WQ0035784_More Information (Received)_20220407

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) * WQ0035784
Applicant/Permittee Wallace Loft, 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* Madelyn Mills
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*
9843659160
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: *
WQ0035784
Has Current Existing permit number
Applicant/Permittee Address*
5 Bryant Park, 28th Floor, New York, NY 10018
Facility Name*
The Cottages of Boone WWTP
Please provide comments/notes on your current submittal below.
Permit modification and application documents enclosed
Combining the PDF files removed all of the applicant's signatures (completed with DocuSign).
The signed copies have been sent separately via email.
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.)
additional info doc.pdf 17.49MB
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 4/7/2022

April 4, 2022
Ms. Lauren Raup-Plummer, Engineer III
Division of Water Resources
Subject: Application No. WQ0035784
Additional Information Request
The Cottages of Boone
Wastewater Irrigation System
Watauga County
Ms. Raup-Plummer,
Thank you for your assistance with the permit renewal application process. Below please find our responses to the
Additional Information Request dated January 6, 2022. Requested documentation attached.
B. Application:
1.Within Section IV – Billing Information, an address of 615 Fallview Lane, Boone, NC 28607 was provided. This
appears to be the facility address. The mailing address listed for Wallace Loft LLC per the Secretary of State
business registration records, and our records for the billing address of the facility, is 2626 Glenwood Avenue,
Suite 550, Raleigh, NC 27608. Please confirm that the Permittee wishes to change the billing address to 615
Fallview Lane, Boone, NC 28607. It is our request that the billing address be changed to 615 Fallview Lane,
Boone, NC 28607.
2.Within Section V – Operation in Responsible Charge (ORC) Information, a back-up ORC has not been
designated. Pursuant to 15A NCAC 02T .0117(a), the designation of both an ORC and a Back-Up ORC are
required by the Water Pollution Control System Operators Certification Commission (WPCSOCC). Please
designate a back-up ORC and update the records as needed with WPCSOCC. Mr. Todd Robinson has been
designated Backup ORC on [date]. Designation form attached.
3.There appears to have been some confusion with regards to Section VI – Open-Atmosphere Structures. The
Freeboard (ft) does not refer to the diameter of the tank structure. Freeboard is the distance between the designed
full waterline and the top of the structure. Pursuant to 15A NCAC 02T .0505(d), the freeboard in the open-
atmosphere storage units must be at least two feet. Please revise as needed. The correct freeboard height in the
Wet Weather Storage tank is 15.0 Ft and the 5-Day Upset Tank is 18.75 Ft as of April 4, 2022. Please see updated
application form [attached].
4.The “Relationship Type” for the related collection system permit (WQCSD0738) is incorrect. Please select the
correct relationship type (i.e. Upstream Sewer) from the drop-down menu. The revision has been made. Please see
updated application form [attached].
5.The deeded owners listed in Section IV – Irrigation Fields appear to be incorrect. Attachment B of the existing
permit dated October 25, 2017 indicates that the fields are located on parcels owned by Wallace Loft LLC and not
CCC-Boone, LLC. Please confirm that the deeded owner of the parcels receiving wastewater irrigation activity is
Wallace Loft LLC and revise the table accordingly. The owner is Wallace Loft LLC. The table has been updated.
Please see updated application form [attached].
D. Attachment B – Signature Authority Delegation:
1.The applicant indicated that the signature authority provided in Section I, Item 3 of the application
requires a designation letter pursuant to 15A NCAC 02T .0106(c). The delegation letter was not provided within
the uploaded submittal. Please provide the delegation letter for our review. Executed Delegation of Signatory
Authority letter attached.
G. Attachment E – Operational Agreement:
1.The response under Attachment E indicated that the applicant is a Developer of Lots to be Sold. Pursuant
to 15A NCAC 02T .0115(a)(2), an executed Operational Agreement form is to be provided. This form was not
included within the uploaded submittal. Please provide an executed copy of the appropriate Operational
Agreement form for our review. The applicant is not a Developer of Lots to be Sold. Please see updated
application form [attached].
I. Attachment G – Property Ownership Documentation:
1.Within Attachment G, the Permittee indicated that they do not own all of the land associated with the
wastewater collection, treatment, conveyance, and irrigation system. Please provide additional information
pertaining to this response including a copy of all easements, lease agreements, and encroachment agreements
necessary for the Permittee to operate and maintain The Cottages of Boone wastewater treatment and irrigation
system. Easement documents attached.
J. Attachment H – Affiliations:
1.Within Attachment H, the applicant has indicated that the affiliations of record are correct. Our database
indicates the following individuals as being affiliated with this permit. Sean Devine, Sylvester Brandon, and
Ashley Vargo. The applicant information provided is for Sean Dwyer, and it is unclear whether the other
individuals are still associated with this facility and permit. Please check the affiliations on our website
(Affiliations Check URL) and confirm that all listed affiliations are accurate and up-to-date. If the current
affiliations listed are no longer correct, please provide us with the correct individuals and their contact
information so that our records may be updated. We would like to remove Sean Devine and add Sean Dwyer.
L. Attachment J – Civil Penalties and Outstanding Violations:
Per the Notice of Deficiency dated October 25, 2021, please indicate whether the following deficiencies have
been addressed: 1) Has the Spill Response Plan required under Condition III.1 of the existing permit been updated
and posted at the requested locations? A Spill Response Plan was developed and issued to the Cottages of Boone
and was forwarded to Ms. Caitlin Caudle with NCDEQ on November 1, 2021. The Plan has been posted at both
the Plant and the Clubhouse. Spill response plan attached.
2) Have the repairs to the wet weather storage tank, anoxic tank, freeboard marker and rain sensor been made?
Please provide an update on the status of these deficiencies and items of concern. If the Spill Response Plan has
been updated, then please provide a copy for our records.
The 14-day wet weather storage tank leaks noted were addressed and sealed the same day as the
inspection. As this structure is made of metal panels secured together with screws, there is the risk that these
issues will persist. With changing weather and pressures on the tank, we will continue to monitor for additional
seepage.
The Pre-Annox tank has two small holes at the bottom of the tank under the drain valve. This large
plastic tank is located inside the treatment plant building. Repairing or replacing the tank is complicated by the
structure of the building itself and the composition of the tank. The tank was not leaking at the time of the
inspection nor at present. Options discussed include replacing the existing valve and flange with an even bigger
flange to absorb the holes or having the tank plastic welded to seal the holes from both sides. The holes in the tank
were sealed prior to the inspection and were not leaking, but more permanent repairs are needed. We are
currently looking for contractors who can perform the valve replacement or plastic welding as a permanent repair.
The freeboard indicator on the 5-day upset tank is in a working state and was working properly at the time
of the inspection. The tank has a floating mat that was installed by the previous operations company to
discourage algae growth in the tank. The mat was supposedly seeded to propagate growth of vegetation to assist
in blocking sunlight entering the tank. Since installation of the mat, no proper vegetative maintenance has been
performed. At the time of inspection, the wind was blowing the mat on the surface of the tank and bumping the
freeboard marker cable inside the tank, causing slight, momentary fluctuations to the freeboard marker. Cottages
of Boone and Envirolink staff have contacted several tree companies to remove the vegetation, however, no
companies have committed to perform the work due to safety and logistical concerns. Envirolink staff are
currently working to lower the water level to the bottom of the tank to allow the vegetation and mat to be removed
from the tank entirely in a safe manner. At the date of this submission to the State, the freeboard level in the
5-day upset tank is 18.75 ft which shows we have lowered tank level by 16.75 ft since the inspection date.
A new moisture sensor has been installed to the irrigation system and is operating as designed.
Please see the attached Spill Response Plan which is on site at the wastewater treatment plant and the
Cottages of Boone office as requested.
O. Additional Documentation:
Existing Permit:
1. Please review the facility description in the existing permit and confirm that the remaining treatment
components are still installed.
All treatment components described in the existing permit remain at the treatment facility except for the (2) 4 HP
Submersible Transfer Pumps in the Equalization Basin. These pumps were removed from service by the previous
operations firm, and were replaced by a single knife valve inline between the equalization basin and the rotary
drum screen to allow for gravity transfer of the raw waste versus mechanical means.
Site Inspection by Regional Staff:
1.During the recent site inspection, it was noted that a valve transferring wastewater from the equalization (EQ)
basin to the rotary brush screen had been installed. The installed valve appears to serve as a bypass. Pursuant to
15A NCAC 02T .0505(j), bypasses and overflows are prohibited. This change was made without a permit
modification, and the valve should either be removed or a permit modification - including the necessary
engineering documents (i.e. plans and specifications), appropriate application form, and information regarding the
purpose of the valve - should be submitted for our review. Please provide additional information and explanation
of the valve installed between the EQ basin and the rotary brush screen, and the Permittee’s plans for the valve.
The valve is installed in between the Equalization Basin and the rotary drum screen and serves as the only means
of transmission of the raw wastewater from the EQ basin to the treatment process. It is understood that the valve
was installed by the previous operations company to replace pumps originally installed in the EQ basin to pump
the raw wastewater to the plant. It is our understanding that the original equalization pumps were frequently
becoming clogged due to debris entering the EQ basin and creating high-level conditions and/or overflows from
the equalization basin. The valve was installed to eliminate the need for mechanical pumping and utilize gravity
flow to move the raw wastewater into the treatment plant.
The valve is controlled by the PLC that controls all functions of the treatment plant and is programmed to open
and close according to water levels in the rotary drum screen sump tank to move the raw wastewater from the EQ
basin to the treatment process. It is in the best interest of the Cottages of Boone to keep the valve in place and
continue to utilize it as the primary means of conveyance, as it has been working properly since it was installed,
and greatly reduces maintenance issues with the equalization basin pumps.
The Cottages of Boone does not believe the knife valve is considered a bypass or overflow based on 15A NCAC
02T .0505(j), bypasses and overflows are prohibited, since the water exiting the equalization basin is currently
entering the next stage of treatment, the rotary drum screen, as originally permitted, and therefore the wastewater
flow is not bypassing any portion of the treatment process. Additionally, the knife valve in question is operating
in the lower 30% of the equalization basin, which cannot be defined as an overflow for the equalization basin and
must be controlled by the PLC to open.
2/4/2022: We consulted with Mark Brooks of Brooks Engineering to execute updated drawings to include
the knife valve. In addition, we inquired about engineering a secondary outlet from the EQ basin to the
drum screen in the permit modification request. This request would entail the installation of a PVC line
installed by a flange to the side of the tank at roughly the 90% or 18 ft. elevation of the EQ basin. It
would then fall to a WYE fitting on the discharge side of the existing knife valve that flows to the drum
screen. If permitted and installed, it would allow the EQ basin to flow through this line and into the drum
screen in a high-level situation in the EQ basin versus breaching the top of the tank and creating an
overflow event.
3/10/2022: Approval was granted from the NCDEQ Non-Discharge Branch to submit a permit
modification application for the knife valve in question, as well as the proposed secondary outlet from the
EQ basin to the drum screen. All engineering documents will be supplied by Brooks Engineering and will
be submitted with the permit modification application.
4/4/2022: Brooks Engineering has conducted its evaluation and provided the updated drawings and
technical summary.
It is our intent to provide accurate and detailed information in support of NCDEQ’s permit modification evaluation and
renewal efforts. We appreciate the Division’s willingness to work with us as we move forward.
Sincerely,
Sean Dwyer
Wallace Loft, LLC – The Cottages of Boone
CC:
Don Feller, Envirolink
Eric Youngs, Envirolink
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 – WASTEWATER IRRIGATION SYSTEM – RENEWAL
FORM: WWIS-R 02-21

FORM: WWIS-R 02-21 Page 1 of 6
Pursuant to 15A NCAC 02T .0107(b), if the application does not include all required i nformation and the necessary supporting
documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15A
NCAC 02T .0100, 15A NCAC 02T .0500, and Division Policies. For more information, visit the Water Quality Permitting
Section’s Non-Discharge Branch website. The Applicant shall submit an electronic copy of the application and attachments
uploaded as a single Portable Document Format (PDF) file to https://edocs.deq.nc.gov/Forms/NonDischarge-Branch-Submittal-
Form-Ver2, or emailed to [e-mail] if less than 20 megabytes (MB).
SECTION I – APPLICANT INFORMATION
1. Applicant: Wallace Loft LLC d.b.a. The Cottages of Boone
2. Permit No.: WQ0035784
3. Signature authority: Sean Dwyer Title: Director
Phone number: [phone] Select Email: [e-mail]
4. Mailing address: 5 Bryant Park, 28th Floor
City: New York State: NY Zip: 10018-
5. Contact person: Christopher Garnic Email: [e-mail]
Primary phone number: [phone] Select Secondary phone number: ( ) - Select

SECTION II – FACILITY INFORMATION
1. Physical address: 615 Fallview Ln. County: Watauga Parcel No.: 2900326210000
City: Boone State: NC Zip: 28607-
2. Treatment facility coordinates to the sixth decimal degree:
Latitude: 36.197996° Longitude: -81.700029° Method: Geodetic quality GPS survey

SECTION III – FLOW INFORMATION
1. Permitted flow: 108530 GPD (The maximum allowable flow based on what has been permitted)
2. As-built flow: 108530 GPD (The maximum allowable flow based on what has been constructed)
3. Average flow: 58549 GPD (The average of all reported flows on the previous calendar year’s NDMRs)
4. Hydraulic capacity: 53 % (Divide the average flow in Item 3 by the As-built flow in Item 2)
5. Wastewater composition: Domestic : 100 % Industrial: % Stormwater: %

SECTION IV – BILLING INFORMATION
1. Billing address: 615 Fallview Ln
City: Boone State: NC Zip: 28607-
2. Verify the Applicant does not have any overdue annual fees:
https://deq.nc.gov/about/divisions/water -resources/water-resources-permits/wq-epayments
Pursuant to 15A NCAC 02T .0120(c), permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.

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SECTION V – OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION
1. ORC: Donald Feller Grade: SI Certification No.: 997311
Mailing address: 773 Sanford Ave
City: Mocksville State: NC Zip: 27028-
Phone number: [phone] Office Email: [e-mail]
2. Back-Up ORC: Grade: Certification No.:
Mailing address:
City: State: Zip: -
Phone number: ( ) - Select Email:

SECTION VI – OPEN-ATMOSPHERE STRUCTURES
1. List all open-atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if
necessary.
Type Parcel No. Volume (gal) Liner Type Freeboard (ft) Latitude Longitude
5-Day Upset 2900-32-6210 548,000 Full, metal 21 36.19913° -81.70090°
Storage 2900-32-6210 1,562,000 Full, metal 7 36.19913° -81.70090°
Select Select . ° - . °
Select Select . ° - . °

SECTION VII – RELATED PERMITS
1. List all wastewater permits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permi t.
Attach additional sheets if necessary.
Permit Type Permit No. Relationship Type
Sewer NC0089991 NPDES
Discharge NC0042770 Receiving WWTP
Collection System WQCSD0738 Upstream sewer
Select Select

SECTION VIII – MONITORING WELLS
1. List all groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary.
Well Name Parcel No. Status Gradient Location Latitude Longitude
MW1 2900228697000 Active Downgradient Outside Compliance Boundary 36.2014° -81.7045°
MW2 2900228697000 Active Downgradient Outside Compliance Boundary 36.1995° -81.7004°
MW3 2900326210000 Active Downgradient Outside Compliance Boundary 36.2015° -81.7024°
Select Select Select . ° - . °
Select Select Select . ° - . °
Select Select Select . ° - . °
Select Select Select . ° - . °
Select Select Select . ° - . °
Select Select Select . ° - . °
Select Select Select . ° - . °
Select Select Select . ° - . °
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SECTION IX – IRRIGATION FIELDS
1. List all irrigation fields associated with the renewing permit. Attach additional sheets if necessary.
Field County Parcel No. Deeded Owner Area Cover Crop Latitude Longitude
1 WATAUGA 2900228697000 Wallace Loft, LLC 2.80 MIXED
HARDWOOD/PINE 36.202779° -81.705226°
2 WATAUGA 2900228697000 Wallace Loft, LLC 2.70 MIXED
HARDWOOD/PINE 36.202203° -81.704549°
3 WATAUGA 2900228697000 Wallace Loft, LLC 1.86 MIXED
HARDWOOD/PINE 36.202258° -81.703531°
4 WATAUGA 2900228697000 Wallace Loft, LLC 2.72 MIXED
HARDWOOD/PINE 36.201789° -81.702476°
5 WATAUGA 2900326210000 Wallace Loft, LLC 1.72 MIXED
HARDWOOD/PINE 36.19994° -81.698554°
6 WATAUGA 2900326210000 Wallace Loft, LLC 2.59 MIXED
HARDWOOD/PINE 36.199283° -81.699303°
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Total Acreage: 14.39

ATTACHMENT A – SITE MAP
Was the facility originally permitted or had a major modification issued after September 1, 2006?
Yes – Pursuant to 15A NCAC 02T .0105(d), submit a site map pursuant to the requirements in 15A NCAC 02T .0504(d). These
requirements are:
A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and show ing
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.
No – Skip Attachment A.

ATTACHMENT B – SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section I, Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)?
Yes – Skip Attachment B.
No – Submit a delegation letter pursuant to 15A NCAC 02T .0106(c) authorizing the signature authority to sign.

ATTACHMENT C – FLOW REDUCTION
Does the existing permit include an approved flow reduction?
Yes – Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow
contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the approved
flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in 15A
NCAC 02T .0114(f).
No – Skip Attachment C.

ATTACHMENT D – CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
Is the Applicant a Privately-Owned Public Utility?
Yes – Pursuant to 15A NCAC 02T .0115(a)(1), submit the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise.
No – Skip Attachment D.

ATTACHMENT E – OPERATIONAL AGREEMENT
Is the Applicant a Home/Property Owners' Association or Developer of Lots to be Sold?
Yes (Home/Property Owners' Association) – Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: HOA). Pursuant to 15A NCAC 02T .0115(c), if the applicant is a legally formed Homeowners' or Property Owner's
Association, submit a copy of the Articles of Incorporation, Declarations, and By-laws.
Yes (Developer of Lots to be Sold) – Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: DEV). Pursuant to 15A NCAC 02T .0115(b), if the applicant is a developer of lots to be sold, submit a copy of the
Articles of Incorporation, Declarations, and By-laws.
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No – Skip Attachment E.

