
Analytical Method: EPA 365.1
3.6 mg/L 0.50
0.25
10
12/22/17 01:01
7723-14-0
Analytical Method: SM 4500-CI-E
61.1 mg/L 5.0
2.5
5
12/27/17 04:15
16887-00-6
Analytical Method: SM 5220D
4280 mg/L 250
125
10
12/26/17 21:49
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
H6
L2
Page 17 of 41

aceAnalXical
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Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392391 Analysis Method: EPA 200.7
QC Batch Method: EPA 200.7 Analysis Description: 200.7 MET
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
METHOD BLANK: 2176754 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Iron ug/L ND 50.0 25.0 01/02/18 23:38
Manganese ug/L ND 5.0 2.5 01/02/18 23:38
Sodium ug/L ND 5000 500 01/02/18 23:38
LABORATORY CONTROL SAMPLE: 2176755
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Iron ug/L 5000 5040 101 85-115
Manganese ug/L 500 484 97 85-115
Sodium ug/L 5000 5020 100 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176756 2176757
MS MSD
92367603001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Iron ug/L ND 5000 5000 4980 5100 99 102 70-130 2 20
Manganese ug/L 5.1 500 500 487 498 96 99 70-130 2 20
Sodium ug/L 10000 5000 5000 14700 15000 93 99 70-130 2 20
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176758 2176759
MS MSD
92367603002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Iron ug/L 506 5000 5000 14100 14600 271 281 70-130 3 20 M1
Manganese ug/L 59.8 500 500 648 653 118 119 70-130 1 20
Sodium ug/L 5280 5000 5000 33700 34800 568 590 70-130 3 20 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392064
Analysis Method: SM 2540C
QC Batch Method: SM 2540C
Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008
METHOD BLANK: 2175359
Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008
Blank Reporting
Parameter
Units
Result Limit MDL
Analyzed Qualifiers
Total Dissolved Solids
mg/L
ND 25.0
25.0 12/22/17 17:25
LABORATORY CONTROL SAMPLE: 2175360
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Total Dissolved Solids
mg/L
250 250 100
90-110
SAMPLE DUPLICATE: 2175361
92367719001 Dup
Max
Parameter
Units
Result Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
204 206
1 5
SAMPLE DUPLICATE: 2175362
92367593005 Dup
Max
Parameter
Units
Result Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
485 472
3 5
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392403
Analysis Method: SM 2540C
QC Batch Method: SM 2540C
Analysis Description:
2540C Total Dissolved Solids
Associated Lab Samples: 92368023009, 92368023010
METHOD BLANK: 2176786
Matrix:
Water
Associated Lab Samples: 92368023009, 92368023010
Blank
Reporting
Parameter
Units
Result
Limit MDL
Analyzed Qualifiers
Total Dissolved Solids
mg/L
ND
25.0
25.0 12/27/17 01:36
LABORATORY CONTROL SAMPLE:
2176787
Spike
LCS LCS
% Rec
Parameter
Units
Conc.
Result % Rec
Limits Qualifiers
Total Dissolved Solids
mg/L
250
248 99
90-110
SAMPLE DUPLICATE: 2176788
92367967001
Dup
Max
Parameter
Units
Result
Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
487
486
0 5
SAMPLE DUPLICATE: 2176789
92368108002
Dup
Max
Parameter
Units
Result
Result RPD
RPD Qualifiers
Total Dissolved Solids
mg/L
1860
1810
3 5
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392609
Analysis Method: SM 2540D
QC Batch Method: SM 2540D
Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
METHOD BLANK: 2177592
Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
Blank Reporting
Parameter
Units
Result Limit MDL Analyzed Qualifiers
Total Suspended Solids
mg/L
ND 2.5 2.5 12/28/17 10:02
LABORATORY CONTROL SAMPLE:
2177593
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Total Suspended Solids
mg/L
250 226 90 90-110
SAMPLE DUPLICATE: 2177594
92368018006 Dup Max
Parameter
Units
Result Result RPD RPD Qualifiers
Total Suspended Solids
mg/L
98.5 116 16 5 D6
SAMPLE DUPLICATE: 2177595
92368023009 Dup Max
Parameter
Units
Result Result RPD RPD Qualifiers
Total Suspended Solids
mg/L
1160 1160 0 5
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392061 Analysis Method: SM 4500-H+B
QC Batch Method: SM 4500-H+B Analysis Description: 4500H+B pH
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
SAMPLE DUPLICATE: 2175351
92368023001 Dup Max
Parameter Units Result Result RPD RPD Qualifiers
pH at 25 Degrees C Std. Units 6.0 6.1 1 10 H6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 22 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392062
Analysis Method: SM 5210B
QC Batch Method: SM 5210B
Analysis Description: 5210E BOD, 5 day
Associated Lab Samples: 92368023001, 92368023002
METHOD BLANK: 2175352
Matrix: Water
Associated Lab Samples: 92368023001, 92368023002
Blank Reporting
Parameter
Units
Result Limit MDL
Analyzed Qualifiers
BOD, 5 day
mg/L
ND 2.0
2.0 12/26/17 23:48
LABORATORY CONTROL SAMPLE:
2175353
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
BOD, 5 day
mg/L
198 132 66
84.6-115.4 L2
SAMPLE DUPLICATE: 2175354
92367823001 Dup
Max
Parameter
Units
Result Result RPD
RPD Qualifiers
BOD, 5 day
mg/L
ND ND
10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392107
Analysis Method: SM 5210B
QC Batch Method: SM 5210B
Analysis Description: 5210E BOD, 5 day
Associated Lab Samples: 92368023003, 92368023004, 92368023005, 92368023006, 92368023007, 92368023008, 92368023009,
92368023010
METHOD BLANK: 2175507
Matrix: Water
Associated Lab Samples: 92368023003, 92368023004, 92368023005, 92368023006, 92368023007, 92368023008, 92368023009,
92368023010
Blank Reporting
Parameter
Units
Result Limit MDL Analyzed Qualifiers
BOD, 5 day
mg/L
ND 2.0 2.0 12/27/17 10:04
LABORATORY CONTROL SAMPLE: 2175508
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
BOD, 5 day
mg/L
198 138 69 84.6-115.4 L2
SAMPLE DUPLICATE: 2175509
92367826001 Dup Max
Parameter
Units
Result Result RPD RPD Qualifiers
BOD, 5 day
mg/L
43.2 49.5 14 10 D6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 24 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392068 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
METHOD BLANK: 2175368 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrate as N mg/L ND 0.10 0.050 12/22/17 02:08
Nitrate -Nitrite (as N) mg/L ND 0.10 0.050 12/22/17 02:08
Nitrite as N mg/L ND 0.10 0.050 12/22/17 02:08
LABORATORY CONTROL SAMPLE: 2175369
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrate as N mg/L 2.5 2.6 105 90-110
Nitrate -Nitrite (as N) mg/L 5 5.0 101 90-110
Nitrite as N mg/L 2.5 2.4 96 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2175370 2175371
MS MSD
92367839001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrate as N mg/L 4.8 2.5 2.5 3.9 6.0 -33 49 90-110 41 10 M1,R1
Nitrate -Nitrite (as N) mg/L 6.8 5 5 6.9 10.2 1 67 90-110 39 10 M1,R1
Nitrite as N mg/L 2.0 2.5 2.5 4.3 4.5 91 97 90-110 3 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2175372 2175373
MS MSD
92368023007 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrate as N mg/L ND 2.5 2.5 2.6 2.4 102 96 90-110 7 10
Nitrate -Nitrite (as N) mg/L ND 5 5 4.3 4.2 86 83 90-110 3 10 M1
Nitrite as N mg/L ND 2.5 2.5 1.7 1.8 69 71 90-110 2 10 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 25 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392392 Analysis Method: EPA 350.1 1993 Rev 2.0
QC Batch Method: EPA 350.1 1993 Rev 2.0 Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007
METHOD BLANK: 2176760 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrogen, Ammonia mg/L ND 0.10 0.050 12/27/17 22:46
LABORATORY CONTROL SAMPLE: 2176761
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 4.9 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176762 2176763
MS MSD
92367439001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L 4.7 5 5 9.7 9.7 101 100 90-110 0 7
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176764 2176765
MS MSD
92367999001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.0 5.1 100 101 90-110 1 7
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 26 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392393 Analysis Method: EPA 350.1 1993 Rev 2.0
QC Batch Method: EPA 350.1 1993 Rev 2.0 Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92368023008, 92368023009, 92368023010
METHOD BLANK: 2176766 Matrix: Water
Associated Lab Samples: 92368023008, 92368023009, 92368023010
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrogen, Ammonia mg/L ND 0.10 0.050 12/27/17 23:30
LABORATORY CONTROL SAMPLE: 2176767
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 4.9 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176768 2176769
MS MSD
92368023008 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 4.9 4.9 97 97 90-110 0 7
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176770 2176771
MS MSD
92367424002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.0 5.0 98 98 90-110 0 7
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 27 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392387 Analysis Method: EPA 351.2
QC Batch Method: EPA 351.2 Analysis Description: 351.2 TKN
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009
METHOD BLANK: 2176734 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrogen, Kjeldahl, Total mg/L ND 0.50 0.25 12/28/17 04:43
LABORATORY CONTROL SAMPLE: 2176735
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Kjeldahl, Total mg/L 10 10.4 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176736 2176737
MS MSD
92367999003 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Kjeldahl, Total mg/L ND 10 10 9.3 10.4 88 99 90-110 11 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 28 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392388
Analysis Method: EPA 351.2
QC Batch Method: EPA 351.2
Analysis Description: 351.2 TKN
Associated Lab Samples: 92368023010
METHOD BLANK: 2176738
Matrix: Water
Associated Lab Samples: 92368023010
Blank Reporting
Parameter Units
Result Limit MDL
Analyzed
Qualifiers
Nitrogen, Kjeldahl, Total mg/L
ND 0.50
0.25 12/28/17 03:59
LABORATORY CONTROL SAMPLE: 2176739
Spike LCS LCS
% Rec
Parameter Units
Conc. Result % Rec
Limits Qualifiers
Nitrogen, Kjeldahl, Total mg/L
10 9.7 97
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176740 2176741
MS MSD
92368023010
Spike Spike MS MSD
MS MSD
% Rec Max
Parameter Units Result
Conc. Conc. Result Result
% Rec % Rec
Limits RPD RPD Qual
Nitrogen, Kjeldahl, Total mg/L 30.8
10 10 39.7 42.5
89 117
90-110 7 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176742 2176743
MS MSD
92367675001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Kjeldahl, Total mg/L ND 10 10 8.4 8.2 84 82 90-110 3 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 29 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392054 Analysis Method: EPA 365.1
QC Batch Method: EPA 365.1 Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
METHOD BLANK: 2175325 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
Blank Reporting
Parameter Units Result Limit MDL Analyzed
Qualifiers
Phosphorus mg/L ND 0.050 0.025 12/22/17 00:44
LABORATORY CONTROL SAMPLE: 2175326
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.6 103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2175327 2175328
MS MSD
92367532001 Spike Spike MS MSD MS MSD
% Rec
Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec
Limits
RPD RPD Qual
Phosphorus mg/L ND 2.5 2.5 2.5 2.5 98 99
90-110
1 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2175329 2175330
MS MSD
92368023006 Spike Spike MS MSD MS MSD
% Rec
Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec
Limits
RPD RPD Qual
Phosphorus mg/L 3.6 2.5 2.5 6.3 6.5 108 116
90-110
3 10 M6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 30 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392375 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
METHOD BLANK: 2176680 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007,
92368023008,92368023009,92368023010
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Chloride mg/L ND 1.0 0.50 12/27/17 02:50
LABORATORY CONTROL SAMPLE: 2176681
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 20.1 101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176682 2176683
MS MSD
92367502001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chloride mg/L 1.2 10 10 12.2 12.0 110 108 90-110 1 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176684 2176685
MS MSD
92368023003 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chloride mg/L 31.3 10 10 41.0 41.7 97 104 90-110 2 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 31 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392363 Analysis Method: SM 5220D
QC Batch Method: SM 5220D Analysis Description: 5220D COD
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007
METHOD BLANK: 2176629 Matrix: Water
Associated Lab Samples: 92368023001, 92368023002, 92368023003, 92368023004, 92368023005, 92368023006, 92368023007
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Chemical Oxygen Demand mg/L ND 25.0 12.5 12/26/17 21:01
LABORATORY CONTROL SAMPLE: 2176630
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chemical Oxygen Demand mg/L 750 762 102 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176631 2176632
MS MSD
92367860001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L ND 100 100 123 140 102 119 90-110 13 3 M1,R1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176633 2176634
MS MSD
92368018004 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 28.0 100 100 142 144 114 116 90-110 1 3 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 32 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: All Juice 12/21
Pace Project No.: 92368023
QC Batch: 392364
Analysis Method: SM 5220D
QC Batch Method: SM 5220D
Analysis Description: 5220D COD
Associated Lab Samples: 92368023008, 92368023009,
92368023010
METHOD BLANK: 2176635
Matrix: Water
Associated Lab Samples: 92368023008, 92368023009,
92368023010
Blank Reporting
Parameter Units
Result Limit MDL
Analyzed Qualifiers
Chemical Oxygen Demand mg/L
ND 25.0
12.5 12/26/17 21:49
LABORATORY CONTROL SAMPLE: 2176636
Spike LCS LCS
% Rec
Parameter Units
Conc. Result % Rec
Limits Qualifiers
Chemical Oxygen Demand mg/L
750 762 102
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176637 2176638
MS MSD
92368023008
Spike Spike MS MSD
MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result Result
% Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 4130
100 100 4470 4400
340 270 90-110 2 3 M6
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2176639 2176640
MS MSD
92367949001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 120 100 100 224 224 104 104 90-110 0 3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC.
Page 33 of 41

Pace Analytical Services, LLC
acmnalXical hevi Riverside 04
Asheville, NC 28804
www.pacelabs.com [phone]
QUALIFIERS
Project: All Juice 12/21
Pace Project No.: 92368023
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
ANALYTE QUALIFIERS
B2 Oxygen usage is less than 2.0 for all dilutions set. The reported value is an estimated less than value and is calculated
for the dilution using the most amount of sample.
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
H6 Analysis initiated outside of the 15 minute EPA required holding time.
L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution.