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ATTACHMENT F – DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES
Is the applicant a municipality, county, sanitary district, or public utility?
Yes – Proceed to the next question.
No – Skip Attachment F.
Does the hydraulic capacity in Section III, Item 4 exceed 70%?
Yes (the hydraulic capacity is greater than 70%, but less than 80%) – Pursuant to 15A NCAC 02T .0118(1), prior to exceeding
80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee
shall submit an engineering evaluation of their future wastewater treatment, utilization, and disposal needs. This evaluation shall
outline plans for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the existing system,
elimination or reduction of extraneous flows, or water conservation and shall include the source of funding for the improveme nts.
If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater treatment needs will be
met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other
measures to achieve waste flow reductions.
Yes (the hydraulic capacity greater than 80%) – Proceed to the next question.
No – Skip Attachment F.
If answered Yes above, does the hydraulic capacity in Section III, Item 4 exceed 80%?
Yes (the hydraulic capacity is greater than 80%) – Pursuant to 15A NCAC 02T .0118(2), prior to exceeding 90 percent of the
system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain a ll
permits needed for the expansion of the wastewater treatment, utilization, or disposa l system and, if construction is needed,
submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is pr oposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future
growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions.
No – Skip Attachment F.

ATTACHMENT G – EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment, conveyance, and irrigation syste m?
Yes – Skip Attachment G.
No – Pursuant to 15A NCAC 02T .0116(c), provide a copy of all easements, lease agreements, and encroachment agreements
allowing the Permittee to operate and maintain the wastewater collection, treatment, conveyance, and irrigation system on
property not owned by the Permittee.

ATTACHMENT H – AFFILIATIONS
Are the Permittee’s affiliations of record correct? Check affiliations.
Yes – Skip Attachment H.
No – Provide the corrected affiliations and their contact information.

ATTACHMENT I – COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules ? (See Section I of the most recently issued permit)
Yes – Submit documentation that the compliance schedules have been met.
No – Skip Attachment I.

ATTACHMENT J – CIVIL PENALTIES AND OUTSTANDING VIOLATIONS
Does the Permittee have any existing civil penalties or outstanding violations?
Yes (civil penalties) – Submit payment for the civil penalty, or proof of remission request.
Yes (violations) – Submit a copy of your response to the Notice of Violation.
No – Skip Attachment J.

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ATTACHMENT K – INDUSTRIAL WASTEWATER
Does the wastewater composition in Section III, Item 5 include any industrial wastewater?
Yes – Proceed to the next question.
No – Skip Attachment K.
Has the nature of the industrial wastewater changed since the last permit issuance (i.e., changes in industrial process, introduction of
new materials or chemicals, etc.)?
Yes – Provide a chemical analysis of the wastewater pursuant to the requirements in 15A NCAC 02T .0504(h). Provide an
overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing proces s;
and an overview of the cleaning and treatment methodology.
No – Provide an overview of the manufacturing process; an inventory of all chemical and biological mater ials used in the
manufacturing process; and an overview of the cleaning and treatment methodology.

ATTACHMENT L – SETBACK WAIVERS
Does the existing permit include setback waivers?
Yes – Pursuant to 15A NCAC 02T .0506(d), provide setbacks waivers that have been written, notarized, signed by all parties
involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance
with 15A NCAC 02L .0107.
No – Skip Attachment L.

APPLICANT’S CERTIFICATION
I, attest that this application
(Signature authority’s name as noted in Section I, Item 3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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 as incomplete. I further certify pursuant to 15A NCAC 02T .0120(b), that the applicant, or any
parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously abandoned
a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with any compliance
schedule in a permit, settlement agreement, or order; not paid an annual fee.
Note: The Applicant’s Certification shall be signed pursuant to 15A NCAC 02T .0106(b). An alternate person may be delegated as
the signing official if a letter is provided pursuant to 15A NCAC 02T .0106(c). Pursuant to § 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:
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA:
Email: Laserfiche Upload:
[e-mail] https://edocs.deq.nc.gov/Forms/NonDischarge-Branch-
Submittal-Form-Ver2

DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D
07-Apr-2022 | 2:54 AM SGT

January 21, 2022
January 21, 2022
Division of Water Resources
Non-Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Permit No. WQ0035784
Signature Authority Designation
Cottages of Boone
Wastewater Irrigation System
WATAUGA County
To Whom It May Concern:
As an appropriate signing official for The Cottages of Boone as designated by 15A NCAC 2T .0106, I
hereby delegate authority to sign and certify all permit applications, reports or other permit related
documents to the following staff for the following permit types (sewer, spray, land application) and/or
permit numbers:
Position
Person
Currently in
Position
Permit Type
or Permit
Number
Director Sean Dwyer WQ0035784

If you have any questions, please contact me at the following:
Permittee/Applicant name: Sean Dwyer
Title: Director
Complete mailing address: 5 Bryant Park , 28th Floor
City: New York State: NY Zip: 10018
Telephone number: [phone] Facsimile number: ( _____ )
Sincerely,

_________________________________
Sean Dwyer
DocuSign Envelope ID: DDD3BF12-7DEA-41C9-B62F-EF574BBA9EC2
22-Jan-2022 | 6:30 AM SGT
FILED region Toor—cl
Register�of Deeee Sd5s, Watauga Lo, NC
NC
Real,dlngstate TX $20 �00
201 � 020002300 AGMT
Bk: BR1208557 P9:569
02/08/2011 04 38.21 PM 113
I20I11 O2OB000OI12300IIII I ��II III I III
Prepared by and return to Walker 8 Diire, Attorneys at Law
783 West Kingg Street
Boone, North Carolina 26607
STATE OF NORTH CAROLINA SHARED SPRING AGREEMENT
COUNTY OFWATAUGA
THIS SHARED SPRING AGREEMENT, made this 2a day of February, 2011, by and between
James L. Vannoy and wife Peggy S. Vannoy (hereinafter called Party of the First Part), and Ralph League
and wife, Andrea League (hereinafter called Party of the Second Part);
WHEREAS. the Party ofthe First Pan is the owner 0fthe property fully described in the dead recorded
in Watauga County Public Registry, Book 1421, Page 424, and identified as PIN 2900-32-5914-000,
WHEREAS, the Party of the Second Party is the owner of the property fully described in the dead
recorded in Watauga County Public Registry, Book Page5o;
175I
WHEREAS, the Party of the First Part has upon its property a remain spring (hereinafter referred to
as "Spring") for domestic water purposes;
WHEREAS, me Parties hereto with to formalize their arrangement for the shared use of the Spring
as provided below.
NOW, THEREFORE, for good and lawful considerations flowing from this agreement, the adequacy
of which is hereby mutually acknowledged, it is agreed and covenanted as follows:
1. The Party of the First Pad hereby grants, bargains, sells and conveys unto the Party of the
Second Part, their heirs. successors and assigns a one-half undivided interest in and to that
existing Spring located on the aforesaid property, together with a perpetual right-of-way and
easement to repair, maintain and replace said Spring and accessories and waterlines
leading from saitl Spring to the property of the Party of the Second Part,
2. The Party of the First Part hereby agrees to keep the electrical service to the water pump
serving said Spring on at all times so that the pump will be functioning at all times.
3. The Parties hereto hereby agree that they shall each be responsible for one half of the actual
costs of operating, maintaining and repairing the Spring and water pump attached thereto.
This obligation shall take effect on the date of this Agreement.
4. Both Parties hereto agree that only one residence on the property of the Party of the First
Part and only one residence on the property of the Party of the Second Part shall use water
fromssul Spring. No additional residences or other users shall hook onto and use water from
said Spring without the prior written permission of both Parties.
5. The terns and provisions ofthis Agreement shall be binding upon and inure to the behalf of
the Parties hereto, their heirs, successors and assigns and it being understood that this
Agreement shall mo with the lands of the Parties and Is an easement appurtenant to the
lands of the Parties.

BR1557 SJO 2/3
IN 4VITNE WH? REOf,tha PaAes tmtio Have hereunto 5H ftIl hsrrJs ami s£aii ft dey acid
year O(§t abovCerdtten.
6j.:�K�
Amhea ieayie'
COUNfYOE (&M._„•
1, NF� RP—C .at•YUIarS•PUWico*geld CmmlY and Ste[e. dD herebyc9 tlly lttBf Nalph
League and Mfs Ar>Aaa U89W:.; Iw!IoAafM appeared befm nee mm l4ay ON ecknoiv gsd t dw
Y.p'AA tef 11,E Coregomg il?$1!#IYY nt fa the A X'Pp &SNieraN ezptc6sad'.
ftAvyhamando ctalWn .hsf _k ft pf Fetittmy.. MI 1.
-. -+. .
D,.'bLaR"PUbIW wr oc
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BR!557 �I57�J611313
�1�11 U����������i►���i�i�������
IN WITNESS WHEREOF, the Parties hereto have hereunto set their hands and seals the day and
year first above written.
o•vw-4 �a lJ �"']
�Ja�ir L. Vannoy
eggy .V nnoy
STATE OF a
COUNTY OF -N
I, /y fGq,fd erdpie/f7 , a Notary Public of said County and State, do hereby certify that James L.
Vannoy And Peggy S.Vannoy, personally appeared before me this day and acknowledged the due execution
of the foregoing instrument for the purposes therein expressed.
Witness my hand and official seal, this the q day of February, 2011.
Notary Pu lic
My commission expires:
—L
•V�+""'O- Mngr ,G ERDWEIN
Notary Pumic State of Flmltfa
' My CaEaoitea Afs/28, 2O,I
• - Commssien z DD ?"fig
+u,',k't"�� R�inao imrvgM1NaEpytNoptyFyt.

Y
Prepared by and return to: Walker s DiVenere,
783 West Xing Street, Boone, NC 28609 (828)
FILED Joann munsend
Register of Deeds, Watauga Co. NC
Fee Not $26 00
ak 1632 Pg 826 (14)
Recorded: 05111/2012 at 04 16 40 PM
Doc No 604201 Kind RGMT
III IIIIIIII IIIIIIII II II II III III III
Attorneys at Law
268-9690
ACCESS AND UTILITY EASEMENT AGREEMENT
THIS ACCESS AND UTILITY EASEMENT AGREEMENT (this "Agreement') is made
and entered into m of the ri�'day of May, 2012, by and among Garry M. Henson, Joyce C.
Henson, Glenn Hicks and Donna H. Hicks (collectively, "Grantors"), and CCC-Boone, LLC, a
Delaware limited liability company ("Grantee").
WHEREAS, on even date herewith, Grantee has purchased and acquired from Grantors a
parcel of real estate located in Watauga County, North Carolina, being a portion of the larger
parcel of real estate owned by Grantee in Watauga County, North Carolina legally described on
Exhibit "A" attached hereto (the "Grantee Property");
WHEREAS, Grantors own a parcel of property located immediately to the north of the
Grantee Property, which real property is legally described on Exhibit`B" attached hereto (the
"Grantor Property");
WHEREAS, Grantee is developing and constructing a student housing development on
the Grantee Property (the "Project');
WHEREAS, in order to obtain ingress, egress and utility services from the Project to a
public road way, Grantee requires an easement for access, ingress and egress and utilities to be
established for the benefit of the Grantee Property and any owners and/or tenants thereof at the
location therefor described on Exhibit "C" attached hereto (the "Permanent Easement Area"), all
on and subject to the terms and conditions hereof.
Aces Ewnnent - I Igg on - Capstone - annnc

DOC# 604201
8k 1632 Pg 827
Doc No. 604201 Kind PGMT
NOW, THEREFORE, for and in consideration of the mutual covenants and agreements
contained herein and other good and valuable consideration, the receipt and sufficiency of which
are hereby acknowledged, the parties hereto, intending to be legally bound, do hereby covenant
and agree as follows:
1. Grant of Permanent Easement. Grantors hereby grant and convey to Grantee, its
successors and assigns, for Grantee's use, enjoyment and benefit, and for the use enjoyment and
benefit of all lessees and tenants of the Grantee Property and all employees, agents, invitees,
licensees and guests of Grantee or Grantee's lessees and tenants, and subject to all matters now
affecting title to or use of the Grantor Property, a perpetual easement for the purposes of (i)
constructing and maintaining an asphalt driveway, sidewalks and related improvements (the
"Improvements"), (it) constructing, installing, maintaining, repairing and/or replacing, as
applicable, all utilities necessary and convenient to Grantee in the use and enjoyment of the
Grantee Property, including, without limitation, stormwater management facilities, electric, gas,
cable, telephone and intemet (the "Utilities"), (iii) constructing, installing maintaining, repairing
and/or replacing, as applicable, Signage for the Project (the "Project Signage") and (iv) providing
pedestrian and vehicular ingress and egress over and across the Permanent Easement Area for
purposes of providing direct access to and from Poplar Grove Road (the "Permanent Easement").
The Permanent Easement is to be used exclusively for the benefit of the Grantee Property, except
that the owners of the Grantor Property and all employees, agents, invitees, licensees and guests
of Grantor or Grantor's lessees and tenants may travel over the Permanent Easement and use the
improvements constructed thereon for ingress and egress to and from the Grantor Property and
Poplar Grove Road.
2. Permanent Easement Perpetual; Termination. The Permanent Easement is
perpetual, runs with the land, is intended to confer restrictions and benefits on and to the parties
hereto, constitutes an equitable servitude. It is the intention of the parties hereto that the holders
of all existing and future mortgages and other interests with respect to all or any portion of either
the Grantor Property or the Grantee Property shall acquire and/or hold their respective mortgages
and other interests subject and subordinate to this Agreement and the Permanent Easement, and
that the foreclosure or other exercise of rights by any such holder shall not terminate or cancel the
Permanent Easement or this Agreement in any respect.
3. Grant of Temporary Easement. Grantors hereby convey to Grantee, for Grantee's
use, enjoyment and benefit, and the use, enjoyment and benefit of any subsequent owner or
owners of the Grantee Property, and subject to all matters now affecting title to or use of the
property herein described, a temporary non-exclusive easement appurtenant to the Grantee
Property in the location described on Exhibit "D" attached hereto for the purpose of constructing
and installing the Improvements, Utilities and Project Signage (the "Temporary Easement" and
collectively with the Permanent Easement, the "Easements"). The Temporary Easement will
automatically terminate upon completion of construction and installation of the Improvements,
Utilities and Project Signage and removal of all equipment and material from the Grantor
Property other than any items that are permitted to remain on the Grantor Property pursuant to
the Permanent Easement or other provisions of this Agreement. The Temporary Easement,

DOC# 604201
ak 1632 P9 626
Doc No 604201 Kind RGMT
subject to the limitations contained herein, runs with the land, is intended to confer restrictions
and benefits on and to the parties hereto and the land herein described, constitutes an equitable
servitude, and may be modified and/or terminated only upon the written agreement of the parties
hereto or their respective successors and assigns, which agreement must be recorded in the filing
office in which this Agreement is recorded. The parties hereto intend that the holders of all
existing and future mortgages and other interests with respect to all or any portion of the Grantor
Property shall acquire and/or hold their respective mortgages and other interests subject and
subordinate to the Temporary Easement for so long as the Temporary Easement is in effect and
that the foreclosure or other exercise of rights by any such holder shall not terminate or cancel the
Temporary Easement or this Agreement in any respect.
4. Estoppel Certificate. Grantors and Grantee each hereby agree that upon written
request from time to time by the other party, they or it will issue to a prospective mortgagee of
the other party or to a prospective successor owner of all or any portion of the other party's
property an estoppel certificate containing such information as may be reasonably required with
regard to the status of the Easements and this Agreement and the performance by the parties of
any and all of their duties and obligations hereunder.
S. Grantor Acknowledgments. Grantors hereby acknowledge and agree to the
following:
(a) Grantee intends to constmct the Project and to lease or sell units in the Project to third
parties; and
(b) The residents of units in the Project and their guests may, upon occupancy of any such
unit, use the Permanent Easement for ingress and egress to and from the Project and
Poplar Grove Road.
6. Sub -Servitudes for Utilities. Grantee shall have the right to grant such sub -
servitudes within the Permanent Easement Area to the various third -party providers of utility
services to the Grantee Property as shall be necessary and appropriate in connection with the
construction, installation, maintenance and repair of the Utilities and the Project.
7. No Public Dedication. Nothing contained herein shall be deemed to be a gift or
dedication of any portion of the Easements to the general public, or for any public use or purpose,
whatsoever.
8. Severability. Invalidation of any of the provisions contained in this Agreement
shall in no way affect any of the other provisions hereof or the application thereof to any other
person or entity, and the remainder of this Agreement shall remain in full force and effect.
9. Bindin Effect. ffect. The terms of this Agreement shall inure to the benefit of and be
binding upon the parties hereto and their respective successors and assigns which become owners
of either the Grantee Property or the Grantor Property.

DOC# 604201
ak 1632 P9 829
Doc No 606201 Kind kGMi
10. Applicable Law. It is expressly understood and agreed that this Agreement and all
questions arising hereunder shall be construed according to the laws of the State of North
Carolina.
11. Counterparts. This Agreement may be executed in any number of identical
counterparts, any or all of which may contain signatures of fewer than all of the parties but all of
which taken together shall constitute a single instrument.
12. Terminology. Whenever the context requires, words used in the singular shall be
construed to mean or to include the plural and vice versa, and pronouns of any gender shall be
deemed to include and to designate the masculine, feminine or neuter gender.
13. Joint and Several Liability. The obligations and liabilities of Grantors hereunder
are joint and several.

DOC# 604201
Bk 1632 Pg 830
Doc No 604201 Rind. acMT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective duly authorized representatives effective as of the day and year
first written above.
GRANTO $:
/1iLlL'u401Q/
GARRtM.HENSON
'-JOYCE C. HENSON
CS
DONNA H. HICKS
GRANTEE:
CCC - BOONE, LLC, a Delaware limited liability company
By: Capstone Collegiate Communities, LLC, as its
Manager
As

DOC# 604201
ak 1632 P9 831
STATE OF — o0o Mo. sac2or xmd-. nuMT
COUNTY OF �U oa .
I, the undersigned Notary Public in and for said County in said State hereby certify that
Garry M. Henson, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this day of May, 2012.
Gail D. Fox
Notary Public
Watauga County
North Carolina
{SEAL} M Commission Ex Tres 7 26 2015 OTARY PUBLIC
"`r y Commission Expires:
STATE OF
COUNTY OF
I, the undersigned Notary Public in and for said County in said State hereby certify that
Joyce C. Henson, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
i
Given under my hand and official seal this 2 day of May, 2012.
SEAL notary Public OTARY PUBLIC
Watauga County
..., __North Carolina y Commission Expires: %� 7iin5
STATE OF 1"%lL
COUNTY OF
I, the undersigned Notary Public in and for said County in said State hereby certify that
Glenn Hicks, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this ?'—day of May, 2012.
A�a, '4*
{SEAL} Gail D Fox OTARY PUBLIC
Notary public y Commission Expires: %-Z6
Watauga county
M Commission Carolina
Tres 7/262015

DOC# 604201
STATE OF
Ne- ax 1632 P9 832
�-{� (j
COUNTY OF �i �[2=u P Doc No 606201 Kind PGMT
I, the undersigned Notary Public in and for said County in said State hereby certify that
Donna H. Hicks, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this % day of May, 2012.
Gail D. Fox
Notary Public
Watauga County
SEAL)North Carolina
{ M Commission Ex Tres 712620i5 NOTARY PUBLIC
My Commission Expires:
STATE OF ALABAMA
COUNTY OF JEFFERSON
I, the undersigned Notary Public in and for said County in said State hereby certify that
whose name as of Capstone Collegiate Communities,
LLC, an Alabama limited liability company, acting in its capacity as Manager of CCC - Boone,
LLC, an Alabama limited liability company, is signed to the foregoing agreement, and who is
known to me, acknowledged before me on this day in Jefferson County, Alabama that, being
informed of the contents of said agreement, he, as such officer and with full authority, executed
the same voluntarily for and as the act of said corporation acting in its capacity as the Manager of
said limited liability company on the day the same bears date.
Given under my hand and official seal this day of May, 2012.
{SEAL}
NOTARY PUBLIC
My Commission Expires:

DOC# 604201
9k 1632 P9 833
Doc No-. 600201 Kind AGMT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective duly authorized representatives effective as of the day and year
first written above.
GRANTORS:
GARRY M. HENSON
C.HENSON
GLENN HICKS
DONNA H. HICKS
GRANTEE:
CCC - BOONE, LLC, a Delaware limited liability
company
By: Capstone Collegiate Communities, LLC, as its
Manager
Ir- _�/�/

DOC# 604201
STATE OF _
COUNTY OF
ak 1632 Pg 834
Doc No 604201 Hind AGMT
I, the undersigned Notary Public in and for said County in said State hereby certify that
Donna H. Hicks, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this day of May, 2012.
{SEAL}
STATE OF ALABAMA
COUNTY OF JEFFERSON
NOTARY PUBLIC
My Commission Expires:
1, the undersigned Notary Public in and for said County in said State hereby certify that
lRbip H4Dtal4,hd whose name as lyl 4 of Capstone Collegiate Communities,
LLC, an Alabama limited liability company, acting in its capacity as Manager of CCC - Boone,
LLC, an Alabama limited liability company, is signed to the foregoing agreement, and who is
known to me, acknowledged before me on this day in Jefferson County, Alabama that, being
informed of the contents of said agreement, he, as such officer and with full authority, executed
the same voluntarily for and as the act of said corporation acting in its capacity as the Manager
of said limited liability company on the day the same bears date.
Given under my hand and official seal this d day of May, 2012.
'0PH\E flOg�N.P /
`7b/
{SEAL} c �' HOTggy `41 � N TARY PUBLIC IerAnronac3rg3aAuu3uArw43
My Commission Expires:
MY COMMISSM IMPIRMAUGUSr SI,f013
_
i y, •upBG '

DOC# 604201
EXHIBIT "A"
Tract 1
Sk 1632 P9 835
Doc No. 604201 Kind AGMT
Beginning at an 5/8" rebar set in the Garry & Joyce Henson Line recorded in
Deed Book 687, Page 36 Watauga County Register; said rebar being located S
01'38'57" E a ground distance of 397.97' from North Carolina Geodetic Monument
"Poplar", said monument having North Carolina Grid Coordinates N=904,944.85
feet and E=1,201,855.67 feet;
thence running with the new line across the Henson Tract N 85"42'00" E a total
distance of 927.95' and passing a temporary construction easement at 416.66',
passing a new utility and access easement at 419.20' and at 489.24', and
passing again the temporary construction easement at 518.171;
thence running with the Henson and Templeton Properties (DR. 1311, PG. 748
Watauga County Register) line S DO°35'16" E a distance of 943.14' to a 5/8"
rebar found;
thence with the Brown (DB. 1419, PG. 261) and Templeton Properties line S
88"49142" E a distance of 273.8B' to a 5/8" rebar found;
thence with the Brown and Templeton Properties (DB. 1311, PG. 748 Watauga
County Register) line S 00°18'54" E a distance of 121.87' to a 1" open iron
pipe found at a fence corner;
thence with the Templeton Properties and the James and Peggy Vannoy (DB. 1421,
PG. 424 Watauga County Register) line N 88'00'29" E a distance of 233.22' to a
1" open iron pipe found in a fence line;
thence with the Vannoy and Templeton Properties (DB. 1039, PG. 280) line S
88°03'33" E a distance of 490.74' to a 1" open iron pipe found in a fence
line;
thence with the Vannoy and Patel (DB. 3891 PG. 321 Watauga County Register)
line S B7'56'31" E a distance of 447.61' to a 5/8" rebar found;
thence with the Vannoy and League (PG. 1557, PG. 567 Watauga County Register)
S 02°02'34" W a distance of 445.92' to a 5/8" rebar found;
thence with the Vannoy and League line S 50°31'07" W a distance of 232.29' to
a 5/8" rebar found;
thence with new line through the Vannoy Tract S 79017'18" W a distance of
631.52' to a 5/8" rebar set;
thence with new line S 36°21'16" W a distance of 453.50' to a 5/8" rebar at,
passing a new 40' utility easement at 151.141;
thence with new line N 46°39'30" W a distance of 545.73' to a 1" open iron
pipe found;
thence with new line through Michael Vannoy's lands (DB. 1558, PG. 793 Watauga
County Register) N 76'29'58" W a distance of 226.58' to a 5/8" rebar set;
thence with new line N 27°56'45" E a distance of 280.15' to a 5/8" rebar set;
thence with new line with Vannoy and Edmisten (DB. 596, PG. 454 Watauga County
Register) line N 76�27`48" E a distance of 32.05' to a 5/8" rebar found;
thence with the Varney and Edmisten N 10°11'42" W a distance of 231.01' to a
5/8" rebar found;
thence with the Brown and Edmisten line S 74°54'16" W a distance of 179.81' to
a 5/8" rebar found at the start of a 45' right-of-way recorded in De. 1419,
PG. 261 Watauga County Register;
thence with the Brown and Edmisten line at the 45' right-of-way the following
calls:
S 52°47'30" W a distance of 104.52' to an unmarked point;
thence S 17"46'49" W a distance of 101.47' to an unmarked point;
thence S 42"22'04" W a distance of 43.28' to an unmarked point;
thence S 57`53'04" W a distance of 51.80' to an unmarked point;
thence S 74"44'39" W a distance of 58.99' to an unmarked point;
thence S 89"15'44" W a distance of 131.01' to an unmarked point;
thence S 89"15'44" W a distance of 49.89' to an unmarked point at the
centerline of Poplar Grove Road (NCSR 1552) and thus ending the 45' right-cf-

DOC# 604201
Bk 1632 Pg 836
Doc No: 604201 Kind RG%i
way, said unmarked point being N 5V 36'01" W a distance of 199.20' from a rail
road spike found at the centerline of Poplar Grove Road;
thence running with the Brown line and the centerline of Poplar Grove Road the
following calls:
thence with a curve turning to the left with an arc length of 126.92', with a
radius of 675.00', with a chord bearing of N 77"16'25" W, with a chord length
of 126.73' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of
197.13', with a radius of 875.00', with a chord bearing of N 76012'20" W, with
a chord length of 196.71' to a rail road spike found;
thence with a compound curve turning to the right with an arc length of
122.47', with a radius of 120.00', with a chord bearing of N 40°31'00" W, with
a chord length of 117.22' to an unmarked point;
thence with a reverse curve turning to the left with an arc length of 302.31'
with a radius of 1500.00', with a chord bearing of N 17"03'15" W, with a chord
length of 301.80' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of 69.28',
with a radius of 490.00', with a chord bearing of N 18°46'40" W, with a chord
length of 69.23' to an unmarked point;
thence leaving Poplar Grove Road and running with the Brown and Hal Vannoy
(DB. 40, PG. 216) line S 7lo0l'42" E a distance of 218.52' to a 15" double oak
snag in a fence line;
thence the Vannoy and Henson line N 05`11'26" E a distance of 1033.00' to the
point of beginning.
Having an area of 2,644,403.30 square feet, 60.707 acres.
Tract 2
Beginning at a 5/8" rebar found in the James and Peggy Vannoy line Deed Book
1421, Page 424 Watauga County Registry, said iron pipe being located S
23'21'29" E a ground distance of 3,658.20' from North Carolina Geodetic
Monument "Poplar", said monument having North Carolina Grid Coordinates
N=904,944.85 feet and E=1,201,855.67 feet, said rebar also being located S
13°02'06" E a distance of 1,244.21' from the point of beginning of Tract 1;
thence with a new line across the Vannoy property Deed Book 1421, Page 424
Watauga County Registry N 1V471l8l' W a distance of 102.10' to a 5/8" rebar
set;
thence N 15°59'44" E a distance of 262.89' to a 5/8" rebar set;
thence N 04017'10" W a distance of 112.36' to a 5/8" rebar set;
thence N 13°1B'42" W a distance of 290.43' to a 5/8" rebar set;
thence N 35003'05" E a distance of 168.30' to a 5/8" rebar set, passing a new
40' utility easement at 72.09';
thence N 48°04'01" E a distance of 58.54' to a 5/8" rebar set;
thence N 57°23'46" E a distance of 317.85' to a 5/8" rebar set;
thence S 45"17123" E a distance of 545.82' to a 5/8" rebar set, said rebar
being located S 47"04'04" W a distance of 392.25' from a 3/4" open iron pipe
found in the Vannoy and Vanhook line Deed Book 1589, Page 292 Watauga County
Registry;
thence S 47°04'04" W a distance of 1040.56'5/8" rebar found, which is the
point of beginning.
Tract 2 having an area of 437,927.29 square feet, 10.053 acres more or less.

DOC# 604201
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EXHIBIT`B"
DESCRIPTION OF GRANTOR PROPERTY
Beginning at a 5/8" rebar set in the new line of Garry and Joyce Henson Deed
Book 687, Page 36 Watauga County Registry, said tabor being located S
0lo38141" E a ground distance of 397.46' from North Carolina Geodetic Monument
"Poplar", said monument having North Carolina Grid Coordinates N=904,944.85
feet and E=1,201,855.67 feet;
thence with the Henson Line N 05°11'26" E a distance of 392.31' to an unmarked
point in the centerline of Poplar Grove Road (NCSR 1552);
thence with the center line of Poplar Grove Road the following calls:
N 79"03'42" E a distance of 36.36' to an unmarked point;
thence with a curve turning to the right with an arc length of 61.79', with a
radius of 300.00', with a chord bearing of N 84"57143" E, with a chord length
of 61.68' to an unmarked point at a temporary construction easement;
thence with a compound curve turning to the right with an arc length of
119.21', with a radius of 300.00', with a chord bearing of S 77°45'14" E, with
a chord length of 118.43' to an unmarked point at the Town of Boone Town Limit
Plat Book 11, Page 58 Watauga County Registry;
thence with a compound curve turning to the right with an arc length of
68.40', with a radius of 300.00', with a chord bearing of S 59°50'19" E, with
a chord length of 68.25' to an unmarked point;
thence S 5301B'25" E a distance of 94.88' to an unmarked point at a new
permanent right-of-way;
thence with a curve turning to the left with an arc length of 114.99', with a
radius of 100.00', with a chord bearing of S B6"15102" E, with a chord length
of 108.76' to an unmarked point at a new permanent right-of-way;
thence N 60°48'21" E a distance of 61.83' to an unmarked point;
thence with a curve turning to the right with an arc length of 84.54', with a
radius of 300.00', with a chord bearing of N 68'52143" E, with a chord length
of 84.26' to an unmarked point
thence N 76"57.05" E a distance of 66.62' to an unmarked point;
thence with a curve turning to the left with an arc length of 24.82', with a
radius of 200.00', with a chord bearing of N 73'23'46" E, with a chord length
of 24.B0' to an unmarked point at a temporary construction easement;
thence with a compound curve turning to the left with an arc length of
105.83', with a radius of 200.00', with a chord bearing of N 54'40'55" E, with
a chord length of 104.60' to an unmarked point;
thence N 39"31122" E a distance of 191.02' to an unmarked point near the
intersection of NCSR 1552 (Poplar Grove Rd.) and NC Hwy 105;
thence leaving the centerline of NCSR 1552 and following the Henson Line S
00"35'16" E a distance of 501.22' to a 5/8" robot set in the Henson line;
thence S 85*42100" W a distance of 927.95' to a 5/8" ebar set, which is the
point of beginning, passing a temporary construction easement at 409.77',
passing a permanent right-of-way at 444.06' and at 493.52', passing at
temporary construction easement at 511.28'
Having an area of 301,304.11 square feet, 6.939 acres more or less.

DOC# 604201
Sk 1632 Pg 838
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EXHIBIT "C"
DESCRIPTION OF PERMANENT EASEMENT AREA
Beginning at an unmarked point in the centerline of NCSR 1552 (Poplar Grove
Rd.) in the Garry and Joyce Henson Line Deed Book 687, Page 36 Watauga County
Registry, said unmarked point being located S 72059'20" E a ground distance of
399.28' from North Carolina Geodetic Monument "Poplar", said monument having
North Carolina Grid Coordinates N=904,944.85 feet and E=1,201,855.67 feet;
thence with the centerline line of NCSR 1552 with a curve turning to the left
with an arc length of 103.30', with a radius of 300.00', with a chord bearing
of S 89'36100" E, with a chord length of 96.77' to an unmarked point;
thence N 60'48'21" E a distance of 6.55' to an unmarked point;
thence leaving the centerline of NCSR 1552 thence S 12'25'50" W a distance of
54.65' to an unmarked point;
thence thence S 08'12123" E a distance of 42.69' to an unmarked point;
thence with a curve turning to the right with an arc length of 54.84', with a
radius of 227.50', with a chord bearing of S O1'18'01" E, with a chord length
of 54.71', to an unmarked point;
thence S 05'36'21" W a distance of 84.56' to an unmarked point;
thence with a curve turning to the left with an arc length of 12.87', with a
radius of 20.00', with a chord bearing of S 12°49'49" E, with a chord length
of 12.65', to an unmarked point at the new Henson line;
thence with the new Henson Line S 85"42100" W a distance of 70.04';
thence leaving the new Henson Line N 05'36'21" E a distance of 108.61' to an
unmarked point;
thence with a curve turning to the left with an arc length of 39.17', with a
radius of 162.50', with a chord bearing of N O1'18'01" W, with a chord length
of 39.08' to an unmarked point;
thence N O8'12'23" W a distance of 30.51' to an unmarked point;
thence N 22'38'44" W a distance of 78.24' to an unmarked point at the
centerline of NCSR, which is the point of beginning.
Having an area of 16,466.11 square feet, 0.378 acres more or less.

DOC# 604201
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EXHIBIT "D"
DESCRIPTION OF TEMPORARY EASEMENT AREA
Beginning at an unmarked point in the centerline of NCSR 1552 (Poplar Grove
Rd.) in the Garry and Joyce Henson Line Deed Book 687, Page 36 Watauga County
Registry, said unmarked point being located N BVIV DO" E a distance of ground
121.36' from North Carolina Geodetic Monument "Poplar", said monument having
North Carolina Grid Coordinates N=904,944.85 feet and E=1,201,855.67 feet;
thence with the centerline line of NCSR 1552 the following calls and
distances:
With a curve turning to the right with an arc length of 119.21', with a radius
of 300.00', with a chord bearing of S 77o45'14n E, with a chord length of
118.43' to an unmarked point in the Town of Boone Town Limit Plat Book 11,
Page 58 Watauga Registry;
thence with a compound curve turning to the right with an arc length of
68.40', with a radius of 300.00', with a chord bearing of S 59050T19" E, with
a chord length of 6B.25' to an unmarked point;
thence S 53ol8.25" E a distance of 94.88' to an unmarked point;
thence with a curve turning to the left with an arc length of 11.69', with a
radius of 100.00', with a chord bearing of S 56o39'23" E, with a chord length
of 11.69' to an unmarked point at a new utility and access easement;
thence with a compound curve turning to the left with an arc length of
103.30', with a radius of 100.00', with a chord bearing of S 89°36'00" E, with
a chord length of 98.77' to an unmarked point;
thence N 60"48'21" E a distance of 61.84' to an unmarked point passing a new
utility and access easement at 6.55';
thence with a curve turning to the right with an arc length of 84.54', with a
radius of 300.001, with a chord bearing of N 68"52143" E, with o chord length
of 84.26' to an unmarked point;
thence N 76057'05" E a distance of 66.62' to an unmarked point;
thence with a curve turning to the left with an arc length of 24.82', with a
radius of 200.00', with a chord bearing of N 73°23'46" E, with a chord length
of 24.80' to an unmarked point;
thence leaving NCSR 1552 and through the lands of Garry and Joyce Henson Deed
Book 687, Page 36 Watauga County Registry S 11`44'll" E a distance of 27.84'
to an unmarked point;
thence S 70`11'49" W a distance of 175.24' to an unmarked point;
thence S 38'30114" W a distance of 56.99' to an unmarked point;
thence S 08"12'23" E a distance of 39.63' to an unmarked point;
thence with a curve turning to the right with an arc length of 62.60', with a
radius of 260.00', with a chord bearing of S 01"18'O1" E, with a chord length
of 62.53' to an unmarked point;
thence S 05°36'21" W a distance of 91.59' to an unmarked point at the new
Henson line;
thence with the new Henson Line S 85°42'00" W a distance of 101.51' to an
unmarked point, passing a access and utility easement at 28.93' and at 98.971;
thence leaving the new Henson Line N 05`36'21" E a distance of 109.05' to an
unmarked point;
thence with a curve turning to the left with an arc length of 38.571, with a
radius of 160.00', with a chord bearing of N 01°18'01" W, with a chord length
of 38.48' to an unmarked point;
thence N 08°12'23" W a distance of 30.51' to an unmarked point;
thence H 41°23'59" W a distance of 69.93' to an unmarked point;
thence N 66*33-13" W o distance of 1D7.50' to an unmarked point;
thence N 60040'07" W a distance of 108.75' to an unmarked point;
thence N 46°11'07" W a distance of 67.29' to an unmarked point at the
centerline of NCSR 1552 which is the point of beginning.
Having an area of 44,762.63 square feet, 1.028 acres more or less.
Access Easement - Henson - Capstone - Boone