R1 RPD value was outside control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM without the written consent of Pace Analytical Services, LLC. Page 34 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
METHOD CROSS REFERENCE TABLE
Project: All Juice 12/21
Pace Project No.: 92368023
Parameter
Matrix
Analytical Method
Preparation Method
200.7 MET ICP
Water
EPA 200.7, Rev. 4.4 (1994)
EPA 200.7, Rev. 4.4 (1994)
2540C Total Dissolved Solids
Water
SM 2540 C-1997, Rev.2011
N/A
2540D Total Suspended Solids
Water
SM 2540 D-1997, Rev.2011
N/A
350.1 Ammonia
Water
EPA 350.1, Rev. 2.0 (1993)
N/A
351.2 Total Kjeldahl Nitrogen
Water
EPA 351.2, Rev. 2.0 (1993)
N/A
365.1 Phosphorus, Total
Water
EPA 365.1, Rev. 20 (1993)
N/A
4500 Chloride
Water
SM 4500 Cl E-1997. Rev.2011
N/A
4500H+ pH, Electrometric
Water
SM 4500 H+B-2000, Rev. 2011
N/A
5210B BOD, 5 day
Water
SM 5210 B-2001. Rev. 2011
SM 5210 B-2001. Rev. 2011
5220D COD
Water
SM 5220 D-1997. Rev. 2011
N/A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 35 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
All Juice 12/21
92368023
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92368023001
INF
EPA 200.7
392391
EPA 200.7
392405
92368023002
D-1
EPA 200.7
392391
EPA 200.7
392405
92368023003
D-2
EPA 200.7
392391
EPA 200.7
392405
92368023004
EFF
EPA 200.7
392391
EPA 200.7
392405
92368023005
Lagoon 1-A
EPA 200.7
392391
EPA 200.7
392405
92368023006
Lagoon 1 B
EPA 200.7
392391
EPA 200.7
392405
92368023007
Lagoon-2A
EPA 200.7
392391
EPA 200.7
392405
92368023008
Lagoon-2B
EPA 200.7
392391
EPA 200.7
392405
92368023009
Lagoon-3A
EPA 200.7
392391
EPA 200.7
392405
92368023010
Lagoon-3B
EPA 200.7
392391
EPA 200.7
392405
92368023001
INF
SM 2540C
392064
92368023002
D-1
SM 2540C
392064
92368023003
D-2
SM 2540C
392064
92368023004
EFF
SM 2540C
392064
92368023005
Lagoon1-A
SM 2540C
392064
92368023006
Lagoon 1 B
SM 2540C
392064
92368023007
Lagoon-2A
SM 2540C
392064
92368023008
Lagoon-2B
SM 2540C
392064
92368023009
Lagoon-3A
SM 2540C
392403
92368023010
Lagoon-3B
SM 2540C
392403
92368023001
INF
SM 2540D
392609
92368023002
D-1
SM 2540D
392609
92368023003
D-2
SM 2540D
392609
92368023004
EFF
SM 2540D
392609
92368023005
Lagoon1-A
SM 2540D
392609
92368023006
Lagoon 1B
SM 2540D
392609
92368023007
Lagoon-2A
SM 2540D
392609
92368023008
Lagoon-2B
SM 2540D
392609
92368023009
Lagoon-3A
SM 2540D
392609
92368023010
Lagoon-3B
SM 2540D
392609
92368023001
INF
SM 4500-H+B
392061
92368023002
D-1
SM 4500-H+B
392061
92368023003
D-2
SM 4500-H+B
392061
92368023004
EFF
SM 4500-H+B
392061
92368023005
Lagoon1-A
SM 4500-H+B
392061
92368023006
Lagoon 1 B
SM 4500-H+B
392061
92368023007
Lagoon-2A
SM 4500-H+B
392061
92368023008
Lagoon-2B
SM 4500-H+B
392061
92368023009
Lagoon-3A
SM 4500-H+B
392061
92368023010
Lagoon-3B
SM 4500-H+B
392061
92368023001
INF
SM 5210B
392062
SM 5210B
392069
92368023002
D-1
SM 5210B
392062
SM 5210B
392069
92368023003
D-2
SM 5210B
392107
SM 5210B
392167
92368023004
EFF
SM 5210B
392107
SM 5210B
392167
92368023005
Lagoon 1-A
SM 5210B
392107
SM 5210B
392167
92368023006
Lagoon 1B
SM 5210E
392107
SM 5210B
392167
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced, except
in full,
Date: 01 /03/2018 05:57 PM
without the written consent of Pace Analytical Services, LLC.
Page 36 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
All Juice 12/21
92368023
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method Batch
92368023007
Lagoon-2A
SM 5210E
392107
SM 5210B 392167
92368023008
Lagoon-2B
SM 5210E
392107
SM 5210B 392167
92368023009
Lagoon-3A
SM 5210E
392107
SM 5210B 392167
92368023010
Lagoon-3B
SM 5210E
392107
SM 5210B 392167
92368023001
INF
TKN+NO3+NO2
392730
Calculation
92368023002
D-1
TKN+NO3+NO2
392730
Calculation
92368023003
D-2
TKN+NO3+NO2
392730
Calculation
92368023004
EFF
TKN+NO3+NO2
392730
Calculation
92368023005
Lagoon1-A
TKN+NO3+NO2
392730
Calculation
92368023006
Lagoon 1B
TKN+NO3+NO2
392730
Calculation
92368023007
Lagoon-2A
TKN+NO3+NO2
392730
Calculation
92368023008
Lagoon-2B
TKN+NO3+NO2
392730
Calculation
92368023009
Lagoon-3A
TKN+NO3+NO2
392730
Calculation
92368023010
Lagoon-3B
TKN+NO3+NO2
392730
Calculation
92368023001
INF
EPA 300.0
392068
92368023002
D-1
EPA 300.0
392068
92368023003
D-2
EPA 300.0
392068
92368023004
EFF
EPA 300.0
392068
92368023005
Lagoon1-A
EPA 300.0
392068
92368023006
Lagoon 1 B
EPA 300.0
392068
92368023007
Lagoon-2A
EPA 300.0
392068
92368023008
Lagoon-2B
EPA 300.0
392068
92368023009
Lagoon-3A
EPA 300.0
392068
92368023010
Lagoon-3B
EPA 300.0
392068
92368023001
INF
EPA 350.1 1993
Rev 2.0
392392
92368023002
D-1
EPA 350.1 1993
Rev 2.0
392392
92368023003
D-2
EPA 350.1 1993
Rev 2.0
392392
92368023004
EFF
EPA 350.1 1993
Rev 2.0
392392
92368023005
Lagoon 1-A
EPA 350.1 1993
Rev 2.0
392392
92368023006
Lagoon 1 B
EPA 350.1 1993
Rev 2.0
392392
92368023007
Lagoon-2A
EPA 350.1 1993
Rev 2.0
392392
92368023008
Lagoon-2B
EPA 350.1 1993
Rev 2.0
392393
92368023009
Lagoon-3A
EPA 350.1 1993
Rev 2.0
392393
92368023010
Lagoon-3B
EPA 350.1 1993
Rev 2.0
392393
92368023001
INF
EPA 351.2
392387
92368023002
D-1
EPA 351.2
392387
92368023003
D-2
EPA 351.2
392387
92368023004
EFF
EPA 351.2
392387
92368023005
Lagoon1-A
EPA 351.2
392387
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /03/2018 05:57 PM
without the written consent of Pace Analytical Services, LLC.
Page 37 of 41

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: All Juice 12/21
Pace Project No.: 92368023
Lab ID Sample ID QC Batch Method QC Batch
92368023006
Lagoon 1 B
EPA 351.2
392387
92368023007
Lagoon-2A
EPA 351.2
392387
92368023008
Lagoon-2B
EPA 351.2
392387
92368023009
Lagoon-3A
EPA 351.2
392387
92368023010
Lagoon-3B
EPA 351.2
392388
92368023001
INF
EPA 365.1
392054
92368023002
D-1
EPA 365.1
392054
92368023003
D-2
EPA 365.1
392054
92368023004
EFF
EPA 365.1
392054
92368023005
Lagoon1-A
EPA 365.1
392054
92368023006
Lagoon 1 B
EPA 365.1
392054
92368023007
Lagoon-2A
EPA 365.1
392054
92368023008
Lagoon-2B
EPA 365.1
392054
92368023009
Lagoon-3A
EPA 365.1
392054
92368023010
Lagoon-3B
EPA 365.1
392054
92368023001
INF
SM 4500-CI-E
392375
92368023002
D-1
SM 4500-CI-E
392375
92368023003
D-2
SM 4500-CI-E
392375
92368023004
EFF
SM 4500-CI-E
392375
92368023005
Lagoon 1-A
SM 4500-CI-E
392375
92368023006
Lagoon 1 B
SM 4500-CI-E
392375
92368023007
Lagoon-2A
SM 4500-CI-E
392375
92368023008
Lagoon-2B
SM 4500-CI-E
392375
92368023009
Lagoon-3A
SM 4500-CI-E
392375
92368023010
Lagoon-3B
SM 4500-CI-E
392375
92368023001
INF
SM 5220D
392363
92368023002
D-1
SM 5220D
392363
92368023003
D-2
SM 5220D
392363
92368023004
EFF
SM 5220D
392363
92368023005
Lagoon1-A
SM 5220D
392363
92368023006
Lagoon 1 B
SM 5220D
392363
92368023007
Lagoon-2A
SM 5220D
392363
92368023008
Lagoon-2B
SM 5220D
392364
92368023009
Lagoon-3A
SM 5220D
392364
92368023010
Lagoon-3B
SM 5220D
392364
Date: 01/03/2018 05:57 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical Method
Analytical
Batch
Page 38 of 41

Document Name:
Document Revised: July 25, 2017
a
1-15alceAnalytical
Sample Condition Upon Receipt(SCUR)
Page 1 of 2
Document No.:
Issuing Authority:
F-CAR-CS-033-Rev.03
Pace Quality Office
Laboratory receiving salrTp es:
Asheville 0 Eden[] Greenwood ❑ Huntersville ❑ Raleigh[:] Mechanicsville[]
Sample Condition Client Name: WO# : 9236602,3
Upon Receipt Projecl
r1'�JUPS c [
Laurier: ❑Fed Ex ❑UPS ❑LISPS ®Client
❑ Commercial ❑Pace []Other: 92368023
Custody Seal Present? ❑Yes ❑No Seals Intact? []Yes ❑No
Date/Initials Person Examining Contents: f% r 11 �I � I•
Packing Material: ❑Bubble Wrap ❑Bubble Bags []None ❑ Other Biological Tissue Fr�x6n?
Thermometer: / ❑Yes ❑No ❑N/A
❑ IR Gun ID: ❑Wet ❑slue ❑done
Type of Ice;
Correction Factor: Q.I Cooler Temp Corrected (°C): + l( I if Temp should be above freezing to 6°C
❑samples out of temp criteria. Samplses on ice, cooling process
has begun
USDA Regulated Soil (❑ N/A, titer sample)
Did samples originate in a qu ri"antine zone within the United States: CA, NY, or SC (check maps)? Did samples originate from a foreign source {interns/tidnally,
r7va. f'lni including Hawaii and Puerto Rico)? RYes [-iI .
Comments/Discrepancy:
Chain of Custody Present?
❑�es
[]No
❑N/A
1.
Samples Arrived within Hold Time?
es
❑No
❑N/A
2.
Short Hold Time Analysis (a72 hr.)?
[Yes
❑No
[]N/A
3.
Rush Turn Around Time Requested?
ElYes/
o
❑N/A
4.
Sufficient Volume?
�s
[]No
❑N/A
5.
Correct Containers Used?
-Pace Containers Used?
❑Y sue
❑Yts
[]No
❑No
❑N/A
❑N/A
6.
Containers Intact?
❑ es
❑No
FINIV
7.
1
Dissolved analysis: Samples Field Filtered? ❑Yes
❑No
/A
8.
5ample Labels Match COC?
-Includes Date/Time/ID/Analysis
❑1c s
Matrix: , A A)J
[-]No
❑N/A
9•
Headspace in VOA Vials (>5-6mm)?
❑Yes
❑No
/
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Yes
❑Yes
[]No
❑No
1—]t4fi
❑N/A
11.
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Sample Discrepancy:
Project Manager SCURF Review:
Project Manager SRF Review:
Date/Time:
Date: I '�
Date; f
Fien1 uate nequueu: II i c. "�4iiw
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers)
Page 39 of 41

Document Name:
Document Revised: July 25, 2017
aceAnalytical'
_Document
Sample Condition Upon RecelptiSCURj
Page 2 of 2
No.:
Issuing Authority:
F-CAR-CS-033-Rev.03
Pace Quality Office
*Check mark top half of box if PH and/or dechlorination Project #
WO# : 92363023
is verified and within the acceptance range for
preservation samples.
PM: UP Due Date: 12/29/]�7
"Bottom half of box is to list number of bottles
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Data on following pages provided by
Brett Laverty of the NC Department of
Water Quality, Division of Water
Resources in a December 5, 2017 email.

Maa
18500
Average
795.8679327
WD¢y
2132.491604
Min
0
Facility
County Region PPI
Month Year Comment
Parameter
Sample
uoM
M-Y
Value Cell
Cell2
Alljuice Realty LLC -Alljuice WWTF
Henderson Asheville 002-W7 EHluent
12111
00010- Temperature, Water Deg. Centigrade
Composite
degc
3J452 J/15/2002
23 CAMONAVG
Alg
J/15/20D2
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112002
00010-Tempeature, Wafer Deg, Centigrade
Composite
degc
3]SJ5 11/15/2.02
12.35 CAMID AVG
Avg
11/15/2002
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32004
00010-Tempeature, Wafer Deg. Centigrade
Composite
deg,
38061 3/15/2004
11.84 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
J2004
00010-Tempeature, Wafer Deg. Centigrade
Composite
degc
38183 J/15/2004
23.22 CAMONAVG
Avg
J/15/2004
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
]2002
00300 Oxygen, Dissolved (DOS
Composite
mg/1
3J452 ]/15/2002
2.18 CAMONAVG
Avg
7/15/2002
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
112011
00300- Oxygen, Dissolved (DOS
Composite
mg/I
3JSJ5 11/15/2002
2.14 CAMONAVG
Avg
11/15/2002
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
320M
00300- Oaygen, Dissolved(DO)
Composite
mg/1
38061 3/15/2004
2.11 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
]2004
00300-Oaygen, Dissolved (DO)
Composite
mg/I
38183 J/15/2004
2.J4 CAMONAVG
Avg
J/15/2004
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
31995
00310-BOD, S-Day(20 Deg. C�
Grab
mg/1
34773 3/15/1995
550 CAMONAVG
Avg
3/15/1995
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
]1998
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
35991 7/15/1991
12) CAMONAVG
Avg
J/15/1998
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
111998
10310-BOD, 5-Day(20 Deg. C)
Grab
mg/1
36114 11/15/1998
280 CAMONAVG
Avg
11/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W-1 Effluent
31999
00310-BOD, S-Day (20 Deg. C)
Grab
me/
36234 3/15/1999
1CAMONAVG
Avg
3/15/1999
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNRF EHluent
]1999
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/I
36356 )/15/1999
680 CAMONAVG
Avg
7/15/1999
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNRF EHluent
111999
00310-BOD, S-Day (20 Deg. C)
Grab
mg/I
364]9 11/15/1999
1300 CAMONAVG
Avg
11/15/1999
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W FEHluent
320M
00310-BOD, S-Day(20 Deg.C�
Grab
mg/I
366W 3/15/2OK
3J00 CAMONAVG
Avg
3/15/2000
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W—Effluent
72000
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
36722 7/15/20M
150 CAMONAVG
Avg
J/15/2000
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112OW
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
36845 11/15/2000
550 CAMONAVG
Avg
11/15/2000
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WVJTFEffluent
]2001
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
3J08) )/15/2001
200 CAMONAVG
Avg
7/15/2001
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112001
00310-BOD,S-Day:20 Deg. C�
Grab
mg/
37210 11/15/2001
59) CAMONAVG
Avg
11/15/2001
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32002
00310-BOD, S-Day �20 Deg. C�
Grab
mg/I
3J330 3/15/2002
1400 CAMONAVG
Avg
3/15/2002
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
720"
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
37452 7/15/2112
13) CAMONAVG
Avg
7/15/2002
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112002
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
37575 11/15/2002
840 CAMONAVG
Avg
11/15/2002
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32003
00310-BOD, S-Day �20 Deg. C�
Grab
mg/I
3J695 3/11,2003
2400"AM0NAVG
Avg
3/15/2003
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
]2003
00310-BOD, S-Day�20 Deg. C�
Grab
mg/I
3J81) )/15/2003
260 CAMONAVG
Avg
7/15/2003
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112003
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
379Q 11/15/2003
310 CAMONAVG
Avg
11/15/2003
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32004
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
38061 3/15/2004
720 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
720'
00310-BOD, 5-Day(20 Deg. C�
Grab
me/I
38183 7/15/2004
6CAMONAVG
Avg
7/15/2004
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
1120.