FILED Jogen Townsend
Resister of Deeds. Wetausa Go, NC
Fee net: $26.00
ak 1632 Pg 844 (10)
Docod Noe604203t KD12 ind at 04 16:42 PM
RGMT
/ III I'III3IIIII111111111II III
604203
Prepared by and return to: Walker s DiVenere, Attorneys at Law
083 West King Street, Boone, NC 28607 [phone]
ACCESS AND UTILITY EASEMENT AGREEMENT
THIS ACCESS AND UTILITY EASEMENT AGREEMENT (this "Agreement") is made
and entered into as of the J06 day of May, 2012, by and among lames L. Vannoy and Peggy S.
Vannoy, husband and wife (collectively, "Grantors"), and CCC-Boone, LLC, a Delaware limited
liability company ("Grantee").
WHEREAS, on even date herewith, Grantee has purchased and acquired from Grantors
two (2) separate parcels of real estate located in Watauga County, North Carolina, such parcels
being known as Tract 1 and Tract 2 and each such parcel being a portion of the larger parcel of
real estate owned by Grantee in Watauga County, North Carolina and each such parcel being
legally described on Exhibit "A" attached hereto (singly and collectively, the "Grantee
Property");
WHEREAS, Grantors own a parcel of property adjacent to the Grantee Property, which
real property is legally described on Exhibit `B" attached hereto (the "Grantor Property"), and a
portion of the Grantor Property runs between Tract 1 and Tract 2 of the Grantee Property;
WHEREAS, Grantee is developing and constructing a student housing development on
the Grantee Property (the "Project");
WHEREAS, in order to obtain ingress, egress and utility services between Tract 1 and
Tract 2 of the Grantee Property, Grantee requires an easement for access, ingress and egress and
utilities to be established for the benefit of the Grantee Property and any owners and/or tenants
thereof at the location therefor described on Exhibit "C" attached hereto (the "Permanent
Easement Area"), all on and subject to the terms and conditions hereof.
NOW, THEREFORE, for and in consideration of the mutual covenants and agreements
contained herein and other good and valuable consideration, the receipt and sufficiency of which
are hereby acknowledged, the parties hereto, intending to be legally bound, do hereby covenant
and agree as follows:
1. Grant of Permanent Easement. Grantors hereby grant and convey to Grantee, its
successors and assigns, for Grantee's use, enjoyment and benefit, and for the use enjoyment and
Acccss Eastmel- Vammy- CCC - Begot I

DOC# 604203
8k 1632 Pg 845
D" No 504203 "l ' 'GMT
benefit of all lessees and tenants of the Grantee Property and all employees, agents, invitees,
licensees and guests of Grantee or Grantee's lessees and tenants, and subject to all matters now
affecting title to or use of the Grantor Property, a perpetual easement for the purposes of. (i)
constructing and maintaining a two lane asphalt driveway, sidewalks and related improvements
(the "Improvements"), (ii) constructing, installing, maintaining, repairing and/or replacing, as
applicable, all utilities necessary and convenient to Grantee in the use and enjoyment of the
Grantee Property, including, without limitation, stormwater management facilities, electric, gas,
cable, telephone and internet (the "Utilities"), (iii) constructing, installing maintaining, repairing
and/or replacing, as applicable, Signage for the Project (the "Project Signage") and (iv) providing
pedestrian and vehicular ingress and egress over and across the Permanent Easement Area for
purposes of providing direct access between Tract I and Tract 2 of the Grantee Property (the
"Permanent Easement"). The Permanent Easement is to be used exclusively for the benefit of
the Grantee Property, except (i) owners of the Grantor Property and all employees, agents,
invitees, licensees and guests of Grantor or Grantor's lessees and tenants may cross or travel over
the Permanent Easement and use the improvements constructed thereon for ingress and egress to
and from the Grantor Property and (ii) the Permanent Easement is subject to the rights of others
granted under the rights of way and easements recorded in Book 1258, Page 666; Book 1557,
Page 567, Book 1557, page 572 and Plat Book 22, Page 334.
2. Permanent Easement Perpetual; Termination. The Permanent Easement is
perpetual, tuns with the ]and, is intended to confer restrictions and benefits on and to the parties
hereto, constitutes an equitable servitude, and may be modified and/or terminated only upon the
written agreement of the parties hereto or their respective successors and assigns with respect to
the Grantee Property and the Grantor Property, respectively, which agreement must be recorded
in the filing office in which this Agreement is recorded. It is the intention of the parties hereto
that the holders of all existing and future mortgages and other interests with respect to all or any
portion of either the Grantor Property or the Grantee Property shall acquire and/or hold their
respective mortgages and other interests subject and subordinate to this Agreement and the
Permanent Easement, and that the foreclosure or other exercise of rights by any such holder shall
not terminate or cancel the Permanent Easement or this Agreement in any respect.
3. Grant of Temporary Easement. Grantors hereby convey to Grantee, for Grantee's
use, enjoyment and benefit, and the use, enjoyment and benefit of any subsequent owner or
owners of the Grantee Property, and subject to all matters now affecting title to or use of the
property herein described, a temporary non-exclusive easement appurtenant to the Grantee
Property extending 30 feet on each side of the Permanent Easement for the purpose of
constructing and installing the Improvements, Utilities and Project Signage (the "Temporary
Easement" and collectively with the Permanent Easement, the "Easements"). The Temporary
Easement will automatically terminate upon completion of construction and installation of the
Improvements, Utilities and Project Signage and removal of all equipment and material from the
Grantor Property other than any items that are permitted to remain on the Grantor Property
pursuant to the Permanent Easement or other provisions of this Agreement. The Temporary
Easement, subject to the limitations contained herein, runs with the land, is intended to confer
restrictions and benefits on and to the parties hereto and the land herein described, constitutes an
equitable servitude, and may be modified and/or terminated only upon the written agreement of

DOC# 604203
Bk 1632 P9 846
Doe No: 604209 Kind PGMT
the parties hereto or their respective successors and assigns, which agreement must be recorded
in the filing office in which this Agreement is recorded. The parties hereto intend that the
holders of all existing and future mortgages and other interests with respect to all or any portion
of the Grantor Property shall acquire and/or hold their respective mortgages and other interests
subject and subordinate to the Temporary Easement for so long as the Temporary Easement is in
effect and that the foreclosure or other exercise of rights by any such holder shall not terminate or
cancel the Temporary Easement or this Agreement in any respect.
4. Estoppel Certificate. Grantors and Grantee each hereby agree that upon written
request from time to time by the other party, they or it will issue to a prospective mortgagee of
the other party or to a prospective successor owner of all or any portion of the other party's
property an estoppel certificate containing such information as may be reasonably required with
regard to the status of the Easements and this Agreement and the performance by the parties of
any and all of their duties and obligations hereunder.
5. Grantor Acknowledgments. Grantors hereby acknowledge and agree to the
following:
(a) Grantee intends to construct the Project and to lease or sell units in the Project to third
parties; and
(b) The residents of units in the Project and their guests may, upon occupancy of any such
unit, use the Permanent Easement for ingress and egress between Tract 1 and Tract 2 of
the Grantee Property.
6. Sub -Servitudes for Utilities. Grantee shall have the right to grant such sub -
servitudes within the Permanent Easement Area to the various third -party providers of utility
services to the Grantee Property as shall be necessary and appropriate in connection with the
construction, installation, maintenance and repair of the Utilities and the Project.
7. No Public Dedication. Nothing contained herein shall be deemed to be a gift or
dedication of any portion of the Easements to the general public, or for any public use or purpose,
whatsoever.
8. Severability. Invalidation of any of the provisions contained in this Agreement
shall in no way affect any of the other provisions hereof or the application thereof to any other
person or entity, and the remainder of this Agreement shall remain in full force and effect.
9. BindingEffect. The terms of this Agreement shall inure to the benefit of and be
binding upon the parties hereto and their respective successors and assigns which become owners
of either the Grantee Property or the Grantor Property.
10. Annlicable Law. It is expressly understood and agreed that this Agreement and all
questions arising hereunder shall be construed according to the laws of the State of North
Carolina.

DOC# 604203
Bk 1632 Fig 847
Doc No 600203 Kind PGMT
11. Counterparts. This Agreement may be executed in any number of identical
counterparts, any or all of which may contain signatures of fewer than all of the parties but all of
which taken together shall constitute a single instrument.
12. Terminoloev. Whenever the context requires, words used in the singular shall be
construed to mean or to include the plural and vice versa, and pronouns of any gender shall be
deemed to include and to designate the masculine, feminine or neuter gender.
13. Joint and Several Liability. The obligations and liabilities of Grantors hereunder
are joint and several.
[rest ofpage intentionally left blank; signatures and
acknowledgements appear on the following pages]

DOC# 604203
Bk 1632 P9 848
Doc No: 604203 Kind RGMT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective duly authorized representatives effective as of the day and year
first written above.
GRANTORS:
JAMES L. VANNOY C
2 // / --a�
PEGGY S.VANNOY
STATE OF 11i�
COUNTY OF
I, the undersigned Notary Public in and for said County in said State hereby certify that
James L. Varney, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this 3 day o May, 2012.
MMMM DECK
Marty Public - Stilt m FWW&
My Comm. Eapins Oct 31. 2014
{SEAL} Commission • EE 35573 O P BLI
Me My Commission Expires: /b/3/�y`i
STATE OF 7 x..
COUNTY OF -�
1, the undersigned Notary Public in and for said County in said State hereby certify that
Peggy S. Vannoy, whose time is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, she
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this
{SEAL}
BM15MU DECK
SKIy Cost, EEwm Oct 3Poem - state *I 120 144
Commission 0 EE 35573 My Commission Expires: 31

DOC# 604203
ak 1632 P9 849
Doc No. 604203 Kind RGMT
GRANTEE:
CCC - BOONE, LLC, a Delaware limited liability
company
By: Capstone Collegiate Communities, LLC, as its
Manager
STATE OF ALABAMA
COUNTY OF JEFFERSON
1, the undersigned Notary Public! �iin and for said County in said State hereby certify that
(& KoW{2nd whose name as Print-P� of Capstone Collegiate Communities,
LLC, an Alabama limited liability company, acting in its capacity as Manager of CCC - Boone,
LLC, an Alabama limited liability company, is signed to the foregoing agreement, and who is
known to me, acknowledged before me on this day in Jefferson County, Alabama that, being
informed of the contents of said agreement, he, as such officer and with full authority, executed
the same voluntarily for and as the act of said corporation acting in its capacity as the Manager
of said limited liability company on the day the same bears date.
Given under my hand and official seal this (day of May, 2012.
01E R081
L/1/Ii u.�--
{SEAL �'' s� % NO A Y PUBLIC "°r"xeaaemtera"uuzunuv
} '.,y Mrcoxix�ssanexrmcs •ucusrn,zw
NOTgRy _ My Commission Expires: .oxom.xdrariurnaucwm.ures

DOC# 604203
8K 1632 Pg 850
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EXHIBIT "A"
DESCRIPTION OF GRANTEE PROPERTY
Tract 1
Beginning at an 5/8" rebar set in the Gary 6 Joyce Henson Line recorded in
Deed Book 687, Page 36 Watauga County Register; said rebar being located S
01'38'57" E a ground distance of 397.97' from North Carolina Geodetic Monument
"Poplar", said monument having North Carolina Grid Coordinates N=904,944.85
feet and E=1,201,855.67 feet;
thence running with the new line across the Henson Tract N 85'42'00" E a total
distance of 927.95' and passing a temporary construction easement at 416.66',
passing a new utility and access easement at 419.20' and at 489.241, and
passing again the temporary construction easement at 518.17';
thence running with the Henson and Templeton Properties (DB. 1311, PG. 748
Watauga County Register) line S 00'35'16" E a distance of 943.14' to a 5/8"
rebar found;
thence with the Brown (DB. 1419, PG. 261) and Templeton Properties line S
88'49'42" E a distance of 273.88' to a 5/8" rebar found;
thence with the Brown and Templeton Properties (DB. 1311, PG. 748 Watauga
County Register) line S 00'18'54" E a distance of 121.87' to a 1" open iron
pipe found at a fence corner;
thence with the Templeton Properties and the James and Peggy Vannoy (DR. 1421,
PG. 424 Watauga County Register) line N 86'00129" E a distance of 233.22' to a
1" open iron pipe found in a fence line;
thence with the Vannoy and Templeton Properties (DB. 1039, PG. 2B0) line S
88'03'33" E a distance of 490 J4' to a 1" open iron pipe found in a fence
line;
thence with the Vannoy and Patel (DR. 389, PG. 321 Watauga County Register)
line S 87'56'31" E a distance of 447.61' to a 5/8" rebar found;
thence with the Vannoy and League (PG. 1557, PG. 567 Watauga County Register)
S 02'02'34" W a distance of 445.92' to s 5/8" rebar found;
thence with the Vannoy and League line S SOD 31107" W a distance of 232.29' to
a 5/8" rebar found;
thence with new line through the Vannoy Tract S 79017118" W a distance of
631.52' to a 5/8" rebar set;
thence with new line S 36'21'16" W a distance of 453.50' to a 5/8" rebar set,
passing a new 40' utility easement at 151.14';
thence with new line N 46'39'30" W a distance of 545.73' to a 1" open iron
pipe found;
thence with new line through Michael Vannoy's lands (DR. 1558, PG. 793 Watauga
County Register) N 76'29'58" W a distance of 226.5B' to a 5/8" rebar set;
thence with new line N 27'56'45" E a distance of 280.15' to a 5/8" rebar set;
thence with new line with Vannoy and Edmisteu (DR. 596, PG. 454 Watauga County
Register) line N 76'27'48" E a distance of 32.05' to a 5/8" rebar found;
thence with the Penney and Edmisten N 10011'42" W a distance of 231.01' to a
5/8" rebar found;
thence with the Brown and Edmiston line S 74'54'16" W a distance of 179.81' to
a 5/8" rebar found at the start of a 45' right-of-way recorded in De. 1419,
PG. 261 Watauga County Register;
thence with the Brown and Edmisten line at the 45' right-of-way the following
calls:
S 52'47'30" W a distance of 104.52' to an unmarked point;
thence S 17'46'49" W a distance of 101.47' to an unmarked point;
thence S 42'22'04" W a distance of 43.28' to an unmarked point;
thence S 57'53'04" W a distance of 51.80' to an unmarked point;
thence S 74'44139" W a distance of 5B.99' to an unmarked point;
thence S 89'15'44" W a distance of 131.01' to an unmarked point;
thence S 89'15'44" W a distance of 49.89' to an unmarked point at the
centerline of Poplar Grove Road (NCSR 1552) and thus ending the 45' right-of-

DOC# 604203
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way, said unmarked point being N 50036'01" W a distance of 199.20' from a rail
road spike found at the centerline of Poplar Grove Road;
thence running with the Brown line and the centerline of Poplar Grove Road the
following calls:
thence with a curve turning to the left with an arc length of 126.92', with a
radius of 675.00', with a chord bearing of N 77016'25" W, with a chord length
of 126.73' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of
197.13', with a radius of 875.00', with a chord bearing of N 76012'20" W, with
a chord length of 196.71' to a rail road spike found;
thence with a compound curve turning to the right with an arc length of
122.47', with a radius of 120.00', with a chord bearing of N 40'31'00" W, with
a chord length of 117.22' to an unmarked point;
thence with a reverse curve turning to the left with an arc length of 302.31'
with a radius of 1500.00', with a chord bearing of N 17003115" W, with a chord
length of 301.B0' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of 69.28',
with a radius of 490.00', with a chord bearing of N 18046'40" W, with a chord
length of 69.23' to an unmarked point;
thence leaving Poplar Grove Road and running with the Brown and Hal Vannoy
(DB. 40, PG. 216) line S 71001142" E a distance of 218.52' to a 15" double oak
snag in a fence line;
thence the Vannoy and Henson line N 05011'26" E a distance of 1033.00' to the
point of beginning.
Having an area of 2,644,403.30 square feet, 60.707 acres.
Tract 2
Beginning at a 5/8" rebar found in the James and Peggy Vannoy line Deed Book
1421, Page 424 Watauga County Registry, said iron pipe being located S
23°2l'29" E a ground distance of 3,658.20' from North Carolina Geodetic
Monument "Poplar", said monument having North Carolina Grid Coordinates
N=904,944.85 feet and E=1,201,855.67 feet, said rebar also being located S
13002.06" E a distance of 1,244.21' from the point of beginning of Tract 1;
thence with a new line across the Vannoy property Deed Book 1421, Page 424
Watauga County Registry N 17047'18" W a distance of 102.1D' to a 5/8" rebar
set;
thence N 15059'44" E s distance of 262.89' to a 5/8" rebar set;
thence N 04017'10" W a distance of 112.36' to a 5/8" rebar set;
thence N 13018'42" W a distance of 290.43' to a 5/B" rebar set;
thence N 35003'05" E a distance of 168.30' to a 5/8" rebar set, passing a new
40' utility easement at 72.09';
thence N 48004101" E a distance of 58.54' to a 5/8" rebar set;
thence N 57023'46" E a distance of 317.85' to a 5/8" rebar set;
thence S 45"17'23" E a distance of 545.82' to a 5/8" rebar set, said rebar
being located S 47004'04" W a distance of 392.25' from a 3/4" open iron pipe
found in the Vannoy and Vanhook line Deed Book 1589, Page 292 Watauga County
Registry;
thence S 47004'04" W a distance of 1040.56'5/8" rebar found, which is the
point of beginning.
Tract 2 having an area of 437,927.29 square feet, 10.053 acres more or less.

DOC# 604203
Bk 1632 Pg 852
Doc No 604203 Kind nGMT
EXHIBIT "B"
DESCRIPTION OF GRANTOR PROPERTY
Beginning at a 1" open iron pipe found in the James and Peggy Vannoy line Deec
Book 1421, Page 424 Watauga County Registry, said iron pipe being located S
22'40'11" E a ground distance of 2,302.65' from North Carolina Geodetic
Monument "Poplar", said monument having North Carolina Grid Coordinates
14=904,944.85 feet and E=1,201,855.67 feet;
Thence with a new line across the lands of James and Peggy Denney the
following three (3) calls:
S 46039'30" E a distance of 545.73' to a 5/8" robot set;
thence N 36'21'16" E a distance of 453.50' to a 5/8" rebar set, passing a
access and utility easement at 302.36';
thence N 79"17'18" E a distance of 631.52' to a 5/8" rebar found;
thence with the Ralph League line Deed Book 1557, Page 567 Watauga County
thence S 30041'36" W a distance of 242.94' to a 5/8" rebar found;
thence S 30035'03" W a distance of 73.52' to a 5/8" rebar found;
thence S 63"08149" E a distance of 103.58' to a 5/B" rebar found;
thence S 83014'29" E a distance of 397.48' to a 3/4" open iron pipe found;
thence with the Celia VanHook line Deed Book 1589, Page 292 Watauga County
Registery S 47004104" W a distance of 392.25' to a 5/8" rebar set;
thence with a new line across the lands of James and Peggy Vannoy the
following eight (B) calls:
N 45017'23" W a distance of 545.82' to a 5/e" rebar set;
thence S 57'23146" W a distance of 317.85' to a 5/8" rebar set;
thence S 48o04'01" W a distance of 58.54' to a 5/B" rebar set;
thence S 35o03'05" W a distance of 163.30' to a 5/8" rebar set passing a new
access and utility easement at 96.211;
thence S 13018'42" E a distance of 290.43' to a 5/8" rebar set;
thence S O4o17'10" E a distance of 112.36' to a 5/8" rebar set;
thence S 15'59'44" W a distance of 262.89' to a 5/8" rebar set;
thence S 17o47'10" E a distance of 102.10' to a 3/8" rebar found;
thence with the Patricia Logan line Deed Book 1417, Page 571 Watauga County
Registry N 45057'28" W a distance of 748.96' to an unmarked point;
thence with the Kate Green line Deed Book 1545, Page 751 Watauga County
Registry N 01"46'51" W a distance of 440.51' to a 1" open iron pipe found;
thence with the Michael Vannoy line Deed Book 1558, Page 793 Watauga County
Registry N 02ol6'35" W a distance of 272.89' to a 1" open iron pipe, which is
the point of beginning.
Having an area of 675,935.47 square feet, 15.517 acres more or less.