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
38306 11/15/2004
390 CAMONAVG
Avg
11/15/2004
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 0o2-WWTF Effluent
32005
00310-BOD, S-Day(20 Deg. C�
Grab
me/
38426 3/15/2111
40) CAMONAVG
Avg
3/15/2005
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
]2005
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
38548 7/15/2005
190 CAMONAVG
Avg
7/15/2005
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112005
00310-BOD, 5-Day(20 Deg. C�
Grab
me/I
386J3 11/15/2005
650 CAMONAVG
Avg
11/15/2005
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32006
00310-BOD, S-Day �20 Deg. C�
Grab
mg/1
38)91 3/15/2006
620 CAMONAVG
Avg
3/15/2006
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
]2006
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
38913 J/15/2006
68 CAMONAVG
Avg
7/15/2006
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112006
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
39036 11/15/2006
330 CAMONAVG
Avg
11/15/2006
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 0o2-WWTF Effluent
3200)
00310-BOD, S-Day(20 Deg. C)
Grab
mg/I
39156 3/15/2007
370 CAMONAVG
Avg
3/15/200J
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
J200)
00310-BOD, 5-Day(20 Deg. C)
Grab
me/I
392J8 J/15/2007
320 CAMONAVG
Avg
7/15/2007
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112007
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
3940111/15/2007
378 CAMONAVG
Avg
11/15/2007
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
32008
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
39522 3/15/2008
750 CAMONAVG
Avg
3/15/2008
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
62008
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
39614 6/15/2008
0.009 CAMONAVG
Avg
6/15/2008
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32009
00310-BOD, S-Day (20 Deg. C�
Grab
mg/1
39887 3/15/2009
474 CAMONAVG
Avg
3/15/2009
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
62009
00310-BOD, 5-Day(20 Deg. C�
Grab
me/I
39979 6/15/2009
110 CAMONAVG
Avg
6/15/2009
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
92009
00310-BOD,5-Day(20 Deg. C�
Grab
mg/1
400J3 9/15/2009
245 CAMONAVG
Avg
9/15/2009
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112009
00310-BOD, 5-Day(20 Deg. C�
Grab
m/1
4013211/15/2009
522 CAMONAVG
Avg
11/15/2009
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W-1 Effluent
32010
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
40252 3/15/2010
492 CAMONAVG
Avg
3/15/2010
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNRF EHluent
62010
00310-BOD, S-Day �20 Deg. C�
Grab
mg/I
40344 6/15/2010
161 CAMONAVG
Avg
6/15/2010
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNRF EHluent
92010
00310-BOD, S-Day �20 Deg. C�
Grab
mg/I
4, 9/15/2010
120 CAMONAVG
Avg
9/15/2010
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W FEHluent
122010
0o310-BOD, 5-Day(20 Deg. C�
Grab
m/1
4052J 12/15/2010
834 CAMONAVG
Avg
12/15/2010
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W—Effluent
32011
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
40617 3/15/2011
258 CAMONAVG
Avg
3/15/2011
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
62011
00310-BOD, S-Day:20 Deg. C�
Grab
mg/I
40)09 6/15/2011
169 CAMONAVG
Avg
6/15/2011
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
92011
00310-BOD, S-Day �20 Deg. C�
Grab
mg/I
4, 9/15/2011
116 CAMONAVG
Avg
9/15/2011
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
122011
10310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
4089212/15/2011
315 CAMONAVG
Avg
12/15/2011
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32012
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/
40983 3/15/20121
528 CAMONAVG
Avg
3/15/2012
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
62012
00310-BOD, S-Day �20 Deg. C�
Grab
mg/
41075 6/15/2012
11.4 CAMONAVG
Avg
6/15/2012
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
92012
00310-BOD, S-Day �20 Deg. C�
Grab
mg/I
411679/15/2012
SS CAMDNA VG
Avg
9/15/2012
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 0o2-WWTF Effluent
122012
0o310-BOD, 5-Day(20 Deg. C�
Grab
mg/
4125812/15/2012
99 CAMONAVG
Avg
12/15/2012
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32013
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
41348 3/15/2013
240 CAMONAVG
Avg
3/15/2013
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
62013
00310-BOD, S-Day:20 Deg.C�
Grab
mg/I
414Q 6/15/2013
308 CAMONAVG
Avg
6/15/2013
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WVJTFEffluent
92013
00310-BOD, S-Day �20 Deg. C�
Grab
mg/1
41532 9/15/2013
117 CAMONAVG
Avg
9/15/2013
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
122013
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/I
4162312/15/2013
30 CAMONAVG
Avg
12/15/2013
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WVJTFEffluent
32014
00310-BOD, 5-Day(20 Deg. C�
Grab
mg/1
41713 3/15/2014
81'MONAVG
Avg
3/15/2014
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
62014
00310-BOD, S-Day (20 Deg. C)
Grab
mg/I
41805 6/15/2014
102 CAMONAVG
Avg
6/15/2014
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
92014
00310-BOD, S-Day (20 Deg. C)
Grab
mg/I
4189) 9/15/2014
OCAMONAVG
Avg
9/15/2014
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
122014
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/I
419N 12/15/2014
328 CAMONAVG
Avg
12/15/2014
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32015
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/1
420J8 3/15/2015
314 CAMONAVG
Avg
3/15/2015
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 0o2-WWTF Effluent
62015
00310-BOD, 5-Day(20 Deg. C)
Composite
mg/I
42170 6/15/2015
144 CAMONAVG
Avg
6/15/2015
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
122015
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/1
4235312/15/2015
6J.6 CAMONAVG
Avg
12/15/2015
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 0o2-WWTF Effluent
32016
10310-BOD, S-Day(20 Deg. C)
Grab
mg/I
42444 3/15/2016
1773 CAMONAVG
Avg
3/15/2016
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
62016
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/1
42536 6/15/2016
328 CAMONAVG
Avg
6/15/2016
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
92016
10310-BOD, 5-Day(20 Deg. C)
Grab
me/I
42628 9/15/2016
107CMONAVG
Avg
9/15/2016
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
122016
00310-BOD, S-Day (20 Deg. C)
Grab
mg/1
4271912/15/2016
]28.5 CAMONAVG
Avg
12/15/2016
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
1201)
00310-BOD, S-Day(20 Deg. C)
Grab
mg/I
42751 1/15/2017
]28.5 CAMONAVG
Avg
1/15/2017
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
3201)
00310-BOD, S-Day (20 Deg. C)
Grab
mg/I
42809 3/15/2017
1218.08 CAMONAVG
Avg
3/15/201]
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 001-WWTF Effluent
6201)
00310-BOD, S-Day(20 Deg. C)
Grab
mg/I
42901 6/15/201J
1034 CAMONAVG
Avg
6/15/2017
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 101-WWTF Effluent
]201)
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/I
42931 7/15/2017
—CA
Avg
7/15/2017
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 001-WWTF Effluent
92017
00310-BOD, 5-Day(20 Deg. C)
Grab
mg/I
42993 9/15/20157
797 CAMONAVG
Avg
9/15/2017
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-W-1 Effluent
31995
00400-pH
Grab
34773 3/15/1995
5.3 CAMONAVG
Avg
3/15/1995
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W FEHluent
61995
00400-pH
Grab
34865 6/15/1995
6.8 CAMONAVG
Avg
6/15/1995
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNRF EHluent
) 1995
00400-PH
Grab
34895 7/11/1995
6.71 ONAVG
Avg
J/15/1995
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W FEffluent
81995
00400-pH
Grab
34926 8/15/1995
6.3 CAM0NAVG
Avg
8/15/1995
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W—Effluent
91995
00400-pH
Grab
3495) 9/15/1995
6.9 CAMONAVG
Avg
9/15/1995
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
101995
00400-pH
Grab
34987 S0/15/1995
J.241 ONAVG
Avg
10/15/199:
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WVJTFEffluent
111995
00400-pH
Grab
35018 11/15/1995
J.06 CAMONAVG
Avg
11/15/1995
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
121995
00400-pH
Grab
35048 12/15/1995
6.82 CAMONAVG
Avg
12/15/1995
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
11996
00400-PH
Grab
35079 1/15/1996
6.J8 CAMONAVG
Avg
1/15/1996
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
21996
00400-pH
Grab
35111 2/15/1996
6.9'AMONAVG
Avg
2/15/1996
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
31996
00400-PH
Grab
35139 3/15/1996
6.92 CAMONAVG
Avg
3/15/1996
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
51996
00400-pH
Grab
35200 5/15/1996
6.9 CAMONAVG
Avg
5/15/1996
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
61996
00400-pH
Grab
35231 6/15/1996
669 CAMDNAVG
Avg
6/15/1996
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
J1996
00400-PH
Grab
35261 7/15/1996
6.4 CAMONAVG
Avg
7/15/1996
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WVJTFEffluent
81996
00400-pH
Grab
35292 8/15/1996
6.5 CAMONAVG
Avg
8/15/1996
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
91996
00400-PH
Grab
35323 9/15/1996
6.61 ONAVG
Avg
9/15/199:
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
191996
00400-PH
Grab
35353 SO/1/1996
6.9 CAMONAVG
Avg
10/15/1:96
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
111996
00400-pH
Grab
35384 11/15/1996
6.8I ONAVG
Avg
11/15/1996
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
121996
00400-pH
Grab
35414 12/15/1996
6.6 CAMONAVG
Avg
12/15/1996
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
1199]
00400-pH
Grab
35445 1/1'/199J
6.5 CAMONAVG
Avg
1/15/199]
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
2199]
00400-pH
Grab
354J6 2/15/199J
6.6 CAMONAVG
Avg
2/15/199]
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
3199]
00400-pH
Grab
35504 3/15/199J
6.)CAMONAVG
Avg
3/15/199J
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
4199)
00400-PH
Grab
35535 4/15/199J
6.8 CAMONAVG
Avg
4/15/199]
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
5199)
00400-pH
Grab
35565 5/15/199J
6.2 CAMONAVG
Avg
5/15/199]
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
6199)
00400-pH
Grab
35596 6/15/199J
6.9 CAMONAVG
Avg
6/15/199J
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
)199)
00400-PH
Grab
35626 )/15/199J
6.5 CAMONAVG
Avg
7/15/199]
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
8199)
00400-PH
Grab
3565) 8/15/199J
7CAMONAVG
Avg
115/199J
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
9199)
00400-PH
Grab
35688 9/15/199J
6.91 ONAVG
Avg
9/15/199]
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
10199)
00400-PH
Grab
35]18 10/15/199J
JCAMONAVG
Avg
10/15/199]
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
11199]
00400-pH
Grab
35)49 11/15/199J
6.91 DNAVG
Avg
11/15/199J
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 102-WWTF Effluent
12199]
00400-pH
Grab
35]J9 12/15/1997
6.8 CAMONAVG
Avg
12/15/199]
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
11998
004 PH
Grab
35810 1/15/1998
6.9 CAMONAVG
Avg
1/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNrtF Effluent
21998
00400-pH
Grab
35841 2/15/1998
6.8 CAMONAVG
Avg
2/15/1998
Alljuice Realty LLC -Alljuice WWTF
Henderson Asheville 002-W FEHluent
31998
00400-PH
Grab
35869 3/15/1998
6.61 ONAVG
Avg
3/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WNRF EHluent
41998
00400-pH
Grab
359DO 4/15/1998
6.6 CAMONAVG
Avg
4/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W FEffluent
51998
00400-PH
Grab
35930 5/15/1998
6.9 CAMONAVG
Avg
5/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-W—Effluent
J1998
00400-PH
Grab
35991 )/15/1998
).1 CAMONAVG
Avg
7/15/1998
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
81998
00400-pH
Grab
36022 8/15/1998
6.54 CAMONAVG
Avg
8/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
91998
00400-pH
Grab
36053 9/15/1998
6.6 CAMONAVG
Avg
9/15/1998
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
101998
00400-pH
Grab
36083 SO/15/1998
6.5 CAMONAVG
Avg
10/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
111998
00400-pH
Grab
36114 11/15/1998
6CAMONAVG
Avg
11/15/1998
All juice Realty LLC -Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
121998
00400-PH
Grab
36144 12/15/1998
6.31 ONAVG
Avg
12/15/1998
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
11999
00400-PH
Grab
361J5 1/15/1999
6.2 CAMONAVG
Avg
1/15/1999
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
21999
00400-pH
Grab
36206 2/15/1999
6.3 CAMONAVG
Avg
2/15/1999
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
31999
00400-PH
Grab
36234 3/15/1999
5.85 CAMONAVG
Avg
3/15/1999
All juice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
41999
00400-pH
Grab
36265 4/15/1999
6CAMONAVG
Avg
4/15/1999
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
51999
00400-pH
Grab
su
36295 5/15/1999
5.85 CAMONAVG
Avg
5/15/1999

Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W FEffluent
61999
00400-pH
Grab
36326 6/15/1999
6CAMONAVG
Avg
6/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
21999
00400-pH
Grab
36356 2/15/1999
5.6 CAMONAVG
Avg
7/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
81999
00400-pH
Grab
36382 8/15/1999
6.2 CAMONAVG
Avg
8/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
91999
00400-pH
Grab
36418 9/15/1999
6.2 CAMONAVG
Avg
9/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
111999
00400-pH
Grab
36429 11/15/1999
5.2 CAMONAVG
Avg
11/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
121999
00400-pH
Grab
36509 12/15/1999
5.2 CAMONAVG
Avg
12/15/1999
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
220M
00400-pH
Grab
36521 2/15/2000
5.89 CAMONAVG
Avg
2/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
320M
00400-pH
Grab
3660W 3/15/20M
5.91 CAMONAVG
Avg
3/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
420M
00400-pH
Grab
36631 4/15/2000
6.2 CAMONAVG
Avg
4/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
520M
00400-pH
Grab
36661 5/15/2000
6.01 CAMONAVG
Avg
5/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
620M
00400-pH
Grab
36692 6/15/20M
2.2 CAMONAVG
Avg
6/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
220M
00400-pH
Grab
36222 7/15/20M
7CMONAVG
Avg
7/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
820M
00400-pH
Grab
36253 8/15/2000
7CMONAVG
Avg
8/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
920M
00400-pH
Grab
36284 9/15/20K
6.2 CAMONAVG
Avg
9/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
1020M
00400-pH
Grab
3681410/15/20M
6.2 CAMONAVG
Avg
10/15/2000
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
1120M
00400-pH
Grab
36845 11/15/20M
6.8 CAMONAVG
Avg
11/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
1220M
00400-pH
Grab
3687512/15/20M
6.2 CAMONAVG
Avg
12/15/2000
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12001
00400-pH
Grab
36906 1/15/2001
6CAMONAVG
Avg
1/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W-FUN-
22001
00400-pH
Grab
36932 2/15/2001
6CAMONAVG
Avg
2/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEffluent
42001
00400-pH
Grab
36996 4/15/2001
6.05 CAMONAVG
Avg
4/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuen[
52001
00400-pH
Grab 1.
32026 5/15/2001
6A CAMONAVG
Avg
5/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEffluent
62001
00400-pH
Grab 1.
32052 6/15/2001
6A CAMONAVG
Avg
6/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W-F Effluent
22001
00400-pH
Grab
32082 7/15/20M
6.05 CAMONAVG
Avg
7/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
82001
00400-pH
Grab
32118 8/15/2001
6.4 CAMONAVG
Avg
8/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
92001
00400-pH
Grab
32149 9/15/2001
6CAMONAVG
Avg
9/15/2001
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
102001
00400-pH
Grab
3212910/15/2001
6.05 CAMONAVG
Avg
10/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112001
00400-pH
Grab
32210 11/15/2001
6.5 CAMONAVG
Avg
11/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122001
00400-pH
Grab
372Q 12/15/2001
6.3 CAMONAVG
Avg
12/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12002
00400-pH
Grab
32221 1/15/2W2
6.5 CAMONAVG
Avg
V15/2002
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22002
00400-pH
Grab
32302 2/15/2W2
6.3 CAMONAVG
Avg
2/15/2002
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32002
00400-pH
Grab
32330 3/15/2W2
6.8 CAMONAVG
Avg
3/15/2002
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22002
00400-pH
Grab
32452 2/15/2W2
CAMONAVG
Avg
7/15/2002
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112002
00400-pH
Grab
32525 11/15/2002
7.226667 CAMONAVG
Avg
11/15/2W2
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32003
00400-pH
Grab
32695 3/15/2003
2.058 CAMONAVG
Avg
3/15/2003
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22003
00400-pH
Grab
32812 7/15/2003
2.332 CAMONAVG
Avg
7/15/2003
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112003
00400-pH
Grab
329Q 11/15/2003
2.33 CAMONAVG
Avg
11/15/2003
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
320M
00400-pH
Grab
38061 3/15/2004
2.002 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
220M
00400-pH
Grab
38183 7/15/2004
2.554 CAMONAVG
Avg
7/15/2004
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
1120M
00400-pH
Grab
38306 11/15/20N
6.958 CAMONAVG
Avg
11/15/2W4
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32005
00400-pH
Grab
38426 3/15/2W05
2.342 CAMONAVG
Avg
3/15/2005
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22005
00400-pH
Grab
385" 7/15/2005
2.18 CAMONAVG
Avg
7/15/2005
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112005
00400-pH
Grab
38621 11/15/2005
2.214 CAMONAVG
Avg
11/15/2W5
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32006
00400-pH
Grab
38291 3/15/2006
2.01 CAMONAVG
Avg
3/15/2006
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22006
00400-pH
Grab
38913 2/15/2006
2.OW6662 CAMONAVG
Avg
7/15/2006
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112006
00400-pH
Grab
39036 11/15/2006
7.476667 CAMONAVG
Avg
11/15/2006
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32002
00400-pH
Grab
39156 3/15/2W02
2.485 CAMONAVG
Avg
3/15/2007
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22002
00400-pH
Grab
39228 7/15/2007
2.443333 CAMONAVG
Avg
7/15/2007
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112002
00400-pH
Grab
39401 11/15/2002
2.23 CAMONAVG
Avg
11/15/2002
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32008
00400-pH
Grab
39522 3/15/2008
2.21 CAMONAVG
Avg
3/15/2008
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32009
00400-pH
Grab
39882 3/15/2009
2.19 CAMONAVG
Avg
3/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W-FUN-
42009
00400-pH
Grab
39918 4/15/2009
2.422 CAMONAVG
Avg
4/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEffluent
52009
00400-pH
Grab
399" 5/15/2009
2.26 CAMONAVG
Avg
5/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuen[
62009
00400-pH
Grab
39929 6/15/20N
7.298333 CAMONAVG
Avg
6/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEffluent
22009
00400-pH
Grab
4W0 7/15/20N
2.226 CAMONAVG
Avg
7/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W-F Effluent
82009
00400-pH
Grab
4WQ 8/15/20N
2.2 CAMONAVG
Avg
8/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
92009
00400-pH
Grab
40021 9/15/20N
2.315 CAMONAVG
Avg
9/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
102009
00400-pH
Grab
4010110/15/20M
2.2 CAMONAVG
Avg
10/15/2009
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville W2-WWTF Effluent
112009
00400-pH
Grab
40132 11/15/20M
2.24 CAMONAVG
Avg
11/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122009
00400-pH
Grab
4016212/15/20M
2.54 CAMONAVG
Avg
12/15/2009
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12010
00400-pH
Grab
40193 1/15/2010
2.325 CAMONAVG
Avg
1/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22010
00400-pH
Grab
40224 2/15/2030
6.95 CAMONAVG
Avg
2/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32010
00400-pH
Grab
40252 3/15/2030
2.41 CAMONAVG
Avg
3/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42010
00400-pH
Grab
40283 4/15/2030
2.2 CAMONAVG
Avg
4/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
52010
00400-pH
Grab
40313 5/15/2030
6.825 CAMONAVG
Avg
5/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
62010
00400-pH
Grab
40344 6/15/2010
2.22 CAMONAVG
Avg
6/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
22010
00400-pH
Grab
40324 7/15/2010
6.9 CAMONAVG
Avg
7/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
82010
00400-pH
Grab
40405 8/15/2010
6.95 CAMONAVG
Avg
8/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92010
00400-pH
Grab
40436 9/15/2010
2.1 CAMONAVG
Avg
9/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102010
00400-pH
Grab
4046610/15/2010
6.95 CAMONAVG
Avg
10/15/20W
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112010
00400-pH
Grab
40492 11/15/2010
6.925 CAMONAVG
Avg
11/15/20W
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122010
00400-pH
Grab
4052212/15/2010
6.966667 CAMONAVG
Avg
12/15/20W
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12011
00400-pH
Grab
40558 1/15/2011
2.1 CAMONAVG
Avg
1/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22011
00400-pH
Grab
40589 2/15/2011
2.025 CAMONAVG
Avg
2/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32011
00400-pH
Grab
4%12 3/15/2011
2.033333 CAMONAVG
Avg
3/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
52011
00400-pH
Grab
40628 5/15/2011
2.8 CAMONAVG
Avg
5/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62011
00400-pH
Grab
40209 6/15/2011
2.9 CAMONAVG
Avg
6/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22011
00400-pH
Grab
40239 7/15/2011
2.925 CAMONAVG
Avg
7/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82011
00400-pH
Grab
40220 8/15/2011
2.925 CAMONAVG
Avg
8/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92011
00400-pH
Grab
40801 9/15/2011
2.8 CAMONAVG
Avg
9/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102011
00400-pH
Grab
4083110/15/2011
8.125 CAMONAVG
Avg
10/15/2011
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112011
00400-pH
Grab
4G862 11/15/2011
8.2 CAMONAVG
Avg
11/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122011
00400-pH
Grab
4W89212/15/2011
2.98 CAMONAVG
Avg
12/15/2011
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W-F Effluent
12012
00400-pH
Grab
40923 1/15/2012
8A25 CAMONAVG
Avg
1/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
22012
00400-pH
Grab
40954 2/15/2012
8.125 CAMONAVG
Avg
2/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
32012
00400-pH
Grab
40983 3/15/2012
8.32 CAMONAVG
Avg
3/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FNfluent
42012
00400-pH
Grab
41014 4/15/2012
8.225 CAMONAVG
Avg
4/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W-F Effluent
52012
00400-pH
Grab
41044 5/15/2012
8.08 CAMONAVG
Avg
5/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
62012
00400-pH
Grab
41025 6/15/2012
8.28 CAMONAVG
Avg
6/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
22012
00400-pH
Grab
41105 7/15/2012
8.16 CAMONAVG
Avg
7/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
82012
00400-pH
Grab
41136 8/15/2012
8.32 CAMONAVG
Avg
8/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92012
00400-pH
Grab
41162 9/15/2012
8CMONAVG
Avg
9/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102012
00400-pH
Grab
411921W/15/2012
2.525 CAMONAVG
Avg
10/15/2012
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112012
00400-pH
Grab
41228 11/15/2012
2.52 CAMONAVG
Avg
11/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122012
00400-pH
Grab
4125812/15/2012
2.62 CAMONAVG
Avg
12/15/2012
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22013
00400-pH
Grab
41320 2/15/2013
2.85 CAMONAVG
Avg
2/15/2013
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32013
00400-pH
Grab
413" 3/15/2013
2.24 CAMONAVG
Avg
3/15/2013
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
42013
00400-pH
Grab
41329 4/15/2013
2.225 CAMONAVG
Avg
4/15/2013
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
62013
00400-pH
Grab
414Q 6/15/2013
2.825 CAMONAVG
Avg
6/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville W2-WWTF Effluent
22013
00400-pH
Grab
41420 7/15/2013
2.86 CAMONAVG
Avg
7/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville W2-WWTF Effluent
82013
00400-pH
Grab
41501 8/15/2013
2.2 CAMONAVG
Avg
8/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville W2-WWTF Effluent
92013
00400-pH
Grab
41532 9/15/2013
8.25 CAMONAVG
Avg
9/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville W2-WWTF Effluent
102013
00400-pH
Grab
4156210/15/2013
8.35 CAMONAVG
Avg
10/15/2013
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112013
00400-pH
Grab 1.
41593 11/15/2013
8.025 CAMONAVG
Avg
11/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122013
00400-pH
Grab 1.
4162312/15/2013
2.2 CAMONAVG
Avg
12/15/2013
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12014
00400-pH
Grab 1.
41654 1/15/2014
6.966667 CAMONAVG
Avg
1/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22014
00400-pH
Grab 1.
41685 2/15/2014
2.025 CAMONAVG
Avg
2/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32014
00400-pH
Grab 1.
41213 3/15/2014
2.36 CAMONAVG
Avg
3/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42014
00400-pH
Grab 1.
41244 4/15/2014
2.625 CAMONAVG
Avg
4/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62014
00400-pH
Grab 1.
41805 6/15/2014
2.325 CAMONAVG
Avg
6/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22014
00400-pH
Grab 1.
41835 7/15/2014
8.18 CAMONAVG
Avg
7/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82014
00400-pH
Grab 1.
41866 8/15/2014
8.4 CAMONAVG
Avg
8/15/2014
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102014
00400-pH
Grab 1.
4192710/15/2014
2.98 CAMONAVG
Avg
10/15/2014
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112014
00400-pH
Grab 1.