DOC# 604203
Sk 1632 Pg 853
Doc No 604203 Rind PGMT
EXHIBIT "C"
DESCRIPTION OF PERMANENT EASEMENT AREA
Centerline calls for a new 40' wide utility and access easement across the
lands of James and Peggy Varney line Deed Book 1421, Page 424 Watauga County
Registry.
Beginning at an unmarked point in the new line across the James and Peggy
Vannoy line Deed Book 1421, Page 424 Watauga County Registry, said point being
located S 36021'16" W a distance of 151.14' from a 5/8" tabor set being the
81" call in Tract 1 description;
thence with a curve turning to the right with an arc length of 37.21', with a
radius of 100.00', with a chord bearing of S 14053'38" W, with a chord length
of 37.00' to an unmarked point;
thence S 25033'18" W a distance of 74.20' to an unmarked point;
thence with a curve turning to the left with an arc length of 46.45', with a
radius of 50.00', with a chord bearing of S 01003'40" E, with a chord length
of 44.80' to an unmarked point;
thence S 27"40'38" E a distance of 56.56' to an unmarked point;
thence with a curve turning to the right with an arc length of 53.79', with a
radius of 100.00', with a chord bearing of S 12016'04" E, with a chord length
of 53.14' to an unmarked point;
thence S 03008'31" W a distance of 49.55' to an unmarked point, said point
being located N 35003'05" E a distance of 72.09' from a 5/8" rebar set being
the 4" call in Tract 2 description.
40' Utility and Access Easement having an area of 12,531.50 square feet, 0.288
acres more or less.

The Cottages of Boone WWTP
PROCEDURES FOR CLEANUP AND REPORTING OF SEWAGE SPILLS
PURPOSE:
To protect the citizens of North Carolina, and the environment by ensuring a timely and
thorough response to Sanitary Sewer Overflows (SSOs) and Bypasses from the treatment
facility.
SCOPE:
This procedure applies to The Cottages of Boone employees or contractors that, in the course
of their work may deal with SSOs and bypasses. At a minimum, these procedures will be
reviewed on an annual basis or whenever revised guidance from state or federal authorities
dictate a revision is necessary.
REFERENCES:
A.40 Code of Federal Regulations (CFR) Part 122-124. The Clean Water Act, 1969.
B.North Carolina General Statute 143.215.1
C.Title 15A, North Carolina Administrative Code, Subchapter 2H .0100-.0200
D.Title 15A, North Carolina Administrative Code, Subchapter 2T Section .0500
E.Title 15A, North Carolina Administrative Code, Subchapter 2B .0506(a)
F.NC DEQ Wastewater System Permit # WQ0035784.
RESPONSE TIME REQUIREMENTS:
Utility Outage or Spill Response Time: Upon notification of a spill or utility outage in the
collections system or treatment plant, Envirolink, Inc. shall respond and take action to
safeguard life and the property during business hours and non-business hours.
NOTIFICATIONS:
Per Condition IV.13 of the Permit, any spill that reaches surface waters must be
reported by telephone to the Winston-Salem Regional Office at [phone] as soon
as possible, but in no case more than 24 hours.
The following procedures also all for sewage spill of 1,000 gallons or more to surface
waters of the State, per N.C.G.S. 143.215.1C. (Note: Conveyances such as drainage
ditches and storm sewers are considered waters of the State).
For discharges of 1,000 gallons or more of untreated wastewater to surface
waters, issue a press release within 48 hours of first knowledge to the
Newspaper.
For discharges of 15,000 gallons or more of untreated wastewater to surface
waters, shall publish a public notice captioned “NOTICE OF DISCHARGE OF
UNTREATED SEWAGE” within 10 days after NCDEQ has determined the
counties that are significantly affected by the discharge and approved the form
and content of the notice and the newspapers in which the notice is to be
published. See N.C.G.S. 143.215.1C for additional information.
REPORTING SSOs:
Before any SSO or bypass is reported to the State, the ORC or the Backup ORC must visit
and evaluate the spill site within 24 hours. Once the spill site has been evaluated by the ORC
or the Backup ORC, the responsible person should discuss the spill, determine estimated
volumes and causes before calling the Division within the 24 hour time frame.
Containment
Upon learning of such an occurrence, the first priority shall be to assess the situation and
mobilize resources necessary to remove the blockage or untreated discharge, contain the
SSO, and stabilize the overflow condition to the max extreme. Notification should be made
to the ORC at this time. As soon as the extent of the SSO or bypass has been determined, a
containment berm or a dam should be established at the lower edge of the SSO or bypass, or
at an area that meets the needs of containment and clean up operations. The containment
dam should be large enough to prevent breaching in dry weather conditions.
Force Main or Inaccessible Gravity Sewer Spill
In the event a spill occurs at a pump station with no bypass capability or at a force main or
gravity sewer where no access to a dump point exists, pump and haul or bypass operations
will be considered. Where pump and haul operations are deemed the best solution, sewer
will be collected from the closest tanker access point for continuous loading operations while
causing minimum environmental damage. Consideration should be made for traffic control,
noise, access, etc.
24 hour Pump Service Providers & Repair
1.Godwin Pumps Phone # [phone]
2.Blue Ridge Motor Repair Phone# [phone]
3.Charles R Underwood Phone# [phone]
24 hour Pump and Haul Tanker Services
1.Triple T Phone# [phone]
2.Appalachian Pumping Phone# [phone]
3.Doby’s Septic Phone# [phone]
4.Envirolink, Inc. Phone# [phone]
**See attached Pump and Haul Record Form-Complete for each load
For Spills involving Asphalt or Concrete
1. Set up containment at or near any threatened storm drainage system; Every attempt
should be made to prevent the spill from entering the drainage structures.
2.Spread dry sand or absorbent material to a depth of 1 inch. Let stand for one hour and
sweep up. If moisture or grease is still present, repeat.
3.After removing the contaminated material, wash down the area with high water pressure
and a mild bleach solution and then pump residue back into the sewer system.
4.If the spill enters a storm drainage structure, a Reportable Spill has occurred and
therefore a Spill Report should be filed with NC DWQ and treated as a SSO affecting
Waters of the State. Reported volumes would include the initial estimated spill; plus any
flush water used; minus the calculated amount removed from storm drain system.
SSO or Bypass affecting Waters of the State
1.Take conductivity and dissolved oxygen readings of the receiving stream to determine the
proper placement of a dam within the intervals on the Conductivity Readings Form.
While taking the conductivity readings, be sure to notate them on the Spill &
Conductivity Reporting Form. The dam needs to be constructed near a manhole or at a
location which is accessible to the jet/vacuum truck. Placement of the dam should be at a
point where the lowest conductivity reading is measured.
2.Build the dam using dirt that is capable of handling creek and hydrant flow without
breaching during dry weather conditions. Position two pumps at the dam capable of
handling creek and hydrant flow with one pump in use and the second as backup. Have a
backhoe at the site with additional material at all times so that the earthen dam can be
rebuilt if a breach does occur. Pump SSO release from the dam into the manhole.
3.Put up warning tape, “Danger Do Not Enter” from the SSO site to the pump site on both
sides of the creek in populated areas. In unpopulated areas restrict access where there is
any chance of human contact with the SSO.
4.Flush the stream with de-chlorinated water from a sufficient number of hydrants to
remove the waste product from the creek. Continue to pump and flush the stream until
the conductivity measurements or readings are equivalent to upstream receiving stream or
hydrant water conductivity readings, whichever is higher. Make sure that all readings
taken during cleanup are recorded on the Spill & Conductivity Reporting Form and
taken within the intervals on the form.
5.If there is rip-rap in the creek, wash down with high water pressure until there is no
noticeable waste residue remaining on or within the rip-rap structure.
6.If the creek flows into a body of water used for recreation and/or drinking water supply,
notify the affected officials as soon as possible.
7.Continue periodic monitoring of conductivity and Dissolved Oxygen readings. All
additional readings should be notated on the Spill and Conductivity Reporting Form.
Take an upstream and downstream fecal coliform every 24 hours as needed until the
waterway is restored to pre-event condition.
SSO not reaching Waters of the State
1.In open areas spread powdered lime heavily over the spill site, till into the ground and
then repeat the procedure again but not within 24 hours of predicted rain fall event. Seed
the disturbed area and place straw over the tilled area. Soil may need to be removed and
replaced with clean fill material for a large spill where the ground has become saturated.
SSO REPORTING PROCEDURES
1.Upon discovery of a possible SSO or bypass, notify the ORC or Back up ORC
Eric Youngs (ORC) Cell# 252-236-5017
Don Feller (BORC, Area Manager) Cell# 919-441-2091
David Strum (Operations Manager) Cell# 252-235-8763
Josh Powers (Area Manager) Cell# 704-775-6128
Madelyn Mills (Public Notification Coordinator) Office# 984-365-9160
2.The individuals listed above will be the Point of Contact between The Cottages of Boone
and NC DEQ or the Division of Emergency Management on SSO or bypass matters.
These individuals will report overflows from any sewer line or pump station, or the
bypass of any wastewater treatment system or any component thereof. If Media
communications become apparent, the Executive Director will be the POC for all Media
questions.
3.Reportable spills must be called into NC DWQ (336-776-9800) within 24 hours of first
knowledge of discharge. Document on the Spill Report Form the date, time, incident
number and person contacted.
4.During weekends and holidays when DWQ cannot be reached, The Division of
Emergency Management will be called at 1-800-858-0368 providing the information
requested. Document on the Spill Report Form the date, time, and person contacted.
Upon arriving to work after the weekend or a holiday, DWQ should be contacted to
receive the incident number for the reported spill.
5.The ORC/Backup ORC should be notified immediately so they have an opportunity to
visually see the spill. This will allow the ORC/Backup ORC to provide better estimated
volumes. The ORC or the Backup ORC is also required by the Collection System
Permit to visit the spill site.
6.The ORC/Backup ORC must fill out the State approved Sanitary Sewer Overflow Form.
A legible copy will be faxed within five (5) days to NCDENR, Winston Salem Regional
office (336-776-9800). If the Director of Operations is unavailable, the ORC will ensure
that the necessary paperwork is completed. Records of spills, including those that are
not required to be reported will be maintained for at least three (3) years and will be made
available to NCDENR staff upon request.
AVAILABLE MATERIALS FOR SSO
Portable Generators Sewer Jet
Drop Cords Vacuum Truck
Portable Electric Lights Tractor Backhoe
Electric Submersible Pumps Dump Trucks
Gas Mud Pumps Flex Suction/Discharge Hose
Powdered Limestone Air Compressor
Fire Hose Sections Lime
6” By-Pass Pump
Water Quality Stream Monitoring Devices
Dissolved Oxygen/pH/Conductivity Meter
SSO TELEPHONE CONTACT NUMBERS
NC DENR 336-776-9800
DWQ (Winston Salem Regional Office)
NC Division of Emergency Management 1-800-858-0368
Envirolink, Inc. 252-235-4900
Eric Youngs (ORC) 252-236-5017
Don Feller (BORC, Area Manager) 919-441-2091
Dave Strum (Operations Manager) 252-235-8763
Josh Powers (Area Manager 704-775-6128
Rose Hernandez, (Manager, COB) 601-900-3599
David Smith (Maintenance Manager, COB) 828-406-2152
Madelyn Mills (Public Notification Coordinator) 984-365-9160
WASTEWATER SPILL REPORTED AT Cottages of Boone
Boone, NC, October x, 2021 – The Cottages of Boone’s wastewater collection system /
wastewater treatment facility experienced a wastewater overflow on Monday, October X, 2021 at
approximately __ p.m. According to Envirolink, the spill of an estimated 2,000 gallons occurred when a
(Mechanical / Electrical Issue) failed resulting in a SSO/Untreated Bypass of the system. The cause of
the SSO was ________, and _______ was completed to stop the overflow. The incident lasted for
approximately __ hours.
The company found no evidence that the spill impacted surface water in the Watuga River Basin.
However, as required, Envirolink notified the state Division of Water Quality on October 3. The agency is
reviewing the matter.
Envirolink operates Cottages of Boone wastewater system, providing service to the residents there. This
notice is required by North Carolina General Statutes Article 21 Chapter 143.215.1C
Example-Notice of Sewer Spill
Spill and Conductivity Reporting Form
Location of Spill: ________________________________________________________
Time of Spill: ______________AM or PM Date of Spill: __________________
Time of Clearing Spill: ________AM or PM Date of Clearing Spill: __________
Cause of Spill: ___________________________________________________________
Did spill reach surface water?: ___________ Time ORC was notified: _____________
Conductivity/DO Readings
Initial DO Initial
Conductivity
2nd
DO
2nd
Conductivity
3rd
DO
3rd
Conductivity
Entry Point
Time Recd.
50’
Downstream
Time Recd.
100’
Downstream
Time Recd.
150’
Downstream
Time Recd.
200’
Downstream
Time Recd.
250’
Downstream
Time Recd.
**Note: 2nd and 3rd readings are to be taken during cleanup.
**More readings may be necessary depending upon the size of the spill and the time period in
which the stream is being flushed to maintain water quality.
Pump and Haul Record
Date: _________________ Page __of__
Tanker
Company
Tanker
Capacity
Drivers
Name
License
Plate#
Destination Time
Loaded
Spill Incident Report Form
Facility: ______________________ Incident# ____________________
Owner: The Cottages of Boone Region: Winston Salem Regional Office
City: __Boone_______________________ County: ___Watuga__________________
Source of SSO _____Sanitary Sewer _____Pump Station
Specific Location of SSO (example: Lift Station # 1, manhole on Main Street, etc)
________________________________________________________
Incident Start Date: ______________ Time: ____________AM or PM
Incident End Date: ______________ Time: ____________AM or PM
Estimated Duration rounded to the nearest hour __________hour(s)
Estimated volume of the SSO ___________gallons
Did SSO reach surface waters?______Yes _____No
Volume reaching surface water _______gallons
Surface Water Name_____________ Did the SSO result in a fish kill? ________
If so, what is the estimated number of fish killed?
Specific Cause of the SSO:
___Natural Disaster ___Grease ___Roots
___Inflow & Infiltration ___Pump Station Equip Failure ___Power Outage
___Vandilism ___Debris in Line ___Other
Explaination: _____________________________________________
Immediate 24-hour verbal notification reported to:
(Name)_____________________________________
_____DWQ ______Emergency Management
Date:_______________ Time:__________________AM or PM
April 4, 2022
Ms. Lauren Raup-Plummer, Engineer III
Division of Water Resources
Subject: Application No. WQ0035784
Permit Modification Application
The Cottages of Boone
Wastewater Irrigation System
Watauga County
Ms. Raup-Plummer,
This package contains the following documents as requested per the NCDEQ Non-Discharge Branch and per permit
modification application form WSIS-06-16:
A. Cover Letter
Enclosed
B. Application Fee
Fee not required on account of being a minor modification
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application
Form WWIS 06-16
documentation it is registered for business with the NC Secretary of State
certificate filed with the Register of Deeds within the county of business COB
D. Property Ownership Documentation
Enclosed: (3) written notarized intent to purchase agreement(s) signed by both parties containing
plat/survey map
E. Soil Evaluation
The modification has no impact upon discharge zones – no soil evaluation required
F. Agronomist Evaluation
The modification has no impact upon discharge zones – no agronomist evaluation required
G. Hydrogeologic Report
The modification has no impact upon discharge zones – no hydrogeologic evaluation required
H. Water Balance
The modification has no impact upon discharge zones – no water balance analysis required
I. Engineering Plans
Attached
J. Specifications
Attached
K. Engineering Calculations
None
L. Site Maps
Existing map
Updated map
Engineering map displaying location of valve
Please see engineering plans and specs
M. Power Reliability Plan
Please see O&M Manual
N. Operation and Maintenance Plan
O&M Manual Enclosed
O. Residuals Management Plan
Enclosed
P. Additional Documentation
Certificate of Public Convenience and Necessity: Not applicable
Existing Permit: Permit enclosed
Final Environmental Document: Not applicable
Floodway Regulation Compliance: Not applicable
Threatened or Endangered Aquatic Species Documentation: Not applicable
Wastewater Chemical Analysis: Not applicable
We transmit these documents to ensure further progress in fulfilling the requirements of the permit modification
application and for the renewal of Wastewater Irrigation Permit No. WQ0035784. All the documents requested by the
Division are attached below.
We greatly appreciate your review and consideration.
Sincerely,
Sean Dwyer
Wallace Loft LLC
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 – WASTEWATER IRRIGATION SYSTEMS
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION

INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6
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 a nd 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 documentatio n.
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 Environment al
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 certific ate 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.
DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 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 wer e
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 cro p based upon each field’s dominant soil series and percent slope.
Plant available nitrogen calculations for each cover crop using the designed effluent conc entrations 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.
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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 80th percentile and a minimum of 30 years of observed data.
Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
Soil drainage based on the geometric mean of the in-situ KSAT tests in the most restrictive horizon and a drainage
coefficient ranging from 4 to 10% (unless otherwise technically documented).
 Other factors that may restrict the hydraulic loading rate when determining a water balance include:
Depth to the SHWT and 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/so il 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 anyt hing other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
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J. 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 Engineer, 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 pip ing, 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.1. 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(l), 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.
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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 remediate.
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 wit h each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
Per 15A NCAC 02T .0504(j) 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(j), 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 t o
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 .0115(a)(1) and .0504(g), provide the Certificate of Public Convenience a nd 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 Divisio n 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 01C .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 fac ility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal
facilities within the floodplain.