41958 11/15/2014
2.125 CAMONAVG
Avg
11/15/2014
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122014
00400-pH
Grab
419N 12/15/2014
2.5 CAMONAVG
Avg
12/15/2014
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W-F Effluent
12015
00400-pH
Grab
42019 1/15/2015
TM CAMONAVG
Avg
1/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
32015
00400-pH
Grab
42028 3/15/2015
2.425 CAMONAVG
Avg
3/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
42015
00400-pH
Grab
42109 4/15/2015
2.4 CAMONAVG
Avg
4/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FNfluent
52015
00400-pH
Grab
42139 5/15/2015
2.225 CAMONAVG
Avg
5/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W-F Effluent
62015
00400-pH
Grab
42120 6/15/2015
2.6 CAMONAVG
Avg
6/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
22015
00400-pH
Grab
422M 7/15/2015
2.84 CAMONAVG
Avg
7/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville W2-WWTF Effluent
82015
00400-pH
Grab
42231 8/15/2015
2.9 CAMONAVG
Avg
8/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville W2-WWTF Effluent
92015
00400-pH
Grab
42262 9/15/2015
2.625 CAMONAVG
Avg
9/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102015
00400-pH
Grab
422921W/15/2015
2.2 CAMONAVG
Avg
10/15/2015
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112015
00400-pH
Grab
42323 11/15/2015
2.525 CAMONAVG
Avg
11/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122015
00400-pH
Grab
4235312/15/2015
2.24 CAMONAVG
Avg
12/15/2015
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12016
00400-pH
Grab
423" 1/15/2016
6.325 CAMONAVG
Avg
V15/2016
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
22016
00400-pH
Grab
42415 2/15/2016
6.125 CAMONAVG
Avg
2/15/2016
Alljuice Realty LLC - Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32016
00400-pH
Grab
42444 3/15/2016
6.12 CAMONAVG
Avg
3/15/2016
Alljuice Realty LLC - Alljuice WWTF
Henderson Asheville W2-WWTF Effluent
42016
00400-pH
Grab su
42475 4/15/2016
6CAMONAVG
Avg
4/15/2016

Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEffluent
52016
00400-pH
Grab
42505 5/15/2016
6CAMONAVG
Avg
5/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62016
00400-pH
Grab
42536 6/15/2016
6.825 CAMONAVG
Avg
6/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22016
00400-pH
Grab
42566 7/15/2016
7tAMONAVG
Avg
7/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82016
00400-pH
Grab
42592 8/15/2016
6.9 CAMONAVG
Avg
8/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92016
00400-pH
Grab
42628 9/15/2016
2.22 CAMONAVG
Avg
9/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102016
00400-pH
Grab
4265810/15/2016
2.3 CAMONAVG
Avg
10/15/2016
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112016
00400-pH
Grab
42689 11/15/2016
2.02 CAMONAVG
Avg
11/15/2016
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
00400-pH
Grab
42250 1/15/2017
2.26 CAMONAVG
Avg
1/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22012
00400-pH
Grab
42281 2/15/2017
2.625 CAMONAVG
Avg
2/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
00400-pH
Grab
42809 3/15/2017
7tAMONAVG
Avg
3/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42012
00400-pH
Grab
428Q 4/15/2012
6.225 CAMONAVG
Avg
4/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-WWTF Effluent
52012
00400-pH
Grab
42820 5/15/2017
6.625 CAMONAVG
Avg
5/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-WWTF Effluent
62012
00400-pH
Grab
42901 6/15/2017
6.84 CAMONAVG
Avg
6/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-WWTF Effluent
22012
00400-pH
Grab
42931 7/15/2017
2.125 CAMONAVG
Avg
7/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-WWTF Effluent
82012
00400-pH
Grab
42962 8/15/2017
2.14 CAMONAVG
Avg
8/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-WWTF Effluent
92012
00400-pH
Grab
42993 9/15/2017
2.025 CAMONAVG
Avg
9/15/2017
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
31995
00515- Residue, It Fltrble dried M 105 Cj
Grab
mg/l
34223 3/15/1995
240 CAMONAVG
Avg
3/15/1995
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
21998
00515- Residue, It Fltrble dried M 105 Cj
Grab
mg/I
35991 2/15/1998
480 CAMONAVG
Avg
7/15/1998
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W—F Effluent
111998
00515- Residue, It Fltrble dried at 105 Cj
Grab
mg/1
36114 11/15/1998
540 CAMONAVG
Avg
11/15/1998
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W FEff—t
31999
00515- Residue, It Fltrble dried at 105 Q
Grab
mg/1
36234 3/15/1999
280 CAMONAVG
Avg
3/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W FEHIuent
21999
00515- Residue, It Fltrble dried at 105 Q
Grab
mg/l
36356 2/15/1999
820 CAMONAVG
Avg
7/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 00NMM EHIuent
111999
00515-Residue, Tot Fltrble dried at 105 C)
Grab
,,g/l
36429 11/15/1999
1800 CAMONAVG
Avg
11/15/1999
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W—F Effluent
320M
00515- Residue, It Fltrble dried at 105 Q
Grab
mg/l
366M 3/15/20K
3900 CAMONAVG
Avg
3/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville OW-WWTF Effluent
220M
00515- Residue, It Fltrble dried at 105 Q
Grab
mg/l
36222 7/15/20K
1200 CAMONAVG
Avg
7/15/2000
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
1120M
00515- Residue, It Fltrble dried at 105 Q
Grab
mg/l
36845 11/15/20M
1300 CAMONAVG
Avg
11/15/2000
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville OW-WWTF Effluent
22001
00515- Residue, It Fltrble dried at 105 Cj
Grab
mg/l
32082 7/15/20M
620 CAMONAVG
Avg
7/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112001
00515- Residue, It Fltrble dried M 105 Cj
Grab
mg/l
32210 11/15/2001
110 CAMONAVG
Avg
11/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 No
00515- Residue, It Fltrble dried M 105 Cj
Grab
,,g/l
32330 3/15/2002
1WO CAMONAVG
Avg
3/15/2002
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22002
00515- Residue, It Fltrble dried M 105 Cj
Grab
,,g/l
32452 7/15/2002
280 CAMONAVG
Avg
7/15/2002
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
11 No
00515- Residue, It Fltrble dried M 105 Cj
Grab
,,g/l
32525 11/15/2002
220 CAMONAVG
Avg
11/15/NW
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32003
00515- Residue, It Fltrble dried M 105 Cj
Grab
mg/l
32695 3/15/2003
320 CAMONAVG
Avg
3/15/2003
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22003
00515- Residue, It Fltrble dried M 105 Cj
Grab
mg/l
32812 2/15/2003
460 CAMONAVG
Avg
7/15/2003
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
320M
00515- Residue, It Fltrble dried at 105 Cj
Composite
'g/l
38061 3/15/2004
400 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32002
00515-Residue, It Fltrble dried at 105 Q
Composite
'g/l
39156 3/15/2007
1100 CAMONAVG
Avg
3/15/2007
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
31995
OOS30 SoIIds, Total Suspended
Grab
mg/l
34223 3/15/1995
56 CAMONAVG
Avg
3/15/1995
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
21998
OOS30 SoIIds, Total 5uspended
Grab
mg/l
35991 2/15/1998
120 CAMONAVG
Avg
7/15/1998
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
111998
OOS30 S.W, Total 5uspended
Grab
,,g/l
36114 11/15/1998
150 CAMONAVG
Avg
11/15/1998
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
31999
OOS30 S.W, Total 5uspended
Grab
mg/1
36234 3/15/1999
410 CAMONAVG
Avg
3/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
21999
OOS30 S.W, Total 5uspended
Grab
mg/1
36356 2/15/1999
82 CAMONAVG
Avg
7/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
111999
OOS30 SoIIds, Total Suspended
Grab
mg/1
36429 11/15/1999
330 CAMONAVG
Avg
11/15/1999
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
320M
OOS30 SoIIds, Total Suspended
Grab
mg/I
366M 3/15/20K
250 CAMONAVG
Avg
3/15/2000
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
220M
OOS30 SoIIds, Total Suspended
Grab
mg/1
36222 7/15/20K
350 CAMONAVG
Avg
7/15/2000
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
1120M
OOS30 SoIIds, Total Suspended
Grab
mg/1
36845 11/15/20M
960 CAMONAVG
Avg
11/15/2000
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22001
OOS30 SoIIds, Total Suspended
Grab
mg/1
32082 7/15/2001
2100 CAMONAVG
Avg
7/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112001
OOS30 SoIIds, Total Suspended
Grab
mg/1
32210 11/15/2001
2100 CAMONAVG
Avg
11/15/2001
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 No
OOS30 SoIIds, Total Suspended
Grab
mg/1
32330 3/15/2002
8900 CAMONAVG
Avg
3/15/2002
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
11 No
OOS30 SoIIds, Total Suspended
Grab
mg/l
32525 11/15/2002
2200 CAMONAVG
Avg
11/15/NW
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32003
OOS30 SoIIds, Total Suspended
Grab
mg/1
32695 3/15/2003
2900 CAMONAVG
Avg
3/15/2003
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22003
OOS30 SoIIds, Total Suspended
Grab
mg/1
32812 7/15/2003
2100 CAMONAVG
Avg
7/15/2003
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112003
OOS30 SoIIds, Total Suspended
Grab
mg/I
329Q 11/15/2003
280 CAMONAVG
Avg
11/15/NO3
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W—FUN-
320M
OOS30 S.W, Total Suspended
Grab
mg/I
38061 3/15/20N
4900 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W FEHIuent
220M
OOS30 S.W, Total 5uspended
Grab
mg/I
38183 7/15/20N
340 CAMONAVG
Avg
7/15/2004
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTFEHI=
112004
W— —lldS, Total Suspended
Grab
mg/l
38306 11/15/20N
1300 CAMONAVG
Avg
11/15/N04
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 00NMM EHIuent
3 MM
00530—IIds,Total Suspended
Grab
mg/I
38426 3/15/2005
260O CAMO=
Avg
3/1=05
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W—Effluent
22005
OOS30 S.W, Total 5uspended
Grab
mg/l
385" 7/15/2005
1200 CAMONAVG
Avg
7/15/2005
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
112005
OOS30 S.W, Total 5uspended
Grab
mg/l
38621 11/15/2005
630 CAMONAVG
Avg
11/15/2005
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
32006
OOS30 S.W, Total 5uspended
Grab
mg/l
38291 3/15/2006
2200 CAMONAVG
Avg
3/15/2006
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
22006
OOS30 S.W, Total 5uspended
Grab
mg/l
38913 7/15/2006
2.0 CAMONAVG
Avg
7/15/2006
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112006
OOS30 S.W, Total 5uspended
Grab
mg/l
39036 11/15/20D6
220 CAMONAVG
Avg
11/15/2006
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32002
OOS30 S.W, Total 5uspended
Grab
,tg/l
39156 3/15/2007
1600 CAMONAVG
Avg
3/15/2007
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22002
OOS30 S.W, Total 5uspended
Grab
mg/l
39228 7/15/2007
1800 CAMONAVG
Avg
7/15/2007
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112002
OOS30 S.W, Total 5uspended
Grab
mg/l
39401 11/15/2007
2500 CAMONAVG
Avg
11/15/2002
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32008
OOS30 S.W, Total 5uspended
Grab
mg/l
39522 3/15/2008
1240 CAMONAVG
Avg
3/15/2008
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32009
OOS30 S.W, Total 5uspended
Grab
mg/l
39882 3/15/2009
.40 CAMONAVG
Avg
3/15/2009
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
62009
OOS30 S.W, Total 5uspended
Grab
mg/l
39929 6/15/2009
252 CAMONAVG
Avg
6/15/2009
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
92009
OOS30 SoIIds, Total 5uspended
Grab
mg/l
40W2 9/15/20N
840 CAMONAVG
Avg
9/15/2009
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville OW-WWTF Effluent
112009
OOS30 SoIIds, Total Suspended
Grab
mg/l
40132 11/15/2009
522 CAMONAVG
Avg
11/15/N09
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32010
OOS30 SoIIds, Total Suspended
Grab
mg/l
40252 3/15/2010
1280 CAMONAVG
Avg
3/15/2010
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62010
OOS30 S.W, Total 5uspended
Grab
mg/l
40344 6/15/2010
580 CAMONAVG
Avg
6/15/2010
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92010
OOS30 S.W, Total 5uspended
Grab
mg/l
40436 9/15/2010
800 CAMONAVG
Avg
9/15/2010
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122010
OOS30 S.W, Total 5uspended
Grab
mg/l
4G522 12/15/2010
580 CAMONAVG
Avg
12/15/2010
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32011
OOS30 SoIIds, Total Suspended
Grab
mg/l
4%12 3/15/2011
1320 CAMONAVG
Avg
3/15/2011
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62011
OOS30 SoIIds, Total Suspended
Grab
mg/l
40209 6/15/2011
1250 CAMONAVG
Avg
6/15/2011
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92011
OOS30 SoIIds, Total Suspended
Grab
mg/l
4G801 9/15/2011
620 CAMONAVG
Avg
9/15/2011
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122011
OOS30 SoIIds, Total Suspended
Grab
mg/l
40892 12/15/2011
248 CAMONAVG
Avg
12/15/2011
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32012
OOS30 SoIIds, Total Suspended
Grab
mg/l
40983 3/15/2012
1460 CAMONAVG
Avg
3/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62012
OOS30 SoIIds, Total Suspended
Grab
mg/l
41025 6/15/2012
351 CAMONAVG
Avg
6/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92012
OOS30 SoIIds, Total Suspended
Grab
mg/l
41162 9/15/2012
WCAMONAVG
Avg
9/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122012
OOS30 SoIIds, Total Suspended
Grab
mg/l
41258 12/15/2012
660 CAMONAVG
Avg
12/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32013
OOS30 SoIIds, Total Suspended
Grab
mg/l
413" 3/15/2013
S16 CAMONAVG
Avg
3/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62013
OOS30 SoIIds, Total Suspended
Grab
mg/l
414Q 6/15/2013
194 CAMONAVG
Avg
6/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92013
OOS30 SoIIds, Total Suspended
Grab
mg/l
41532 9/15/2013
164 CAMONAVG
Avg
9/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W—F Effluent
122013
OOS30 SoIIds, Total 5uspended
Grab
mg/l
41623 12/15/2013
360 CAMONAVG
Avg
12/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W FEHIuent
32014
OOS30 S.W, Total 5uspended
Grab
mg/l
41213 3/15/2014
356 CAMONAVG
Avg
3/15/2014
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W FEHIuent
62014
OOS30 SoIIds, Total 5uspended
Grab
mg/l
41805 6/15/2014
332 CAMONAVG
Avg
6/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W FNfluent
92014
OOS30 S.W, Total 5uspended
Grab
mg/1
41892 9/15/2014
102 CAMONAVG
Avg
9/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W—Effluent
122014
OOS30 S.W, Total 5uspended
Grab
mg/l
419N 12/15/2014
225 CAMONAVG
Avg
12/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville OW-WWTF Effluent
32015
OOS30 S.W, Total 5uspended
Grab
mg/l
42028 3/15/2015
290 CAMONAVG
Avg
3/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville OW-WWTF Effluent
62015
OOS30 S.W, Total 5uspended
Grab
mg/l
QUO 6/15/2015
2650 CAMONAVG
Avg
6/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville OW-WWTF Effluent
122015
OOS30 S.W, Total 5uspended
Grab
mg/l
42353 12/15/2015
862 CAMONAVG
Avg
12/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32016
OOS30 S.W, Total 5uspended
Grab
mg/l
424. 3/15/2016
295 CAMONAVG
Avg
3/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62016
OOS30 S.W, Total 5uspended
Grab
,tg/l
42536 6/15/2016
2350 CAMONAVG
Avg
6/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92016
OOS30 S.W, Total 5uspended
Grab
mg/l
42628 9/15/2016
320 CAMONAVG
Avg
9/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122016
OOS30 S.W, Total 5uspended
Grab
mg/l
42719 12/15/2016
625 CAMONAVG
Avg
12/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
OOS30 S.W, Total Suspended
Grab
mg/l
42250 1/15/2017
625 CAMONAVG
Avg
1/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32012
OOS30 S.W, Total 5uspended
Grab
mg/l
42809 3/15/2017
631 CAMONAVG
Avg
3/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
62012
OOS30 SoIIds, Total 5uspended
Grab
mg/I
42901 6/15/2017
1030 CAMONAVG
Avg
6/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
22012
OOS30 SoIIds, Total 5uspended
Grab
mg/I
42931 7/15/2017
212 CAMONAVG
Avg
7/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
92012
OOS30 SoIIds, Total 5uspended
Grab
mg/1
42993 9/15/2017
3100 CAMONAVG
Avg
9/15/2017
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville OW-WWTF Effluent
31995
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
34223 3/15/1995
1CAMONAVG
Avg
3/15/1995
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville OW-WWTF Effluent
21998
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/I
35991 2/15/1998
0tAMONAVG
Avg
7/15/1998
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville OW-WWTF Effluent
1120M
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
36845 11/15/20M
2.6 CAMONAVG
Avg
11/15/2000
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22001
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
32082 7/15/20011
4.4 CAMONAVG
Avg
7/15/2001
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112001
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
32210 11/15/20011
2.2 CAMONAVG
Avg
11/15/2001
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 No
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/l
32330 3/15/2W2
0.3 CAMONAVG
Avg
3/15/2002
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
11 No
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
32525 11/15/20021
4.31 CAMONAVG
Avg
11/15/NW
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22003
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
32812 2/15/2003
0.3g CAMONAVG
Avg
7/15/2003
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
320M
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
38061 3/15/2004
0,16 CAMONAVG
Avg
3/15/2004
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
220M
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
38183 7/15/20041
3A CAMONAVG
Avg
7/15/2004
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
1120M
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
38306 11/15/20N
0tAMONAVG
Avg
11/15/N04
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22005
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
385" 7/15/2005
0.53 CAMONAVG
Avg
7/15/2005
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112005
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
38671 11/15/20GS
OCAMONAVG
Avg
11/15/2005
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32006
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
38291 3/15/20061
SS CAMONAVG
Avg
3/15/2006
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22006
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/1
38913 7/15/2006
0,88 CAMONAVG
Avg
7/15/2006
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-W—F Effluent
112006
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/1
39036 11/15/20G6 — —ONAVG
Avg
11/15/2006
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W FEHIuent
32002
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
39156 3/15/2007M
29 CAMONAVG
Avg
3/15/2007
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
22002
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
39228 7/15/20070
39 CAMONAVG
Avg
7/15/2007
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 00IMM Nfluent
u No
00610- NihoM Ammonia Put (as N)
Grab
mg/1
39401 11/15/2007
66.1 CAMONAVG
Avg
11/15/2002
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W—Effluent
32008
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
39522 3/15/2008
60.8 CAMONAVG
Avg
3/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville OW-WWTF Effluent
32009
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
39882 3/15/2009
81 CAMONAVG
Avg
3/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville OW-WWTF Effluent
62009
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
39929 6/15/2009
0.5 CAMONAVG
Avg
6/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville OW-WWTF Effluent
92009
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
40021 9/15/20091
21.5 CAMONAVG
Avg
9/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112009
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/l
40132 11/15/20N0
32.8 CAMONAVG
Avg
11/15/N09
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32010
00610- Nitrogen, Ammonia Total(as N)
Grab
,tg/l
40252 3/15/20101
26.1 CAMONAVG
Avg
3/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62010
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
40344 6/15/20100
30.5 CAMONAVG
Avg
6/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92010
00610- Nitrogen, Ammonia Total(as N)
Grab
mg/l
40436 9/15/20101
10.1 CAMONAVG
Avg
9/15/2010
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
122010
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/l
4052212/15/20101
1.2 CAMONAVG
Avg
12/15/2010
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32011—d
00610- Nitrogen, Ammonia Total (as N)
Grab
mg/l
4%12 3/15/2011
0—ONAVG
Avg
3/15/2011
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville OW-WWTF Effluent
62011
00610- Nitrogen, Ammonia Total (as N)
Grab
,tg/l
40209 6/15/20111
9.3 CAMONAVG
Avg
6/15/2011

Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W FEffluent
92011
00610- Nitrogen, Ammonia Total(as NJ
Grab
m/1
40801 9/15/20111
2CAMONAVG
An
9/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville MI WWTF EHluent
122011
WHO NitM.,A--h Total(as NJ
Grab
mg/I
4089212/15/2"
3.4 CAMONAW
An
12/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
00610- Nitrogen, Ammonia Total(as NJ
Grab
m/1
40983 3/15/20121
13 CAM0NAVG
An
3/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62012
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
41025 6/15/20121
3.8 CAMONAVG
An
6/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92012 <=ND
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
41162 9/15/2012
OCAMONAVG
An
9/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122012
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
4125812/15/2012
1.6 CAMONAVG
An
12/0/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32013
00610- Nitrogen, Ammonia Total(as NJ
Grab
m01
413" 3/15/20131
3.8 CAMONAVG
An
3/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62013
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
414Q 6/15/2013
0CAMONAVG
An
6/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92013
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
41532 9/15/2013
0CAMONAVG
An
9/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122013
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
4162312/15/2013
0CAMONAVG
An
12/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32014
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
41213 3/15/2014
0CAMONAVG
An
3/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62014
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
41805 6/15/2014
0CAMONAVG
An
6/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92014
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/1
41892 9/15/2014
0.2 CAMONAVG
An
9/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122014
00610- Nitrogen, Ammonia Total (as NJ
Grab
mg/I
419N 12/15/2014
0CAMONAVG
An
12/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32015
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/1
42028 3/15/2015
0CAMONAVG
An
3/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62015
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/I
42120 6/15/2015
OCAMONAVG
An
6/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122015
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/1
4235312/15/2015
0.2 CAMONAVG
An
12/0/200
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12016
00610- Nitrogen, Ammonia Total (as NJ
Grab
mg/I
42384 1/15/2016
0.025 CAMONAVG
An
1/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
22016
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/1
42415 2/15/2016
0.025 CAMONAVG
An
2/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W FEHluent
32016
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/1
424" 3/15/2016
0.1 CAMONAVG
An
3/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHluent
62016
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
42536 6/15/2016
1.5 CAMONAVG
An
6/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 00NMM EHluent
22016
MRS Nihogem Am-W Total(as NJ
Grab
m/1
42566 7/15/2016
0.14 CAMONAVG
An
7/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
82016
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
42592 8/15/2016
0.05 CAMONAVG
An
8/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92016
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
42628 9/15/2016
0.04 CAMONAVG
An
9/15/2016
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112016
00610- Nitrogen, Ammonia Total (as NJ
Grab
mg/l
42689 11/15/2016
0A CAMONAVG
An
11/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122016
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/l
4271912/15/2016
0.12 CAMONAVG
An
12/0/200
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
00610- Nitrogen, Ammonia Total (as NJ
Grab
mg/l
42250 1/15/2017
0.12 CAMONAVG
An
1/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
62012
00610- Nitrogen, Ammonia Total(as NJ
Grab
m/1
42901 6/15/2017
0.1 CAMONAVG
An
6/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
22012
00610- Nitrogen, Ammonia Total(as NJ
Grab
m/1
42931 7/15/2017
0CAMONAVG
An
7/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
92012
00610- Nitrogen, Ammonia Total(as NJ
Grab
mg/1
42993 9/15/2017
0.3 CAMONAVG
An
9/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
320"
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/1
39882 3/15/2009
12.6 CAMONAVG
An
3/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
620"
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/1
39929 6/15/20N
34 CAMONAVG
An
6/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
11 No
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/1
40132 11/15/20M
1.9 CAMONAVG
An
11/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32010
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/I
40252 3/15/2010
3.1 CAMONAVG
An
3/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92010
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
40436 9/15/2010
2.2 CAMONAVG
An
9/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122010
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
4052712/15/2010
0.22 CAMONAVG
An
12/0/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32011-d
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/l
4%12 3/15/2011
0CAMONAVG
An
3/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62011-d
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/l
40209 6/15/2011
0CAMONAVG
An
6/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92011
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
40801 9/15/2011
1.6 CAMONAVG
An
9/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122011
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
4G89212/15/2011
3.2 CAMONAVG
An
12/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
40983 3/15/2012
4.5 CAMONAVG
An
3/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62012
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
41025 6/15/2012
1.9 CAMONAVG
An
6/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92012 <=ND
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
41162 9/15/2012
OCAMONAVG
An
9/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122012
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
4125812/15/2012
13A CAMONAVG
An
12/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32013
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
413" 3/15/2013
5.3 CAMONAVG
An
3/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62013
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
414Q 6/15/2013
1.4 CAMONAVG
An
6/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92013
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
41532 9/15/2013
4.1 CAMONAVG
An
9/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122013
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
4162312/15/2013
0CAMONAVG
An
12/0/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32014
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
41213 3/15/2014
0CAMONAVG
An
3/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62014
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
41805 6/15/2014
0CAMONAVG
An
6/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-UN-
92014
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/l
41892 9/15/2014
0.03 CAMONAVG
An
9/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-MW EHluent
122014
00620-Nitrogen, Ni[ra[e Total (as N�
Grab
mg/I
4198812/15mm
OCAMONAVG
An
12/15/2014
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-MW EHluent
32015
00620-Nitrogen, Ni[ra[e Total (as N�
Grab
mg/I
mm 3/15/2015
OCAMO=
An
3/1M15
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 00NMM EHluent
22015
NOD Nitr-,Ni-Total(as N)
Grab
mg/I
422M 7/15/2015
0CAMONAVG
An
7/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
92015
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/l
42262 9/15/2015
0CAMONAVG
An
9/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122015
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/l
4235312/15/2015
0CAMONAVG
An
12/0/200
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32016
00620- Nitrogen, Nitrate Total (as NJ
Grab
mg/l
424. 3/15/2016
0CAMONAVG
An
3/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62016
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
42536 6/15/2016
0CAMONAVG
An
6/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22016
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
42566 7/15/2016
0CAMONAVG
An
7/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92016
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
m/1
42628 9/15/2016
0CAMONAVG
An
9/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
112016
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
m/1
4268911/15/2016
0.2625 CAMONAVG
An
11/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122016
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
4271912/15/2016
0.042852 CAMONAVG
An
12/0/200
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
42250 1/15/2017
0.06 CAMONAVG
An
1/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
62012
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/l
42901 6/15/2017
0CAMONAVG
An
6/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
22012
00620- Nitrogen, Nitrate Tota l (as NJ
Grab
mg/1
42931 7/15/2017
0A CAMONAVG
An
7/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
92012
00620 Nitrogen, Nitrate Total (as NJ
Grab
mg/1
42993 9/15/2017
3.2 CAMONAVG
An
9/15/2017
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 No
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
39882 3/15/20N
148 CAMONAVG
An
3/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
6 No
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
39929 6/15/20N
14.9 CAMONAVG
An
6/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
9 No
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/I
40021 9/15/20N
48.9 CAMONAVG
An
9/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
11 No
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40132 11/15/20M
44.1 CAMONAVG
An
11/15/2009
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32010
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40252 3/15/2010
25.4 CAMONAVG
An
3/15/2010
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62010