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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 Documentatio n (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 (NO3-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: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 – WASTEWATER IRRIGATION SYSTEMS
FORM: WWIS 06-16

FORM: WWIS 06-16 Page 1 of 12
I. APPLICANT INFORMATION:
1. Applicant's name: WALLACE LOFT, LLC d.b.a. The Cottages of Boone
2. Applicant type: Individual Corporation General Partnership Privately-Owned Public Utility
Federal State Municipal County
3. Signature authority’s name: Sean Dwyer per 15A NCAC 02T .0106(b) Title: Director
4. Applicant’s mailing address: 5 Bryant Park, 28th Floor
City: New York State: NY Zip: 10018-
5. Applicant’s contact information:
Phone number: [phone] Email Address: [e-mail]
II. FACILITY INFORMATION:
1. Facility name: Cottages of Boone
2. Facility status: Existing
3. Facility type: Major (≥ 10,000 GPD or ≥ 300 disposal acres)
4. Facility’s physical address: 615 Fallview Lane
City: Boone State: NC Zip: 28607- County: WATAUGA
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 36.197966○ Longitude: -81.700029○
Datum: Select Level of accuracy: Select Method of measurement: Geodetic quality GPS survey
6. USGS Map Name:
III. CONSULTANT INFORMATION:
1. Professional Engineer: License Number: Firm:
Mailing address:
City: State: Zip: -
Phone number: ( ) - Email Address:
2. Soil Scientist: License Number: Firm:
Mailing address:
City: State: Zip: -
Phone number: ( ) - Email Address:
3. Geologist: License Number: Firm:
Mailing address:
City: State: Zip: -
Phone number: ( ) - Email Address:
4. Agronomist: Firm:
Mailing address:
City: State: Zip: -
Phone number: ( ) - Email Address:
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FORM: WWIS 06-16 Page 2 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: WQ00 35784 and most recent issuance date: October 25, 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 01C? 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 10/31/21 Pending WQ0035784 Ms. Lauren Plummer
Stormwater Management Plan
Wetlands 401
Other: Temporary Domestic
Wastewater Pump & Haul Permit 7/29/21 8/26/21 WQ0042770 Mr. Lon Snider
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: 0.108530 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
Residential 120 gal/bedroom 894 107,280 GPD
Clubhouse gal/ 1 1,250 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 1250 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 us ed as vacation rentals
as defined in G.S. 42A-4).

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FORM: WWIS 06-16 Page 3 of 12
IV. GENERAL REQUIREMENTS – 15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? feet mean sea level. Source:
Are any treatment, storage or irrigation facilities located within the 100 -year flood plain? Yes or No
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 6? 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
MW1 Active 36.2014○ -81.7045○ Down Gradient Outside Compliance Boundary
MW2 Active 36.1995○ -81.7004○ Down Gradient Outside Compliance Boundary
MW3 Active 36.2015○ -81.7024○ Down Gradient Outside Compliance Boundary
Select . ○ - . ○ Select Select
Select . ○ - . ○ Select Select
Select . ○ - . ○ Select Select
Select . ○ - . ○ Select Select
Select . ○ - . ○ Select Select
Select . ○ - . ○ Select Select
Select . ○ - . ○ Select Select
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
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

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FORM: WWIS 06-16 Page 4 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) mg/L mg/L
Biochemical Oxygen Demand (BOD5) mg/L mg/L
Fecal Coliforms per 100 mL
Nitrate Nitrogen (NO3-N) mg/L mg/L
Nitrite Nitrogen (NO2-N) mg/L mg/L
Total Kjeldahl Nitrogen mg/L
Total Nitrogen mg/L mg/L
Total Phosphorus mg/L mg/L
Total Suspended Solids (TSS) mg/L 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(l):
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? 72
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Signage and
gates
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

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FORM: WWIS 06-16 Page 5 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) /
Spacings (in)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Flow Equalization 1 Steel 54,496 N-4.2
Flow
Equalization
Tank Detail
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
Select
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
Treatment Unit No. of
Units
Manufacturer or
Material Dimensions (ft) Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Ultraviolet 2 Ultradynamic 4' Bulbs n/a N-4.6 UV System
Detail
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: 2, number of lamps per
bank: 4 and maximum disinfection capacity: 150 GPM.
d. RESIDUAL TREATMENT
Treatment Unit No. of
Units
Manufacturer or
Material Dimensions (ft) Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Aerobic Digester 1 Steel 36,166 N-4.7
Sludge
Holding Tank
Detail
Select

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FORM: WWIS 06-16 Page 6 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 TDH

f. BLOWERS
Location No. of
Blowers Units Served Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference

g. MIXERS
Location No. of
Mixers Units Served Manufacturer /
Type
Power
(hp)
Plan Sheet
Reference
Specification
Reference

h. RECORDING DEVICES & RELIABILITY
Device No. of
Units Location Manufacturer Maximum
Capacity
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
i. EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or φ x H) ft ft ft
Total volume ft3 gallons
Dosing volume ft3 gallons
Audible & visual alarms
Equipment to prevent irrigation during rain events
DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D

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? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: . ○ Longitude: - . ○
Datum: Select Level of accuracy: Select Method of measurement: Select
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? ft2, 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?:
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? ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater t han
1 x 10-7 cm/s? Yes, No 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.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
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: ft Other Unlined
Liner hydraulic conductivity: x - cm/s Freeboard elevation: ft
Hazard class: Select Toe of slope elevation: ft
Designed freeboard: ft Impoundment bottom elevation: ft
Total volume: ft3 gallons Mean seasonal high water table depth: ft
Effective volume: ft3 gallons Embankment slope: :
Effective storage time: days Top of dam water surface area: ft2
Plan Sheet Reference: Freeboard elevation water surface area: ft2
Specification Section: Bottom of impoundment surface area: ft2
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.
DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D

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:
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? n/a
3. Soil Evaluation recommended loading rates (NOTE – This table may be expanded for additional soil series):
Soil Series Fields within
Soil Series
Recommended
Loading Rate
(in/hr)
Recommended
Loading Rate
(in/yr)
Annual / Seasonal
Loading
If Seasonal, list
appropriate
months
Pigeonroost / Tate 1 0.15 101.4 Annual
Pigeonroost 2 0.15 101.4 Annual
Pigeonroost 3 0.15 101.4 Annual
Pigeonroost 4 0.15 101.4 Annual
Pigeonroost 5 0.15 101.4 Annual
Pigeonroost 6 0.15 101.4 Annual
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? Signage
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(t)?
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∙yr)
Phosphorus Uptake
Rate (lbs/ac∙yr)
Mixed Hardwood /
Pine Pigeonroost

a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained:
b. Proposed nitrogen mineralization rate:
c. Proposed nitrogen volatilization rate:
d. Minimum irrigation area from the Agronomist Evaluation’s nitrogen balance: ft2
e. Minimum irrigation area from the Agronomist Evaluation’s phosphorus balance: ft2
f. Minimum irrigation area from the water balance: ft2

DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D

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/yr)
Latitude a Longitude a
Waterbody
Stream Index
No. b
Classification
1 2.8 Pigeonroost / Tate 0.15 101.4 36.20278○ -81.70523○ n/a n/a
2 2.70 Pigeonroost 0.15 101.4 36.20220○ -81.70455○ n/a n/a
3 1.86 Pigeonroost 0.15 101.4 36.20226○ -81.70353○ n/a n/a
4 2.72 Pigeonroost 0.15 101.4 36.20179○ -81.70248○ n/a n/a
5 1.72 Pigeonroost 0.15 101.4 36.19999○ -81.69855○ n/a n/a
6 2.59 Pigeonroost 0.15 101.4 36.19928○ -81.69930○ n/a n/a
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
. ○ - . ○
Total
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: http://deq.nc.gov/about/divisions/water -resources/planning/classification-standards/classifications
Spray Irrigation Design Elements Drip Irrigation Design Elements
Nozzle wetted diameter: ft Emitter wetted area: 625,914 ft2
Nozzle wetted area: ft2 Distance between laterals: 4 ft
Nozzle capacity: GPM Distance between emitters: 2 ft
Nozzle manufacturer/model: / Emitter capacity: 0.62 GPH
Elevation of highest nozzle: ft Emitter manufacturer/model: Netafim / 17
Specification Section: Elevation of highest emitter: 3784 ft
Specification Section: N-6.3

DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D

FORM: WWIS 06-16 Page 10 of 12
VIII. SETBACKS – 15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? Yes or No
If no, list non-compliant setbacks:
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 300 n/a
Any habitable residence or place of assembly owned by the Permittee to be maintained as
part of the project site n/a
Any private or public water supply source 150 n/a
Surface waters (streams – intermittent and perennial, perennial waterbodies, and wetlands) 300 200
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) n/a
Any well with exception of monitoring wells 150 n/a
Any property line 100 n/a
Top of slope of embankments or cuts of two feet or more in vertical height 100
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 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:
Parameter Estimated Influent
Concentration
Designed Effluent
Concentration
(monthly average)
Designed Effluent
Concentration
(daily maximum)
Ammonia Nitrogen (NH3-N) mg/L mg/L mg/L
Biochemical Oxygen Demand (BOD5) mg/L mg/L mg/L
Fecal Coliforms per 100 mL per 100 mL
Total Suspended Solids (TSS) mg/L mg/L mg/L
Turbidity NTU

DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D

FORM: WWIS 06-16 Page 11 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(g)? 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) wi thin 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? Yes 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(g)(7), how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? Yes or No
16. Is the spray irrigation 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
DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D

FORM: WWIS 06-16 Page 12 of 12
Professional Engineer's Certification:
I, attest that this application for
(Professional Engineer’s name from Application Item III.1.)

(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the 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 b e 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 fin e not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:

Applicant's Certification per 15A NCAC 02T .0106(b):
I, 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 wastewa ter
from this non-discharge system to surface waters or the land will result in an immediate enforcement action that may include ci vil
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 co mpleted and that
if all required supporting information and attachments are not included, this application package will be returned to me as i ncomplete.
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 abandone d, 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 fin e not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:

615 Fallview Ln., Boone, NC (Wallace Loft LLC d.b.a. The Cottages of Boone)
Sean Dwyer, Director
DocuSign Envelope ID: FBEAD123-D04D-45B7-9DE0-C7CBAADAE69D
07-Apr-2022 | 2:54 AM SGT
Exhibit C
Certificate of Authority of Wallace Loft LLC
NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
CERTIFICATE OF AUTHORITY
OF
WALLACE LOFT LLC
the original of which was filed in this office on the 4th day of April, 2017.
IN WITNESS WHEREOF, I have hereunto set
0 0 my hand and affixed my official seal at the City
of Raleigh, this 18th day of May, 2017.
3L
IFE
Scan to verify online.
Certification# 100649175-1 Reference# 13852244- Page: 1 of 4 Secretary Of State
Verify this certificate online at http://www.sosnc.gov/verification

SOSID: 1585582
Date Filed: 4/4/2017 11:22:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2017 086 01677
State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIlVIITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is Wallace Loft LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Delaware
3. Principal office information: (Select either a or b.)
a. 0 The limited liability company has a principal office.
The principal office telephone number. 310 867 2720
The street address and county of the principal office of the limited liability company is:
Number and Street: 2029 Century Park East, Suite 40ON
city: Los Angeles State: CA Zip Code: 90067 County: Los Angeles
The mailing address, if diQ'erent fi nm_tbe street address, of the principal office of the corporation is:
Number and Street: ....
City:... State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is:.. Corporation Service Company
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number and street:327 Hillsborough Street
City: Raleigh State: NC zip Code: 27603 County: Wake
6. The North Carolina mailing address, If'difrerent from the street address, of the registered agent's office is the State of North
Carolina is:
Number and Street:
City: State: NC
CORPORATIONS DIVISION
(Revised January 2014)
Zip Code: County:
P.O. BOX 29622
RALEIGH, NC 27626-0622
(Form L-09)
Certification# 100649175-1 Reference# 13852244- Page: 2 of 4

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addressor of the current company officials of the limited liability company are:
(rue attaciunent if naceasary)
None and True
Chua Tlow Chye, Chief Executive Oifleer/Di actor
Shirley Tay Bee Hong, Director
Wan Kwong Wang, DirectorMce President
BusifiessAd real
10 Pasir Penlang Road #13.01, Mapletree Business City, Singapare 117438
10 Pesir Panlang Road #13-01, Mapletree Business City, Singapore 117436
10 Pasir Panlang Road #13-01, Mapletree Business City, Singapore 117438
8. Attached is a certificate; of existence (or document of similar import), duly authenticated by the secretary of state or other official
having Custody ofBmited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A bhotocoov of the certtflgation cannot be aeeented
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the resolution
of its managers adopting the fictitious name in attached
10. (Optional): Please provide a business e-mail address: I Privacy Redaction
The Secretary of State's Office will e-mail the business automaticany a' al tl thewdress provideeamove at no cost w eu a docunwnt C•1 [Q
is filed. The e-mailprovided will -not be viewable.on the w_ _ ebsite. For more information on why this service is offered, please
see the instructions for this document. 91
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 20th day March 2017
Wallace Loft LLC
N to oifL milted Liability Compa
Ci���V`
Signature of CC'omp .ty O ielaI
Chua Tiow Chye, Chief Executive Officer
7)Ve or Print Name and 71de
Notes:
L. Filing fee Is S250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. BOX 29622
(Revtaed January 2014)
RALEIQH, NC 27626-0622
(Form L-09)
Certification# 100649175-1 Reference# 13852244- Page: 3 of 4

Delaware Page
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "WALLACE LOFT LLC" IS DULY FORMED UNDER
THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A
LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF
THE TWENTY—FOURTH DAY OF MARCH, A.D. 2017.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "WALLACE LOFT
LLC" WAS FORMED ON THE SIXTH DAY OF JANUARY, A.D. 2017.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
6271310 8300
SR# 20172010517
You may verify this certificate online at corp.delaware.gov/authver.shtml
Authentication: 202262622
Date: 03-24-17
Certification# 100649175-1 Reference# 13852244- Page: 4 of 4

Exhibit D
Certificate of Good Standing of Wallace Loft LLC (North Carolina)
xi P NORTH CAROLINA
' Department of the Secretary of State
CERTIFICATE OF AUTHORIZATION
(Limited Liability Company)
I, Elaine K Marshall, Secretary of State of the State of North Carolina, do hereby
certify that
WALLACE LOFT LLC
a limited liability company organized under the laws of Delaware, was authorized
to transact business in the State of North Carolina by issuance of a certificate of authority
on the 4th day of April, 2017.
I FURTHER certify that the said limited liability company's certificate of authority
is not suspended for failure to comply with the Revenue Act of the State of North
Carolina; that the said limited liability company's certificate of authority is not revoked
for failure to comply with the provisions of the North Carolina Limited Liability
Company Act; and that a certificate of withdrawal has not been issued in the name of the
said limited liability company as of the date of this certificate.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this l Ith day of May, 2017.
Scan to verify online.
C'ertitieation# 100619419-1 Reference# 13840875- Page: 1 of 1 s ccret a ir-sr Uf State
Verify this certificate online at litq)://www3osue.gov/verification

Tax Lot No.
day of
Excise Tax �120,000.00
201_ by
Verified by
This instrument was prepared by: Joseph D. McCullough, Esq.
FILED PmY J. Shook
Ragi star of Deeds, Watauga Co, We
Fee Rmt: $26.00
NC Excise Tax: $120,000.00
ek 1921 Pg 464 1 1
corded 06101/2017
Doc NO; 668761Kind:a11'46 pN
DEED
III IIIIIIIIIIIIIIIIIIIIIIIIIII i III
658761
Recording Time, Book and Page
County on the
After recorrlinvlreturn to:
First American Tille Insurance Co.
Christopher J. Albee, Esquire
7.01 S College Street, Suite 1440
Charlotte, NC 28244
File No,
Brief Description for the index Tract 1, Plat Book 23, Pages 136-137; Tract 2 Plat Book 23, Pages 136-137
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this C, day of UC,�, 2017, and made effective this � �# `4 day of
_ 2017 by and between
GRANTOR
GRANTEE
CCC-BOONE, LLC, a Delaware limited liability
WALLACE LOFT LLC, a Delaware limited
company
liability company
Tax Mailing Address
Tax Mailing Address
c/o Kayne Anderson Real Estate Advisors, LLC
c/o Mapletree US Management, LLC
One Town Center Road,
Unit Nos. 472 to 474
Suite 300
2029 Century Park East
Boca Raton, Florida 33486
Suite 40ON
Los Angeles, California 90067
Enter in appropriate b1ml for each pany name, address, an& if appropriate, character of emiry, eg., corporation or pannmhip.
The
designation Grantor and Grantee as used
herein shall
include said parties, their hews, successors, and assigns,
and
shall include singular, plural, masculine,
feminine or
neuter as required by context.
LA 132984858v2

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DEED
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple all that
certain lot or parcel of land situated in Watauga County, North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
The Property does not include the primary residence of Grantor.
The property hereinabove described was acquired by Grantor by instruments recorded in (i) Book 1632 at Page 816,
(ii) Book 1632 at Page 823, (iii) Book 1632 at Page 840, and (iv) Book 1632 at Page 855, all in the Watauga County
Public Registry.
A map showing the above described property is recorded in Plat Book 23, Page 136 and Page 137, at the Watauga
County public registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received,
and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or through
Grantor, except for the exceptions hereinafter stated:
See Exhibit B attached hereto and incorporated herein by reference.
[Remainder of Page Intentionally Blank]
LA 132984858v2

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Kind:
DEED
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed the day and year first above written
GRANTOR:
CCC-BOONE, LLC,
a Delawar -limited liability company
By: i
Name: S. David Selznick
Title: Vice President
STATE OF FLORIDA )
)as.
COUNTY OF PALM BEACH )
I hereby certify that on this 6-'J" day of Moat 2017, before me,
Sh
e3vt}•e..( S�uy�dia the undersigned Notary Public of said State, personally appeared
�.�CA�1C� Seizes �� who acknowledge himself/herself to be a
V tCt Pr idCs)- - of CCC-Boone, LLC, a Delaware limited liability company, known to
me (or satisfactorily proven) to be the person whose name is subscribed to the within instrument,
and acknowledged that he/�he executed the same for the purposes therein contained as the duly
authorized \1 tC f of said limited liability company by signing the name of the
limited liability company by himself/herself as'Vi C e PreS &-'Cl-4
WITNESS my hand and Notarial seal.
Signature of Notary
�°j�a"!¢6 SHANTELT.3MfTH
* MY COMMISSU, # FF 176355
EXPIRES: November 16. 2015
Nj"eomoe 8141d1hru Budget NotaryServkes
[Notary Seal]
(CCC Baane — Syecial F<'<n•rnnty Deed)

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EXHIBIT
A
Description of the Property
Tract l:
Being a certain tract of land, being located in the New River Township, Watauga
County, North
Carolina
being the
combined property
now known as "Tract 1" as recorded in
Plat Book 23,
Page 136
and Page
137, at the Watauga
County public registry, containing 60.707
acres.
Tract 2:
Being a certain tract of land, being located in the New River Township, Watauga County, North
Carolina now known as "Tract 2, as recorded in Plat Book 23, Page 136 and Page 137, at the
Watauga County public registry containing 10.053 acres.
LA 132984858v2

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Doc No: 658761. Kind: DEED
Permitted Exceptions
1.
Zoning and subdivision Laws, ordinances and regulations, now or hereafter in effect
relating to the Property.
2.
Liens or claims of lien for work or materials performed or supplied by
or on behalf of a
tenant for which tenant is responsible under
its lease.
3.
Taxes for the year 2017 due and payable, a
lien not yet due and payable,
and all
subsequent years.
4.
Easements and any other facts as shown on
plat recorded in Plat Book
23, Page 128,
Watauga County Registry,
5.
Easements and any other facts as shown on
plat recorded in Plat Book
23, Page 130,
Watauga County Registry,
6.
Easements and any other facts as shown on
plat recorded in Plat Book
23, Page 132,
Watauga County Registry.
7.
Easements and any other facts as shown on
plat recorded in Plat Book
23, Page 136,
Watauga County Registry,
8. Easements and any other facts as shown on plat recorded in Plat Book 23, Page 414,
Watauga County Registry,
9. Right of Way Agreement to Crystal Dawn Vannoy recorded in Book 911, Page 49,
Watauga County Registry.
10. Access and Utility Easement Agreement to CCC-Boone, LLC, a Delaware limited
liability company recorded in Book 1632, Page 826, Watauga County Registry.
11. Access and Utility Easement Agreement to CCC-Boone, LLC, a Delaware limited
liability company recorded in Book 1632, Page 844; and as amended in Book 1687, Page
267, Watauga County Registry.
12. Utility Easement to Blue Ridge Electric Membership Corporation, its successors, assigns
and licensees recorded in Book 1668, Page 358, Watauga County Registry.
13. Non -Exclusive Access Easement Agreement to Ralph and Andrea League, husband and
wife recorded in Book 1698, Page 633, Watauga County Registry.
14. Right of way of NC 1552 (Poplar Grove Road) to its full legal width.
15. Rights of tenants, as tenants only, under unrecorded leases executed prior to the date
hereof, as shown on the rent roll attached to the Grantee's Title Policy.
LA 132984858v2

Bk 1921 P9 469
Doc No: 658761 Kind: DEED
16. Items shown on that certain ALTA/NSPS Land Title Survey prepared by Blue Ridge
Geomatics, PA, Job No. 0620012014, dated January 16, 2017, last revised January 17,
2017.
17. Multifamily Deed of Trust, Assignment of Rents, Security Agreement and Fixture Filing
to Mark S. Shiembob for the benefit of PNC Bank, National Association, a national
banking association, recorded in Book 1781, Page 777; as assigned in Book 1781, Page
808; and as further assigned in Book 1796, Page 359, Watauga County Registry
18. UCC Financing Statement showing CCC-Boone, LLC as Debtor, and Federal Home
Loan Mortgage Corporation as Secured Parry, recorded in Book 1781, Page 800; and as
assigned in Book 1796, Page 366, Watauga County Registry
LA 132984858v2

FILED region Toor—cl
Register�of Deeee Sd5s, Watauga Lo, NC
NC
Real,dlngstate TX $20 �00
201 � 020002300 AGMT
Bk: BR1208557 P9:569
02/08/2011 04 38.21 PM 113
I20I11 O2OB000OI12300IIII I ��II III I III
Prepared by and return to Walker 8 Diire, Attorneys at Law
783 West Kingg Street
Boone, North Carolina 26607
STATE OF NORTH CAROLINA SHARED SPRING AGREEMENT
COUNTY OFWATAUGA
THIS SHARED SPRING AGREEMENT, made this 2a day of February, 2011, by and between
James L. Vannoy and wife Peggy S. Vannoy (hereinafter called Party of the First Part), and Ralph League
and wife, Andrea League (hereinafter called Party of the Second Part);
WHEREAS. the Party ofthe First Pan is the owner 0fthe property fully described in the dead recorded
in Watauga County Public Registry, Book 1421, Page 424, and identified as PIN 2900-32-5914-000,
WHEREAS, the Party of the Second Party is the owner of the property fully described in the dead
recorded in Watauga County Public Registry, Book Page5o;
175I
WHEREAS, the Party of the First Part has upon its property a remain spring (hereinafter referred to
as "Spring") for domestic water purposes;
WHEREAS, me Parties hereto with to formalize their arrangement for the shared use of the Spring
as provided below.
NOW, THEREFORE, for good and lawful considerations flowing from this agreement, the adequacy
of which is hereby mutually acknowledged, it is agreed and covenanted as follows:
1. The Party of the First Pad hereby grants, bargains, sells and conveys unto the Party of the
Second Part, their heirs. successors and assigns a one-half undivided interest in and to that
existing Spring located on the aforesaid property, together with a perpetual right-of-way and
easement to repair, maintain and replace said Spring and accessories and waterlines
leading from saitl Spring to the property of the Party of the Second Part,
2. The Party of the First Part hereby agrees to keep the electrical service to the water pump
serving said Spring on at all times so that the pump will be functioning at all times.
3. The Parties hereto hereby agree that they shall each be responsible for one half of the actual
costs of operating, maintaining and repairing the Spring and water pump attached thereto.
This obligation shall take effect on the date of this Agreement.
4. Both Parties hereto agree that only one residence on the property of the Party of the First
Part and only one residence on the property of the Party of the Second Part shall use water
fromssul Spring. No additional residences or other users shall hook onto and use water from
said Spring without the prior written permission of both Parties.
5. The terns and provisions ofthis Agreement shall be binding upon and inure to the behalf of
the Parties hereto, their heirs, successors and assigns and it being understood that this
Agreement shall mo with the lands of the Parties and Is an easement appurtenant to the
lands of the Parties.

BR1557 SJO 2/3
IN 4VITNE WH? REOf,tha PaAes tmtio Have hereunto 5H ftIl hsrrJs ami s£aii ft dey acid
year O(§t abovCerdtten.
6j.:�K�
Amhea ieayie'
COUNfYOE (&M._„•
1, NF� RP—C .at•YUIarS•PUWico*geld CmmlY and Ste[e. dD herebyc9 tlly lttBf Nalph
League and Mfs Ar>Aaa U89W:.; Iw!IoAafM appeared befm nee mm l4ay ON ecknoiv gsd t dw
Y.p'AA tef 11,E Coregomg il?$1!#IYY nt fa the A X'Pp &SNieraN ezptc6sad'.
ftAvyhamando ctalWn .hsf _k ft pf Fetittmy.. MI 1.
-. -+. .
D,.'bLaR"PUbIW wr oc
tAyj edmrtessfon axpirzs:. _, •• a
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12014

BR!557 �I57�J611313
�1�11 U����������i►���i�i�������
IN WITNESS WHEREOF, the Parties hereto have hereunto set their hands and seals the day and
year first above written.
o•vw-4 �a lJ �"']
�Ja�ir L. Vannoy
eggy .V nnoy
STATE OF a
COUNTY OF -N
I, /y fGq,fd erdpie/f7 , a Notary Public of said County and State, do hereby certify that James L.
Vannoy And Peggy S.Vannoy, personally appeared before me this day and acknowledged the due execution
of the foregoing instrument for the purposes therein expressed.
Witness my hand and official seal, this the q day of February, 2011.
Notary Pu lic
My commission expires:
—L
•V�+""'O- Mngr ,G ERDWEIN
Notary Pumic State of Flmltfa
' My CaEaoitea Afs/28, 2O,I
• - Commssien z DD ?"fig
+u,',k't"�� R�inao imrvgM1NaEpytNoptyFyt.

Y
Prepared by and return to: Walker s DiVenere,
783 West Xing Street, Boone, NC 28609 (828)
FILED Joann munsend
Register of Deeds, Watauga Co. NC
Fee Not $26 00
ak 1632 Pg 826 (14)
Recorded: 05111/2012 at 04 16 40 PM
Doc No 604201 Kind RGMT
III IIIIIIII IIIIIIII II II II III III III
Attorneys at Law
268-9690
ACCESS AND UTILITY EASEMENT AGREEMENT
THIS ACCESS AND UTILITY EASEMENT AGREEMENT (this "Agreement') is made
and entered into m of the ri�'day of May, 2012, by and among Garry M. Henson, Joyce C.
Henson, Glenn Hicks and Donna H. Hicks (collectively, "Grantors"), and CCC-Boone, LLC, a
Delaware limited liability company ("Grantee").
WHEREAS, on even date herewith, Grantee has purchased and acquired from Grantors a
parcel of real estate located in Watauga County, North Carolina, being a portion of the larger
parcel of real estate owned by Grantee in Watauga County, North Carolina legally described on
Exhibit "A" attached hereto (the "Grantee Property");
WHEREAS, Grantors own a parcel of property located immediately to the north of the
Grantee Property, which real property is legally described on Exhibit`B" attached hereto (the
"Grantor Property");
WHEREAS, Grantee is developing and constructing a student housing development on
the Grantee Property (the "Project');
WHEREAS, in order to obtain ingress, egress and utility services from the Project to a
public road way, Grantee requires an easement for access, ingress and egress and utilities to be
established for the benefit of the Grantee Property and any owners and/or tenants thereof at the
location therefor described on Exhibit "C" attached hereto (the "Permanent Easement Area"), all
on and subject to the terms and conditions hereof.
Aces Ewnnent - I Igg on - Capstone - annnc

DOC# 604201
8k 1632 Pg 827
Doc No. 604201 Kind PGMT
NOW, THEREFORE, for and in consideration of the mutual covenants and agreements
contained herein and other good and valuable consideration, the receipt and sufficiency of which
are hereby acknowledged, the parties hereto, intending to be legally bound, do hereby covenant
and agree as follows:
1. Grant of Permanent Easement. Grantors hereby grant and convey to Grantee, its
successors and assigns, for Grantee's use, enjoyment and benefit, and for the use enjoyment and
benefit of all lessees and tenants of the Grantee Property and all employees, agents, invitees,
licensees and guests of Grantee or Grantee's lessees and tenants, and subject to all matters now
affecting title to or use of the Grantor Property, a perpetual easement for the purposes of (i)
constructing and maintaining an asphalt driveway, sidewalks and related improvements (the
"Improvements"), (it) constructing, installing, maintaining, repairing and/or replacing, as
applicable, all utilities necessary and convenient to Grantee in the use and enjoyment of the
Grantee Property, including, without limitation, stormwater management facilities, electric, gas,
cable, telephone and intemet (the "Utilities"), (iii) constructing, installing maintaining, repairing
and/or replacing, as applicable, Signage for the Project (the "Project Signage") and (iv) providing
pedestrian and vehicular ingress and egress over and across the Permanent Easement Area for
purposes of providing direct access to and from Poplar Grove Road (the "Permanent Easement").
The Permanent Easement is to be used exclusively for the benefit of the Grantee Property, except
that the owners of the Grantor Property and all employees, agents, invitees, licensees and guests
of Grantor or Grantor's lessees and tenants may travel over the Permanent Easement and use the
improvements constructed thereon for ingress and egress to and from the Grantor Property and
Poplar Grove Road.
2. Permanent Easement Perpetual; Termination. The Permanent Easement is
perpetual, runs with the land, is intended to confer restrictions and benefits on and to the parties
hereto, constitutes an equitable servitude. It is the intention of the parties hereto that the holders
of all existing and future mortgages and other interests with respect to all or any portion of either
the Grantor Property or the Grantee Property shall acquire and/or hold their respective mortgages
and other interests subject and subordinate to this Agreement and the Permanent Easement, and
that the foreclosure or other exercise of rights by any such holder shall not terminate or cancel the
Permanent Easement or this Agreement in any respect.
3. Grant of Temporary Easement. Grantors hereby convey to Grantee, for Grantee's
use, enjoyment and benefit, and the use, enjoyment and benefit of any subsequent owner or
owners of the Grantee Property, and subject to all matters now affecting title to or use of the
property herein described, a temporary non-exclusive easement appurtenant to the Grantee
Property in the location described on Exhibit "D" attached hereto for the purpose of constructing
and installing the Improvements, Utilities and Project Signage (the "Temporary Easement" and
collectively with the Permanent Easement, the "Easements"). The Temporary Easement will
automatically terminate upon completion of construction and installation of the Improvements,
Utilities and Project Signage and removal of all equipment and material from the Grantor
Property other than any items that are permitted to remain on the Grantor Property pursuant to
the Permanent Easement or other provisions of this Agreement. The Temporary Easement,

DOC# 604201
ak 1632 P9 626
Doc No 604201 Kind RGMT
subject to the limitations contained herein, runs with the land, is intended to confer restrictions
and benefits on and to the parties hereto and the land herein described, constitutes an equitable
servitude, and may be modified and/or terminated only upon the written agreement of the parties
hereto or their respective successors and assigns, which agreement must be recorded in the filing
office in which this Agreement is recorded. The parties hereto intend that the holders of all
existing and future mortgages and other interests with respect to all or any portion of the Grantor
Property shall acquire and/or hold their respective mortgages and other interests subject and
subordinate to the Temporary Easement for so long as the Temporary Easement is in effect and
that the foreclosure or other exercise of rights by any such holder shall not terminate or cancel the
Temporary Easement or this Agreement in any respect.
4. Estoppel Certificate. Grantors and Grantee each hereby agree that upon written
request from time to time by the other party, they or it will issue to a prospective mortgagee of
the other party or to a prospective successor owner of all or any portion of the other party's
property an estoppel certificate containing such information as may be reasonably required with
regard to the status of the Easements and this Agreement and the performance by the parties of
any and all of their duties and obligations hereunder.
S. Grantor Acknowledgments. Grantors hereby acknowledge and agree to the
following:
(a) Grantee intends to constmct the Project and to lease or sell units in the Project to third
parties; and
(b) The residents of units in the Project and their guests may, upon occupancy of any such
unit, use the Permanent Easement for ingress and egress to and from the Project and
Poplar Grove Road.
6. Sub -Servitudes for Utilities. Grantee shall have the right to grant such sub -
servitudes within the Permanent Easement Area to the various third -party providers of utility
services to the Grantee Property as shall be necessary and appropriate in connection with the
construction, installation, maintenance and repair of the Utilities and the Project.
7. No Public Dedication. Nothing contained herein shall be deemed to be a gift or
dedication of any portion of the Easements to the general public, or for any public use or purpose,
whatsoever.
8. Severability. Invalidation of any of the provisions contained in this Agreement
shall in no way affect any of the other provisions hereof or the application thereof to any other
person or entity, and the remainder of this Agreement shall remain in full force and effect.
9. Bindin Effect. ffect. The terms of this Agreement shall inure to the benefit of and be
binding upon the parties hereto and their respective successors and assigns which become owners
of either the Grantee Property or the Grantor Property.

DOC# 604201
ak 1632 P9 829
Doc No 606201 Kind kGMi
10. Applicable Law. It is expressly understood and agreed that this Agreement and all
questions arising hereunder shall be construed according to the laws of the State of North
Carolina.
11. Counterparts. This Agreement may be executed in any number of identical
counterparts, any or all of which may contain signatures of fewer than all of the parties but all of
which taken together shall constitute a single instrument.
12. Terminology. Whenever the context requires, words used in the singular shall be
construed to mean or to include the plural and vice versa, and pronouns of any gender shall be
deemed to include and to designate the masculine, feminine or neuter gender.
13. Joint and Several Liability. The obligations and liabilities of Grantors hereunder
are joint and several.

DOC# 604201
Bk 1632 Pg 830
Doc No 604201 Rind. acMT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective duly authorized representatives effective as of the day and year
first written above.
GRANTO $:
/1iLlL'u401Q/
GARRtM.HENSON
'-JOYCE C. HENSON
CS
DONNA H. HICKS
GRANTEE:
CCC - BOONE, LLC, a Delaware limited liability company
By: Capstone Collegiate Communities, LLC, as its
Manager
As

DOC# 604201
ak 1632 P9 831
STATE OF — o0o Mo. sac2or xmd-. nuMT
COUNTY OF �U oa .
I, the undersigned Notary Public in and for said County in said State hereby certify that
Garry M. Henson, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this day of May, 2012.
Gail D. Fox
Notary Public
Watauga County
North Carolina
{SEAL} M Commission Ex Tres 7 26 2015 OTARY PUBLIC
"`r y Commission Expires:
STATE OF
COUNTY OF
I, the undersigned Notary Public in and for said County in said State hereby certify that
Joyce C. Henson, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
i
Given under my hand and official seal this 2 day of May, 2012.
SEAL notary Public OTARY PUBLIC
Watauga County
..., __North Carolina y Commission Expires: %� 7iin5
STATE OF 1"%lL
COUNTY OF
I, the undersigned Notary Public in and for said County in said State hereby certify that
Glenn Hicks, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this ?'—day of May, 2012.
A�a, '4*
{SEAL} Gail D Fox OTARY PUBLIC
Notary public y Commission Expires: %-Z6
Watauga county
M Commission Carolina
Tres 7/262015

DOC# 604201
STATE OF
Ne- ax 1632 P9 832
�-{� (j
COUNTY OF �i �[2=u P Doc No 606201 Kind PGMT
I, the undersigned Notary Public in and for said County in said State hereby certify that
Donna H. Hicks, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this % day of May, 2012.
Gail D. Fox
Notary Public
Watauga County
SEAL)North Carolina
{ M Commission Ex Tres 712620i5 NOTARY PUBLIC
My Commission Expires:
STATE OF ALABAMA
COUNTY OF JEFFERSON
I, the undersigned Notary Public in and for said County in said State hereby certify that
whose name as of Capstone Collegiate Communities,
LLC, an Alabama limited liability company, acting in its capacity as Manager of CCC - Boone,
LLC, an Alabama limited liability company, is signed to the foregoing agreement, and who is
known to me, acknowledged before me on this day in Jefferson County, Alabama that, being
informed of the contents of said agreement, he, as such officer and with full authority, executed
the same voluntarily for and as the act of said corporation acting in its capacity as the Manager of
said limited liability company on the day the same bears date.
Given under my hand and official seal this day of May, 2012.
{SEAL}
NOTARY PUBLIC
My Commission Expires:

DOC# 604201
9k 1632 P9 833
Doc No-. 600201 Kind AGMT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective duly authorized representatives effective as of the day and year
first written above.
GRANTORS:
GARRY M. HENSON
C.HENSON
GLENN HICKS
DONNA H. HICKS
GRANTEE:
CCC - BOONE, LLC, a Delaware limited liability
company
By: Capstone Collegiate Communities, LLC, as its
Manager
Ir- _�/�/