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40344 6/15/2010
101 CAMONAVG
An
6/15/2010
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92010
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40436 9/15/2010
46.6 CAMONAVG
An
9/15/2010
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122010
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
4D522 12/15/2010
32.9 CAMONAVG
An
12/15/20W
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32011
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
4%12 3/15/2011
83.6 CAMONAVG
An
3/15/2011
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62011
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40209 6/15/2011
28.2 CAMONAVG
An
6/15/2011
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92011
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40801 9/15/2011
41.4 CAMONAVG
An
9/15/2011
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122011
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
4G892 12/15/2011
51.4 CAMONAVG
An
12/15/2011
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
40983 3/15/2012
66 CAMONAVG
An
3/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
41025 6/15/2012
30.9 CAMONAVG
An
6/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
41162 9/15/2012
24.2 CAMONAVG
An
9/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
41258 12/15/2012
34.6 CAMONAVG
An
12/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W-F Effluent
32013
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
413" 3/15/2013
9.8 CAMONAVG
An
3/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W FEHluent
62013
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
414Q 6/15/2013
15.3 CAMONAVG
An
6/15/2013
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville MI MW EHluent
92013
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/I
41532 9/15/2013
2.9 CAMONAVG
Avg
9/MM13
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville MI MW Nfl M
12 2013
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/I
41623 12/15/2013
-CAMONAVG
Avg
12/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W-Effluent
32014
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
41213 3/15/2014
2.9 CAMONAVG
An
3/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62014
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
41805 6/15/2014
6.8 CAMONAVG
An
6/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92014
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
41892 9/15/2014
6.2 CAMONAVG
An
9/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122014
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
419N 12/15/2014
8.8 CAMONAVG
An
12/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32015
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
42028 3/15/2015
10 CAMONAVG
An
3/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22015
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/I
422M 7/15/2015
22.8 CAMONAVG
An
7/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92015
00625 Nitrogen, Kjeldahl, Total has N)
Grab
m/1
42262 9/15/2015
24A CAMONAVG
An
9/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122015
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
42353 12/15/2015
9.3 CAMONAVG
An
12/0/200
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32016
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
424. 3/15/2016
0CAMONAVG
An
3/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62016
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/l
42536 6/15/2016
12.3 CAMONAVG
An
6/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92016
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
42628 9/15/2016
25.6 CAMONAVG
An
9/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122016
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
42719 12/15/2016
4.9 CAMONAVG
An
12/0/200
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
42250 1/15/2017
4.9 CAMONAVG
An
1/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
42809 3/15/2017
2.2 CAMONAVG
An
3/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
62012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
42901 6/15/2017
26.9 CAMONAVG
An
6/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
22012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/I
42931 7/15/2017
12.2 CAMONAVG
An
7/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
92012
00625 Nitrogen, Kjeldahl, Total has N)
Grab
mg/1
42993 9/15/2017
16.2 CAMONAVG
An
9/15/2017
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
31995
00940 CM1Ioride has Cl)
Grab
mg/1
34223 3/15/095
9.3 CAMONAVG
An
3/15/1995
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
31998
00940-CM1Ioride has Cl)
Grab
mg/1
35869 3/15/098
15 CAMONAVG
An
3/15/1998
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
21998
00940-CM1Ioride has Cl)
Grab
mg/I
35991 7/15/098
16 CAMONAVG
An
7/15/1998
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
111998
00940-CM1Ioride has Cl)
Grab
mg/I
36114 11/15/1998
14 CAMONAVG
An
11/0/1998
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
31999
00940-CM1Ioride has Cl)
Grab
mg/1
36234 3/15/099
14 CAMONAVG
An
3/15/1999
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
21999
00940-CM1Ioride has Cl)
Grab
mg/1
36356 7/15/099
19 CAMONAVG
An
7/15/1999
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
111999
00940-CM1Ioride has Cl)
Grab
mg/1
36429 11/15/1999
32 CAMONAVG
An
11/0/1999
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
320M
00940-CM1Ioride has Cl)
Grab
mg/I
366M 3/15/20K
59 CAMONAVG
An
3/15/2000
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22001
00940-CM1Ioride has Cl)
Grab
mg/1
32082 7/15/2001
81 CAMONAVG
An
7/15/2001
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 No
00940-CM1Ioride has Cl)
Grab
mg/l
32330 3/15/2002
81 CAMONAVG
An
3/15/2002
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22002
00940-CM1Ioride has Cl)
Grab
mg/l
32452 7/15/2002
83 CAMONAVG
An
7/15/2002
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-W-Effluent
11 No
00940-Chloride has Cl)
Grab
mg/l
32525 11/15/2002
22 CAMONAVG
An
11/15/2W2
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 00NMM EHluent
3 NO
00940-Chlorid wm
Grab
mg/I
32695 3/15/2003
%CAMONAVG
An
3/15/2003
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 00NMM EHluent
22003
00940-Chlorid wm
Grab
mg/I
32812 2/15/2003
62 CAMONAVG
An
2/OM03
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 00NMM Nfl"
112003
00940-Chlorid w"
Grab
mg/I
32940 11/15/2003
110 CAMONAVG
An
11/15/2W3
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
320M
00940-Chloride has Cl)
Grab
mg/l
38061 3/15/2004
24 CAMONAVG
An
3/15/2004
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
220M
00940-CM1Ioride has Cl)
Grab
mg/l
38183 7/15/2004
20 CAMONAVG
An
7/15/2004
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
1120M
00940-CM1Ioride has Cl)
Grab
mg/l
38306 11/15/20N
52 CAMONAVG
An
11/15/2W4
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32005
00940-CM1Ioride has Cl)
Grab
mg/l
38426 3/15/2005
82 CAMONAVG
An
3/15/2005
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22005
00940-CM1Ioride has Cl)
Grab
mg/l
385" 7/15/2005
52 CAMONAVG
An
7/15/2005
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112005
00940-CM1Ioride has Cl)
Grab
mg/I
38621 11/15/2005
83 CAMONAVG
An
11/15/2005
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32006
00940-CM1Ioride has Cl)
Grab
mg/I
38291 3/15/2006
53 CAMONAVG
An
3/15/2006
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22006
00940-CM1Ioride has Cl)
Grab
mg/l
38913 2/15/2006
32 CAMONAVG
An
7/15/2006
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
112006
00940-Chloride has Cl)
Grab
mg/l
39036 11/15/2006
54 CAMONAVG
An
11/15/2006
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
32002
00940-Chloride has Cl)
Grab
mg/l
3906 3/15/2007
39 CAMONAVG
An
3/15/2007
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
72002
00940-Chloride has Cl)
Grab
mg/l
39278 7/15/2007
45 CAMONAVG
An
7/15/2007

Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTFEffl"
uNo
00940-Chlorid wCp
Grab m/1
3940111/15/2007
39.2 CAMONAVG
Avg
11/15/2002
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WNrtFEHl -
3 No
00940-Chlorid wCp
Grab mg/I
mm 3/15/2008
64.4 CAMONAVG
Avg
3/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22008
00940-Chloride has Cl)
Grab mg/I
39W 7/15/2008
20.5 CAMONAVG
Avg
7/15/2008
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112008
00940-Chloride has Cl)
Grab mg/1
39262 11/15/2008
69.6 CAMONAVG
Avg
11/15/2008
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 No
00940-Chloride has Cl)
Grab mg/1
39882 3/15/2009
36.2 CAMONAVG
Avg
3/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
6 No
00940-Chloride has Cl)
Grab mg/1
39929 6/15/2009
31.3 CAMONAVG
Avg
6/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
9 No
00940-Chloride has Cl)
Grab mg/I
40021 9/15/2009
38.2 CAMONAVG
Avg
9/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
11 No
00940-Chloride has Cl)
Grab mg/I
40132 11/15/20M
35.3 CAMONAVG
Avg
11/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32010
00940-Chloride has Cl)
Grab mg/I
40252 3/15/2010
37.4 CAMONAVG
Avg
3/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62010
00940-Chloride has Cl)
Grab mg/I
40344 6/15/2010
43.6 CAMONAVG
Avg
6/15/2010
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112010
00940-Chloride has Cl)
Grab mg/I
40492 11/15/2010
33A CAMONAVG
Avg
11/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32011
00940-Chloride has Cl)
Grab mg/I
4%12 3/15/2011
61 CAMONAVG
Avg
3/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22011
00940-Chloride has Cl)
Grab mg/I
40239 7/15/2011
36.2 CAMONAVG
Avg
7/15/2011
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112011
00940-Chloride has Cl)
Grab mg/I
4G862 11/15/2011
41 CAMONAVG
Avg
11/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
00940-Chloride has Cl)
Grab mg/I
40983 3/15/2012
36.1 CAMONAVG
Avg
3/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22012
00940-Chloride has Cl)
Grab mg/I
41105 7/15/2012
38.2 CAMONAVG
Avg
7/15/2012
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112012
00940-Chloride has Cl)
Grab mg/I
41228 11/15/2012
36 CAMONAVG
Avg
11/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32013
00940-Chloride has Cl)
Grab mg/I
413" 3/15/2013
30.7 CAMONAVG
Avg
3/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
22013
00940-Chloride has Cl)
Grab mg/I
41420 7/15/2013
25 CAMONAVG
Avg
7/15/2013
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 00NMM EH=
112013
00940-Chlorid wCp
Grab mg/1
41593 11/15/2013
38.5 CAMONAVG
Avg
11/15/2013
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
32014
00940-Chloride has Cl)
Grab mg/I
41213 3/15/2014
32.1 CAMONAVG
Avg
3/15/2014
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-W FEHIuent
22014
00940-Chloride has Cl)
Grab m/1
41835 7/15/2014
32.2 CAMONAVG
Avg
7/15/2014
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W-F Effluent
112014
00940-Chloride has Cl)
Grab mg/I
41958 11/15/2014
31.9 CAMONAVG
Avg
11/15/2014
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville ON-WWTF Effluent
32015
00940-Chloride has Cl)
Grab mg/I
42028 3/15/2015
26.1 CAMONAVG
Avg
3/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville ON-WWTF Effluent
22015
00940-Chloride has Cl)
Grab mg/I
422M 7/15/2015
32.2 CAMONAVG
Avg
7/15/2015
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville ON-WWTF Effluent
32016
00940-Chloride has Cl)
Grab mg/I
424" 3/15/2016
41.2 CAMONAVG
Avg
3/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22016
00940-Chloride has Cl)
Grab mg/I
42566 7/15/2016
34.2 CAMONAVG
Avg
7/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
112016
00940-Chloride has Cl)
Grab m/1
4268911/15/2016
39.3 CAMONAVG
Avg
11/15/2016
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
00940-Chloride has Cl)
Grab mg/I
42809 3/15/2017
52.3 CAMONAVG
Avg
3/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-WWTF Effluent
22012
00940-Chloride has Cl)
Grab mg/I
42931 7/15/2017
42.5 CAMONAVG
Avg
7/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32009
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOmI
39882 3/15/2009
92 CAMONGEO
Avg
3/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62009
31616-Coliform, F-I M F, MFC Broth, 44.5 C
Grab mpn/SOOmI
39929 6/15/2009
600 CAMONGEO
Avg
6/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92009
31616- Coliform, FewI M F, MFC Broth, 44.5 C
Grab mpn/SOOmI
40021 9/15/2009
16NO CAMONGEO
Avg
9/15/2009
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112009
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOmI
40132 11/15/2009
1600 CAMONGEO
Avg
11/15/2009
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32010
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOmI
40252 3/15/2010
110 CAMONGEO
Avg
3/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62010
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOmI
403" 6/15/2010
900 CAMONGEO
Avg
6/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92010
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOm1
40436 9/15/2010
16NO CAMONGEO
Avg
9/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122010
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/S00m1
4052712/15/2010
24 CAMONGEO
Avg
12/15/2010
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32011
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/S00m1
4%12 3/15/2011
1NO CAMONGEO
Avg
3/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62011
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOm1
40209 6/15/2011
6WO CAMONGEO
Avg
6/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92011
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/SOOm1
40801 9/15/2011
6WO CAMONGEO
Avg
9/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122011
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab mpn/1OOm1
4689212/15/2011
1900 CAMONGEO
Avg
12/15/2011
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/lwH
40983 3/15/2012
133 CAMONGEO
Avg
3/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
41162 9/15/2012
1200 CAMONGEO
Avg
9/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
4125812/15/2012
305 CAMONGEO
Avg
12/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32013
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
413" 3/15/2013
21.1 CAMONGEO
Avg
3/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62013
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
414Q 6/15/2013
682 CAMONGEO
Avg
6/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92013
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
41532 9/15/2013
10 CAMONGEO
Avg
9/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122013
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
4162312/15/2013
60 CAMONGEO
Avg
12/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32014
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
41213 3/15/2014
1CAMONGEO
Avg
3/15/2014
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-W-UN-
62014
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
41805 6/15/2014
1250 CAMONGEO
Avg
6/15/2014
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-W FEHIuent
92014
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
41892 9/15/2014
2200 CAMONGEO
Avg
9/15/2014
Alljuice Realty LLC - Alljuiw WN F
Henderson Asheville 002-MW EHIuent
122014
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
419N 12/15/2014
390 CAMONGEO
Avg
12/15/2014
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-MW EHIuent
32015
31616- Coliform, FewI Mt MFC%Q 44.5 C
Grab kA m!
mm 3/15/2015
6000 CAMO=
on
3/1M15
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
62015
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
42120 6/15/2015
1823 CAMONGEO
Avg
6/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
122015
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
4235312/15/2015
460 CAMONGEO
Avg
12/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
32016
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
424. 3/15/2016
3CAMONGEO
Avg
3/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
62016
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
42536 6/15/2016
5800 CAMONGEO
Avg
6/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92016
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
42628 9/15/2016
134.499071 CAMONGEO
Avg
9/15/2016
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-WWTF Effluent
122016
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
4271912/15/2016
1CAMONGEO
Avg
12/15/2016
Alljuice Realty LLC -Alljuiw WN F
Henderson Asheville 002-WWTF Effluent
12012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
42250 1/15/2017
1CAMONGEO
Avg
1/15/2017
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-WWTF Effluent
32012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/1mH
42809 3/15/2017
410 CAMONGEO
Avg
3/15/2017
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 001-WWTF Effluent
62012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab k/lwH
42901 6/15/2017
6WO CAMONGEO
Avg
6/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
22012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab M/1mH
42931 7/15/2017
1CAMONGEO
Avg
7/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
92012
31616- Coliform, FewI MF, MFC Broth, 44.5 C
Grab M/1mH
42993 9/15/2017
5200 CAMONGEO
Avg
9/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
62008
50050-Flow,m conduitor thro treatment plant
Calculated gpd
39614 6/15/2008
0.009 CAMONAVG
Avg
6/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
22008
50050-Flow,m conduitor thru treatment plant
Calculated gpd
396. 2/15/2008
0.002242 CAMONAVG
Avg
7/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82008
50050-Flow, in conduitthru treatment plant
Calculated gpd
39625 8/15/2008
0.W0 4CAMONAVG
Avg
8/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92008
50050-Flow,m conduitor thru treatment plant
Calculated gpd
39206 9/15/2008
0.W4662 CAMONAVG
Avg
9/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102008
50050-Flow, in conduitor thru treatment plant
Calculated gpd
3973610/15/2008
0.W9355 CAMONAVG
Avg
10/15/2008
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112008
50050-Flow, in conduit or thru treatment plant
Calculated gpd
39262 11/15/2008
0.002662 CAMONAVG
Avg
11/15/2008
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122008
50050-Flow, inconduitor thru treatment plant
Calculated gpd
3979712/15/2008
0.WN92 CAMONAVG
Avg
12/15/2008
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12009
50050-Flow, in conduit or thru treatment plant
Calculated gpd
39828 1/15/2009
0.008065 CAMONAVG
Avg
1/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22009
50050-Flow, in conduitthru treatment plant
Calculated gpd
39859 2/15/2009
0.W9286 CAMONAVG
Avg
2/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32009
50050-Flow, in conduitthru treatment plant
Calculated gpd
39882 3/15/2009
0.WN92 CAMONAVG
Avg
3/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42009
50050-Flow, in conduitthru treatment plant
Calculated gpd
39918 4/15/2009
0.W6662 CAMONAVG
Avg
4/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
52009
50050-Flow, in conduitthru treatment plant
Calculated gpd
399" 5/15/2009
0.W3226 CAMONAVG
Avg
5/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62009
50050-Flow, in conduitthru treatment plant
Calculated gpd
39929 6/15/2009
0.01 CAMONAVG
Avg
6/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22009
50050-Flow, in conduitthru treatment plant
Calculated gpd
4Wo 7/15/2009
0.WN92 CAMONAVG
Avg
7/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82009
50050-Flow, in conduitthru treatment plant
Calculated gpd
4WQ 8/15/2009
0.W8382 CAMONAVG
Avg
8/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92009
50050-Flow, in conduitthru treatment plant
Calculated gpd
40021 9/15/20N
0.010667 CAMONAVG
Avg
9/15/2009
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102009
50050-Flow, in conduitthru treatment plant
Calculated gpd
4010110/15/20M
0.W8382 CAMONAVG
Avg
10/15/2009
Alljuice Realty LLC -Alljuiw WN F
Henderson Asheville 002-W-I Effluent
11 No
50050-Flow,m conduit or thru treatment plant
Calculated gpd
4U132 11/15/20M
0.W8662 CAMONAVG
Avg
11/15/2009
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 00IMM EHIuent
122009
50050-Flow,Aconduitor thro [reatmen[p-
Calculated gpd
4016212/15/2009
0.006516CAMONAVG
Avg
12/15/2009
Alljuice Realty LLC - Alljuiw WN F
Henderson Asheville 002-W FEHIuent
12010
50050-Flow,m conduit or thro treatment plant
Calculated gpd
40193 1/15/2010
0.005161 CAMONAVG
Avg
1/15/2010
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-W FNfluent
22010
50050-Flow, in conduitthrutreatment plant
Calculated gpd
40224 2/15/2010
0.002143 CAMONAVG
Avg
2/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-Effluent
32010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40252 3/15/201G
0.W8382 CAMONAVG
Avg
3/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
42010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40283 4/15/201G
0.012 CAMONAVG
Avg
4/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
52010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40313 5/15/2030
0.W8382 CAMONAVG
Avg
5/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
62010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40344 6/15/2030
0.012 CAMONAVG
Avg
6/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40324 7/15/201G
0.014839 CAMONAVG
Avg
7/15/2010
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-WWTF Effluent
82010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40405 8/15/2010
0.031613 CAMONAVG
Avg
8/15/2010
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-WWTF Effluent
92010
50050-Flow, in conduitthru treatment plant
Calculated gpd
40436 9/15/2010
0.0. CAMONAVG
Avg
9/15/2010
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-WWTF Effluent
102010
50050-Flow, in conduitthru treatment plant
Calculated gpd
4046610/15/2010
0.044516 CAMONAVG
Avg
10/15/2010
Alljuice Realty LLC -Alljuiw WN F
Henderson Asheville 002-WWTF Effluent
112010
50050-Flow, in conduit or thru treatment plant
Calculated gpd
40492 11/15/2010
0.011333 CAMONAVG
Avg
11/15/2010
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122010
50050-Flow, in conduitthru treatment plant
Calculated gpd
4052212/15/2010
0.W8382 CAMONAVG
Avg
12/15/2010
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville ON-WWTF Effluent
12011
50050-Flow, in conduit or thru treatment plant
Calculated gpd
40558 1/15/2011
0.WN92 CAMONAVG
Avg
1/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
22011
50050-Flow, in conduitthru treatment plant
Calculated gpd
40589 2/15/2011
0.W8521 CAMONAVG
Avg
2/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
32011
50050-Flow, in conduitthru treatment plant
Calculated gpd
4%12 3/15/2011
0.002242 CAMONAVG
Avg
3/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
42011
50050-Flow, in conduitthru treatment plant
Calculated gpd
4%" 4/15/2011
0.01 CAMONAVG
Avg
4/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
52011
50050-Flow,m conduitor thru treatment plant
Calculated gpd
40628 5/15/2011
0.W6224 CAMONAVG
Avg
5/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
62011
50050-Flow, in conduitor thru treatment plant
Calculated gpd
40209 6/15/2011
0.W5662 CAMONAVG
Avg
6/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22011
50050-Flow, in conduitor thru treatment plant
Calculated gpd
40239 7/15/2011
0.W2903 CAMONAVG
Avg
7/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82011
50050-Flow, inconduitor thru treatment plant
Calculated gpd
40220 8/15/2011
0.W9355 CAMONAVG
Avg
8/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92011
50050-Flow, in conduitthru treatment plant
Calculated gpd
40801 9/15/2011
0.005 CAMONAVG
Avg
9/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102011
50050-Flow, in conduitthru treatment plant
Calculated gpd
4083110/15/2011
0.W4516 CAMONAVG
Avg
10/15/2011
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112011
50050-Flow, in conduit or thru treatment plant
Calculated gpd
4G862 11/15/2011
0.W3333 CAMONAVG
Avg
11/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122011
50050-Flow, in conduitthru treatment plant
Calculated gpd
4689212/15/2011
0.WW9 CAMONAVG
Avg
12/15/2011
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
50050-Flow, in conduit or thru treatment plant
Calculated gpd
40923 1/15/2012 8064.516129 CAMONAVG
Avg
1/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22012
50050-Flow, in conduitthru treatment plant
Calculated gpd
40954 2/15/2012 2068.965512 CAMONAVG
Avg
2/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
50050-Flow, in conduitthru treatment plant
Calculated gpd
40983 3/15/2012
15NO CAMONAVG
Avg
3/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42012
50050-Flow, in conduitthru treatment plant
Calculated gpd
41014 4/15/2012
2000 CAMONAVG
Avg
4/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
52012
50050-Flow, in conduitthru treatment plant
Calculated gpd
410" 5/15/2012 2580.645161
CAMONAVG
Avg
5/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62012
50050-Flow, in conduitthru treatment plant
Calculated gpd
41025 6/15/2012 5666.666662 CAMONAVG
Avg
6/15/2012
Alljuice Realty LLC -Alljuiw WN F
Henderson Asheville 002-W-I Effluent
2 2012
50050-Flow, in conduit or thru treatment plant
Calculated gpd
41105 7/15/2012 4225806452
CAMONAVG
Avg
7/15/2012
Alljuice Realty LLC-Alljuiw WN F
Henderson Asheville 002-W FEHIuent
82012
50050-Flow,m conduitor thro treatment plant
Calculated gpd
41136 8/15/2012 3225806452 CAMONAVG
Avg
8/15/2012
Alljuice Realty LLC - Alljuiw WNF
Henderson Asheville 002-MW EHIuent
92012
50050-Flow, inconduitor[hru [reatmen[plant
Calculated gpd
41162 9/15/20122333.333333
CAMONAVG
Avg
9/1 M12
Alljuice Realty LLC -Alljuiw WN F
Henderson Asheville 00NMM Nfluent
10 N.
50050-Flow,Aconduit or [hru treatmen[plant
Calculated gpd
41192 10/15/2012 161290"CAMO=
Avg
10/15/2012
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-W-Effluent
112012
50050-Flow, in conduit or thru treatment plant
Calculated gpd
41228 11/15/2012
4000 CAMONAVG
Avg
11/15/2012
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville ON-WWTF Effluent
122012
50050-Flow, in conduitthru treatment plant
Calculated gpd
41258 12/15/2012 1290,322581
CAMONAVG
Avg
12/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville ON-WWTF Effluent
22013
50050-Flow, in conduitthru treatment plant
Calculated gpd
41320 2/15/2013 3521428521 CAMONAVG
Avg
2/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville ON-WWTF Effluent
32013
50050-Flow, in conduitthru treatment plant
Calculated gpd
413" 3/15/2013 2580.645161
CAMONAVG
Avg
3/15/2013
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42013
50050-Flow, in conduitthru treatment plant
Calculated gpd
41329 4/15/2013
6.0 CAMONAVG
Avg
4/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62013
50050-Flow, in conduitthru treatment plant
Calculated gpd
414Q 6/15/2013 9333.333333 CAMONAVG
Avg
6/15/2013
Alljuice Realty LLC-Alljuiw WNF
Henderson Asheville 002-WWTF Effluent
22013
50050-Flow, in conduitthru treatment plant
Calculated gpd
41420 7/15/2013
13548.3821 CAMONAVG
Avg
7/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
82013
50050-Flow, in conduitthru treatment plant
Calculated gpd
41501 8/15/2013 8064.516129 CAMONAVG
Avg
8/15/2013
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
92013
50050-Flow,m conduitthru treatment plant
Calculated gpd
41532 9/15/2013
5000 CAMONAVG
Avg
9/15/2013
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville 002-WWTF Effluent
102013
50050-Flow, in conduitor thru treatment plant
Calculated gpd
4156210/15/2013
645.16129 CAMONAVG
Avg
10/15/2013
Alljuice Realty LLC-Alljuice WWTF
Henderson Asheville ON-WWTF Effluent
112013
50050-Flow, in conduitor thru treatment plant
Calculated gpd
41593 11/15/2013 1666.666667
CAMONAVG
Avg
11/15/2013

Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WNRFEffl,ent
12 2013
50050-Flow, in conduit,, [hru treatmen[plant
Calculated gpd
41623 12/15/2013 4516.129032 CAMONAVG
An
12/15/2013
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-W FEffluent
12014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41654 1/15/2014 1935,483871 CAMONAVG
An
1/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22014
50050-Flow,m conduit,, thr, treatment plant
Calculated gpd
41685 2/15/2014 7142,857143 CAMONAVG
An
2/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41213 3/15/2014 5806,451613 CAMONAVG
An
3/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41244 4/15/2014 5.0 CAMONAVG
An
4/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41805 6/15/2014 3WO CAMONAVG
An
6/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41835 7/15/2014 2258.064516 CAMONAVG
An
7/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
82014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41866 8/15/2014 5483.870968 CAMONAVG
An
8/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41892 9/15/2014 0CAMONAVG
An
9/15/2014
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41927 10/15/2014 1290,322581 CAMONAVG
An
10/15/2014
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
41958 11/15/2014 1666,666667 CAMONAVG
An
11/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
122014
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
419N 12/15/2014 1021.428521 CAMONAVG
An
12/15/2014
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42019 1/15/2015 1290,322581 CAMONAVG
An
1/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42028 3/15/2015 6224.193548 CAMONAVG
An
3/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42109 4/15/2015 2000 CAMONAVG
An
4/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
52015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42139 5/15/2015 6451,612903 CAMONAVG
An
5/15/2015
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42120 6/15/2015 6WO CAMONAVG
An
6/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
422M 7/15/2015 6129,032258 CAMONAVG
An
7/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W-FUN-
82015
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42231 8/15/2015 7419,354839 CAMONAVG
An
8/15/2015
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-MW EHIuen[
9 No
50050-Flow,Aconduit,, thr, [reatmen[p .
Calculated gpd
42262 9/15/2015 5666.666662 CAMONAVG
An
9/1M15
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-MW EHIuen[
102015
50050-Flow,Aconduit,r[hru [reatmen[plant
Calculated gpd
42292 10/15/2015 6451.612903 CAMONAVG
An
10/15/2015
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 00NMM EHIuen[
112015
50050-Flow,A conduit,, thr, treatmen[p .
Calculated gpd
won 11/15/2015 1666.666662 CAMONAVG
An
11/15/2015
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-W-F Effluent
12 2015
50050-Flow,m conduit,, thr, treatment plant
Calculated gpd
42353 12/15/2015 4193.548387 CAMONAVG
An
12/15/2015
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
423M 1/15/2016 5483870968 CAMONAVG
An
1/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42415 2/15/201610689,65517 CAMONAVG
An
2/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
424" 3/15/201612903,22581 CAMONAVG
An
3/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
42016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42425 4/15/2016 3666.666662 CAMONAVG
An
4/15/2016
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
5 2016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42505 5/15/2016 4193.548382 CAMONAVG
An
5/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
62016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42536 6/15/20161666.666662 CAMONAVG
An
6/15/2016
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
2 2016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42566 7/15/2016 4516.129032 CAMONAVG
An
7/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
82016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42592 8/15/2016 0CAMONAVG
An
8/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
92016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42628 9/15/2016 5WO CAMONAVG
An
9/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
102016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42658 10/15/2016 11290.32258 CAMONAVG
An
10/15/2016
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42689 11/15/2016 10666,66667 CAMONAVG
An
11/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
122016
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
4271912/15/2016 10NO CAMONAVG
An
12/15/2016
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
12012
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42250 1/15/2017 18500 CAMONAVG
An
1/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22012
50050-Flow,m conduit,, thr, treatment plant
Calculated gpd
42281 2/15/2017 5WO CAMONAVG
An
2/15/2017
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
3 2012
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42809 3/15/2017 4666.666667 CAMONAVG
An
3/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
42012
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
428Q 4/15/2017 2000 CAMONAVG
An
4/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WWTF Effluent
52012
50050-Flow, inconduit,, thr, treatment plant
Calculated gpd
42820 5/15/2017 8000 CAMONAVG
An
5/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
62012
50050-Flow, in conduit,, thr, treatment plant
Calculated gpd
42901 6/15/2017 3333.333333 CAMONAVG
An
6/15/2017
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 001-WWTF Effluent
22012
50050-Flow,m conduit,, thr, treatment plant
Calculated gpd
42931 7/15/2017 838)096224 CAMONAVG
An
7/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WVJTF Effluent
82012
50050-Flow,m conduit,, thr, treatment plant
Calculated gpd
42962 8/15/2017 967241935 CAMONAVG
An
8/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 001-WVJTF Effluent
92012
50050-Flow, in conduit,, thru treatment plant
Calculated gpd
42993 9/15/2017 2000 CAMONAVG
An
9/15/2017
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WVJTF Effluent
220M
50060- Chlorine, Total Residual
Grab mg/1
36222 7/15/2000 82 CAMONAVG
An
7/15/2000
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WVJTF Effluent
1120M
50060- Chlorine, Total Residual
Grab mg/1
36845 11/15/20M 21 CAMONAVG
An
11/15/2000
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WVJTF Effluent
112001
50060- Chlorine, Total Residual
Grab mg/1
32210 11/15/2001 81 CAMONAVG
An
11/15/2001
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WVJTF Effluent
112003
20295- Solids, Total Dissolved
Grab mg/I
329Q 11/15/2003 1WO CAMONAVG
An
11/15/2003
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WVJTF Effluent
220M
202% Solids, Total Dissolved
Grab mg/1
38183 7/15/2004 503 CAMONAVG
An
7/15/2004
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112006
202% Solids, Total Dissolved
Grab mg/1
39036 11/15/2006 1WO CAMONAVG
An
11/15/2006
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W-UN-
22002
20295- Solids, Total Dissolved
Grab mg/1
39228 7/15/2007 820 CAMONAVG
An
7/15/2007
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 00NMM EHIuen[
112002
20295- Solids, Total Dissolved
Grab mg/l
39401 11/15/2007 458 CAMONAVG
An
11/15/2002
Alljuice Realty LLC - Alljuice WN F
Henderson Asheville 002-MW EHIuen[
3 MM
20295-Solids,Total Dissolved
Grab mg/I
39522 3/15/2008 343 CAMO=
Avg
3/15/2008
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 00NMM EHIuen[
112008
20295-Solids,Total Dissolved
Grab mg/I
mm 11/15/2008 49O CAMO=
Avg
11/15/2008
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-W-Effluent
62009
202% Solids, Total Dissolved
Grab mg/l
39929 6/15/20N 318 CAMONAVG
An
6/15/2009
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
92009
202% Solids, Total Dissolved
Grab mg/l
40021 9/15/20N 316 CAMONAVG
An
9/15/2009
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112009
202% Solids, Total Dissolved
Grab mg/l
40132 11/15/20M 312 CAMONAVG
An
11/15/2009
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32010
202% Solids, Total Dissolved
Grab mg/l
40252 3/15/2010 348 CAMONAVG
An
3/15/2010
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
62010
202% Solids, Total Dissolved
Grab mg/l
40344 6/15/2010 336 CAMONAVG
An
6/15/2010
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112010
202% Solids, Total Dissolved
Grab mg/I
40492 11/15/2010 550 CAMONAVG
An
11/15/20W
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32011
202% Solids, Total Dissolved
Grab m/1
4%12 3/15/2011 86 CAMONAVG
An
3/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
22011
20295- Solids, Total Dissolved
Grab mg/l
40239 7/15/2011 393 CAMONAVG
An
7/15/2011
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112011
20295- Solids, Total Dissolved
Grab mg/l
4G862 11/15/2011 845 CAMONAVG
An
11/15/2011
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-WWTF Effluent
32012
20295- Solids, Total Dissolved
Grab mg/l
40983 3/15/2012 385 CAMONAVG
An
3/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22012
202% Solids, Total Dissolved
Grab mg/l
41105 7/15/2012 344 CAMONAVG
An
7/15/2012
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWT1 Effluent
112012
202% Solids, Total Dissolved
Grab mg/l
41228 11/15/2012 321 CAMONAVG
An
11/15/2012
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32013
202% Solids, Total Dissolved
Grab mg/l
413" 3/15/2013 228 CAMONAVG
An
3/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22013
202% Solids, Total Dissolved
Grab mg/l
41420 7/15/2013 205 CAMONAVG
An
7/15/2013
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112013
202% Solids, Total Dissolved
Grab mg/l
41593 11/15/2013 342 CAMONAVG
An
11/15/2013
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32014
202% Solids, Total Dissolved
Grab mg/l
41213 3/15/2014 610 CAMONAVG
An
3/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22014
202% Solids, Total Dissolved
Grab mg/1
41835 7/15/2014 328 CAMONAVG
An
7/15/2014
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-WWTF Effluent
112014
202% Solids, Total Dissolved
Grab mg/1
41958 11/15/2014 305 CAMONAVG
An
11/15/2014
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32015
202% Solids, Total Dissolved
Grab mg/1
42028 3/15/2015 560 CAMONAVG
An
3/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22015
202% Solids, Total Dissolved
Grab mg/I
422M 7/15/2015 1329 CAMONAVG
An
7/15/2015
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
32016
202% Solids, Total Dissolved
Grab mg/1
424. 3/15/2016 1010 CAMONAVG
An
3/15/2016
Alljuice Realty LLC-Alljuice WN F
Henderson Asheville 002-WWTF Effluent
22016
202% Solids, Total Dissolved
Grab mg/1
42566 7/15/2016 638 CAMONAVG
An
7/15/2016
Alljuice Realty LLC -Alljuice WN F
Henderson Asheville 002-W-1 Effluent
112016
20295- Solids, Total Dissolved
Grab mg/1
42689 11/15/2016 800 CAMONAVG
An
11/15/2016
Alljuice Realty LLC-Alljuice WNF
Henderson Asheville 002-W FEHIuen[
32012
20295- Solids, Total Dissolved
Grab mg/I
42809 3/15/2017 1290 CAMONAVG
An
3/15/2017
Alljuice Realty LLC - Alljuice WNF
Henderson Asheville 001-W FEffluent
22012
20295- Solids, Total Dissolved
Grab mg/I
42931 7/15/2017 522 CAMONAVG
An
7/15/2017