DOC# 604201
STATE OF _
COUNTY OF
ak 1632 Pg 834
Doc No 604201 Hind AGMT
I, the undersigned Notary Public in and for said County in said State hereby certify that
Donna H. Hicks, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, s/he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this day of May, 2012.
{SEAL}
STATE OF ALABAMA
COUNTY OF JEFFERSON
NOTARY PUBLIC
My Commission Expires:
1, the undersigned Notary Public in and for said County in said State hereby certify that
lRbip H4Dtal4,hd whose name as lyl 4 of Capstone Collegiate Communities,
LLC, an Alabama limited liability company, acting in its capacity as Manager of CCC - Boone,
LLC, an Alabama limited liability company, is signed to the foregoing agreement, and who is
known to me, acknowledged before me on this day in Jefferson County, Alabama that, being
informed of the contents of said agreement, he, as such officer and with full authority, executed
the same voluntarily for and as the act of said corporation acting in its capacity as the Manager
of said limited liability company on the day the same bears date.
Given under my hand and official seal this d day of May, 2012.
'0PH\E flOg�N.P /
`7b/
{SEAL} c �' HOTggy `41 � N TARY PUBLIC IerAnronac3rg3aAuu3uArw43
My Commission Expires:
MY COMMISSM IMPIRMAUGUSr SI,f013
_
i y, •upBG '

DOC# 604201
EXHIBIT "A"
Tract 1
Sk 1632 P9 835
Doc No. 604201 Kind AGMT
Beginning at an 5/8" rebar set in the Garry & Joyce Henson Line recorded in
Deed Book 687, Page 36 Watauga County Register; said rebar being located S
01'38'57" E a ground distance of 397.97' from North Carolina Geodetic Monument
"Poplar", said monument having North Carolina Grid Coordinates N=904,944.85
feet and E=1,201,855.67 feet;
thence running with the new line across the Henson Tract N 85"42'00" E a total
distance of 927.95' and passing a temporary construction easement at 416.66',
passing a new utility and access easement at 419.20' and at 489.24', and
passing again the temporary construction easement at 518.171;
thence running with the Henson and Templeton Properties (DR. 1311, PG. 748
Watauga County Register) line S DO°35'16" E a distance of 943.14' to a 5/8"
rebar found;
thence with the Brown (DB. 1419, PG. 261) and Templeton Properties line S
88"49142" E a distance of 273.8B' to a 5/8" rebar found;
thence with the Brown and Templeton Properties (DB. 1311, PG. 748 Watauga
County Register) line S 00°18'54" E a distance of 121.87' to a 1" open iron
pipe found at a fence corner;
thence with the Templeton Properties and the James and Peggy Vannoy (DB. 1421,
PG. 424 Watauga County Register) line N 88'00'29" E a distance of 233.22' to a
1" open iron pipe found in a fence line;
thence with the Vannoy and Templeton Properties (DB. 1039, PG. 280) line S
88°03'33" E a distance of 490.74' to a 1" open iron pipe found in a fence
line;
thence with the Vannoy and Patel (DB. 3891 PG. 321 Watauga County Register)
line S B7'56'31" E a distance of 447.61' to a 5/8" rebar found;
thence with the Vannoy and League (PG. 1557, PG. 567 Watauga County Register)
S 02°02'34" W a distance of 445.92' to a 5/8" rebar found;
thence with the Vannoy and League line S 50°31'07" W a distance of 232.29' to
a 5/8" rebar found;
thence with new line through the Vannoy Tract S 79017'18" W a distance of
631.52' to a 5/8" rebar set;
thence with new line S 36°21'16" W a distance of 453.50' to a 5/8" rebar at,
passing a new 40' utility easement at 151.141;
thence with new line N 46°39'30" W a distance of 545.73' to a 1" open iron
pipe found;
thence with new line through Michael Vannoy's lands (DB. 1558, PG. 793 Watauga
County Register) N 76'29'58" W a distance of 226.58' to a 5/8" rebar set;
thence with new line N 27°56'45" E a distance of 280.15' to a 5/8" rebar set;
thence with new line with Vannoy and Edmisten (DB. 596, PG. 454 Watauga County
Register) line N 76�27`48" E a distance of 32.05' to a 5/8" rebar found;
thence with the Varney and Edmisten N 10°11'42" W a distance of 231.01' to a
5/8" rebar found;
thence with the Brown and Edmisten line S 74°54'16" W a distance of 179.81' to
a 5/8" rebar found at the start of a 45' right-of-way recorded in De. 1419,
PG. 261 Watauga County Register;
thence with the Brown and Edmisten line at the 45' right-of-way the following
calls:
S 52°47'30" W a distance of 104.52' to an unmarked point;
thence S 17"46'49" W a distance of 101.47' to an unmarked point;
thence S 42"22'04" W a distance of 43.28' to an unmarked point;
thence S 57`53'04" W a distance of 51.80' to an unmarked point;
thence S 74"44'39" W a distance of 58.99' to an unmarked point;
thence S 89"15'44" W a distance of 131.01' to an unmarked point;
thence S 89"15'44" W a distance of 49.89' to an unmarked point at the
centerline of Poplar Grove Road (NCSR 1552) and thus ending the 45' right-cf-

DOC# 604201
Bk 1632 Pg 836
Doc No: 604201 Kind RG%i
way, said unmarked point being N 5V 36'01" W a distance of 199.20' from a rail
road spike found at the centerline of Poplar Grove Road;
thence running with the Brown line and the centerline of Poplar Grove Road the
following calls:
thence with a curve turning to the left with an arc length of 126.92', with a
radius of 675.00', with a chord bearing of N 77"16'25" W, with a chord length
of 126.73' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of
197.13', with a radius of 875.00', with a chord bearing of N 76012'20" W, with
a chord length of 196.71' to a rail road spike found;
thence with a compound curve turning to the right with an arc length of
122.47', with a radius of 120.00', with a chord bearing of N 40°31'00" W, with
a chord length of 117.22' to an unmarked point;
thence with a reverse curve turning to the left with an arc length of 302.31'
with a radius of 1500.00', with a chord bearing of N 17"03'15" W, with a chord
length of 301.80' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of 69.28',
with a radius of 490.00', with a chord bearing of N 18°46'40" W, with a chord
length of 69.23' to an unmarked point;
thence leaving Poplar Grove Road and running with the Brown and Hal Vannoy
(DB. 40, PG. 216) line S 7lo0l'42" E a distance of 218.52' to a 15" double oak
snag in a fence line;
thence the Vannoy and Henson line N 05`11'26" E a distance of 1033.00' to the
point of beginning.
Having an area of 2,644,403.30 square feet, 60.707 acres.
Tract 2
Beginning at a 5/8" rebar found in the James and Peggy Vannoy line Deed Book
1421, Page 424 Watauga County Registry, said iron pipe being located S
23'21'29" E a ground distance of 3,658.20' from North Carolina Geodetic
Monument "Poplar", said monument having North Carolina Grid Coordinates
N=904,944.85 feet and E=1,201,855.67 feet, said rebar also being located S
13°02'06" E a distance of 1,244.21' from the point of beginning of Tract 1;
thence with a new line across the Vannoy property Deed Book 1421, Page 424
Watauga County Registry N 1V471l8l' W a distance of 102.10' to a 5/8" rebar
set;
thence N 15°59'44" E a distance of 262.89' to a 5/8" rebar set;
thence N 04017'10" W a distance of 112.36' to a 5/8" rebar set;
thence N 13°1B'42" W a distance of 290.43' to a 5/8" rebar set;
thence N 35003'05" E a distance of 168.30' to a 5/8" rebar set, passing a new
40' utility easement at 72.09';
thence N 48°04'01" E a distance of 58.54' to a 5/8" rebar set;
thence N 57°23'46" E a distance of 317.85' to a 5/8" rebar set;
thence S 45"17123" E a distance of 545.82' to a 5/8" rebar set, said rebar
being located S 47"04'04" W a distance of 392.25' from a 3/4" open iron pipe
found in the Vannoy and Vanhook line Deed Book 1589, Page 292 Watauga County
Registry;
thence S 47°04'04" W a distance of 1040.56'5/8" rebar found, which is the
point of beginning.
Tract 2 having an area of 437,927.29 square feet, 10.053 acres more or less.

DOC# 604201
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EXHIBIT`B"
DESCRIPTION OF GRANTOR PROPERTY
Beginning at a 5/8" rebar set in the new line of Garry and Joyce Henson Deed
Book 687, Page 36 Watauga County Registry, said tabor being located S
0lo38141" E a ground distance of 397.46' from North Carolina Geodetic Monument
"Poplar", said monument having North Carolina Grid Coordinates N=904,944.85
feet and E=1,201,855.67 feet;
thence with the Henson Line N 05°11'26" E a distance of 392.31' to an unmarked
point in the centerline of Poplar Grove Road (NCSR 1552);
thence with the center line of Poplar Grove Road the following calls:
N 79"03'42" E a distance of 36.36' to an unmarked point;
thence with a curve turning to the right with an arc length of 61.79', with a
radius of 300.00', with a chord bearing of N 84"57143" E, with a chord length
of 61.68' to an unmarked point at a temporary construction easement;
thence with a compound curve turning to the right with an arc length of
119.21', with a radius of 300.00', with a chord bearing of S 77°45'14" E, with
a chord length of 118.43' to an unmarked point at the Town of Boone Town Limit
Plat Book 11, Page 58 Watauga County Registry;
thence with a compound curve turning to the right with an arc length of
68.40', with a radius of 300.00', with a chord bearing of S 59°50'19" E, with
a chord length of 68.25' to an unmarked point;
thence S 5301B'25" E a distance of 94.88' to an unmarked point at a new
permanent right-of-way;
thence with a curve turning to the left with an arc length of 114.99', with a
radius of 100.00', with a chord bearing of S B6"15102" E, with a chord length
of 108.76' to an unmarked point at a new permanent right-of-way;
thence N 60°48'21" E a distance of 61.83' to an unmarked point;
thence with a curve turning to the right with an arc length of 84.54', with a
radius of 300.00', with a chord bearing of N 68'52143" E, with a chord length
of 84.26' to an unmarked point
thence N 76"57.05" E a distance of 66.62' to an unmarked point;
thence with a curve turning to the left with an arc length of 24.82', with a
radius of 200.00', with a chord bearing of N 73'23'46" E, with a chord length
of 24.B0' to an unmarked point at a temporary construction easement;
thence with a compound curve turning to the left with an arc length of
105.83', with a radius of 200.00', with a chord bearing of N 54'40'55" E, with
a chord length of 104.60' to an unmarked point;
thence N 39"31122" E a distance of 191.02' to an unmarked point near the
intersection of NCSR 1552 (Poplar Grove Rd.) and NC Hwy 105;
thence leaving the centerline of NCSR 1552 and following the Henson Line S
00"35'16" E a distance of 501.22' to a 5/8" robot set in the Henson line;
thence S 85*42100" W a distance of 927.95' to a 5/8" ebar set, which is the
point of beginning, passing a temporary construction easement at 409.77',
passing a permanent right-of-way at 444.06' and at 493.52', passing at
temporary construction easement at 511.28'
Having an area of 301,304.11 square feet, 6.939 acres more or less.

DOC# 604201
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EXHIBIT "C"
DESCRIPTION OF PERMANENT EASEMENT AREA
Beginning at an unmarked point in the centerline of NCSR 1552 (Poplar Grove
Rd.) in the Garry and Joyce Henson Line Deed Book 687, Page 36 Watauga County
Registry, said unmarked point being located S 72059'20" E a ground distance of
399.28' from North Carolina Geodetic Monument "Poplar", said monument having
North Carolina Grid Coordinates N=904,944.85 feet and E=1,201,855.67 feet;
thence with the centerline line of NCSR 1552 with a curve turning to the left
with an arc length of 103.30', with a radius of 300.00', with a chord bearing
of S 89'36100" E, with a chord length of 96.77' to an unmarked point;
thence N 60'48'21" E a distance of 6.55' to an unmarked point;
thence leaving the centerline of NCSR 1552 thence S 12'25'50" W a distance of
54.65' to an unmarked point;
thence thence S 08'12123" E a distance of 42.69' to an unmarked point;
thence with a curve turning to the right with an arc length of 54.84', with a
radius of 227.50', with a chord bearing of S O1'18'01" E, with a chord length
of 54.71', to an unmarked point;
thence S 05'36'21" W a distance of 84.56' to an unmarked point;
thence with a curve turning to the left with an arc length of 12.87', with a
radius of 20.00', with a chord bearing of S 12°49'49" E, with a chord length
of 12.65', to an unmarked point at the new Henson line;
thence with the new Henson Line S 85"42100" W a distance of 70.04';
thence leaving the new Henson Line N 05'36'21" E a distance of 108.61' to an
unmarked point;
thence with a curve turning to the left with an arc length of 39.17', with a
radius of 162.50', with a chord bearing of N O1'18'01" W, with a chord length
of 39.08' to an unmarked point;
thence N O8'12'23" W a distance of 30.51' to an unmarked point;
thence N 22'38'44" W a distance of 78.24' to an unmarked point at the
centerline of NCSR, which is the point of beginning.
Having an area of 16,466.11 square feet, 0.378 acres more or less.

DOC# 604201
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EXHIBIT "D"
DESCRIPTION OF TEMPORARY EASEMENT AREA
Beginning at an unmarked point in the centerline of NCSR 1552 (Poplar Grove
Rd.) in the Garry and Joyce Henson Line Deed Book 687, Page 36 Watauga County
Registry, said unmarked point being located N BVIV DO" E a distance of ground
121.36' from North Carolina Geodetic Monument "Poplar", said monument having
North Carolina Grid Coordinates N=904,944.85 feet and E=1,201,855.67 feet;
thence with the centerline line of NCSR 1552 the following calls and
distances:
With a curve turning to the right with an arc length of 119.21', with a radius
of 300.00', with a chord bearing of S 77o45'14n E, with a chord length of
118.43' to an unmarked point in the Town of Boone Town Limit Plat Book 11,
Page 58 Watauga Registry;
thence with a compound curve turning to the right with an arc length of
68.40', with a radius of 300.00', with a chord bearing of S 59050T19" E, with
a chord length of 6B.25' to an unmarked point;
thence S 53ol8.25" E a distance of 94.88' to an unmarked point;
thence with a curve turning to the left with an arc length of 11.69', with a
radius of 100.00', with a chord bearing of S 56o39'23" E, with a chord length
of 11.69' to an unmarked point at a new utility and access easement;
thence with a compound curve turning to the left with an arc length of
103.30', with a radius of 100.00', with a chord bearing of S 89°36'00" E, with
a chord length of 98.77' to an unmarked point;
thence N 60"48'21" E a distance of 61.84' to an unmarked point passing a new
utility and access easement at 6.55';
thence with a curve turning to the right with an arc length of 84.54', with a
radius of 300.001, with a chord bearing of N 68"52143" E, with o chord length
of 84.26' to an unmarked point;
thence N 76057'05" E a distance of 66.62' to an unmarked point;
thence with a curve turning to the left with an arc length of 24.82', with a
radius of 200.00', with a chord bearing of N 73°23'46" E, with a chord length
of 24.80' to an unmarked point;
thence leaving NCSR 1552 and through the lands of Garry and Joyce Henson Deed
Book 687, Page 36 Watauga County Registry S 11`44'll" E a distance of 27.84'
to an unmarked point;
thence S 70`11'49" W a distance of 175.24' to an unmarked point;
thence S 38'30114" W a distance of 56.99' to an unmarked point;
thence S 08"12'23" E a distance of 39.63' to an unmarked point;
thence with a curve turning to the right with an arc length of 62.60', with a
radius of 260.00', with a chord bearing of S 01"18'O1" E, with a chord length
of 62.53' to an unmarked point;
thence S 05°36'21" W a distance of 91.59' to an unmarked point at the new
Henson line;
thence with the new Henson Line S 85°42'00" W a distance of 101.51' to an
unmarked point, passing a access and utility easement at 28.93' and at 98.971;
thence leaving the new Henson Line N 05`36'21" E a distance of 109.05' to an
unmarked point;
thence with a curve turning to the left with an arc length of 38.571, with a
radius of 160.00', with a chord bearing of N 01°18'01" W, with a chord length
of 38.48' to an unmarked point;
thence N 08°12'23" W a distance of 30.51' to an unmarked point;
thence H 41°23'59" W a distance of 69.93' to an unmarked point;
thence N 66*33-13" W o distance of 1D7.50' to an unmarked point;
thence N 60040'07" W a distance of 108.75' to an unmarked point;
thence N 46°11'07" W a distance of 67.29' to an unmarked point at the
centerline of NCSR 1552 which is the point of beginning.
Having an area of 44,762.63 square feet, 1.028 acres more or less.
Access Easement - Henson - Capstone - Boone

FILED Jogen Townsend
Resister of Deeds. Wetausa Go, NC
Fee net: $26.00
ak 1632 Pg 844 (10)
Docod Noe604203t KD12 ind at 04 16:42 PM
RGMT
/ III I'III3IIIII111111111II III
604203
Prepared by and return to: Walker s DiVenere, Attorneys at Law
083 West King Street, Boone, NC 28607 [phone]
ACCESS AND UTILITY EASEMENT AGREEMENT
THIS ACCESS AND UTILITY EASEMENT AGREEMENT (this "Agreement") is made
and entered into as of the J06 day of May, 2012, by and among lames L. Vannoy and Peggy S.
Vannoy, husband and wife (collectively, "Grantors"), and CCC-Boone, LLC, a Delaware limited
liability company ("Grantee").
WHEREAS, on even date herewith, Grantee has purchased and acquired from Grantors
two (2) separate parcels of real estate located in Watauga County, North Carolina, such parcels
being known as Tract 1 and Tract 2 and each such parcel being a portion of the larger parcel of
real estate owned by Grantee in Watauga County, North Carolina and each such parcel being
legally described on Exhibit "A" attached hereto (singly and collectively, the "Grantee
Property");
WHEREAS, Grantors own a parcel of property adjacent to the Grantee Property, which
real property is legally described on Exhibit `B" attached hereto (the "Grantor Property"), and a
portion of the Grantor Property runs between Tract 1 and Tract 2 of the Grantee Property;
WHEREAS, Grantee is developing and constructing a student housing development on
the Grantee Property (the "Project");
WHEREAS, in order to obtain ingress, egress and utility services between Tract 1 and
Tract 2 of the Grantee Property, Grantee requires an easement for access, ingress and egress and
utilities to be established for the benefit of the Grantee Property and any owners and/or tenants
thereof at the location therefor described on Exhibit "C" attached hereto (the "Permanent
Easement Area"), all on and subject to the terms and conditions hereof.
NOW, THEREFORE, for and in consideration of the mutual covenants and agreements
contained herein and other good and valuable consideration, the receipt and sufficiency of which
are hereby acknowledged, the parties hereto, intending to be legally bound, do hereby covenant
and agree as follows:
1. Grant of Permanent Easement. Grantors hereby grant and convey to Grantee, its
successors and assigns, for Grantee's use, enjoyment and benefit, and for the use enjoyment and
Acccss Eastmel- Vammy- CCC - Begot I

DOC# 604203
8k 1632 Pg 845
D" No 504203 "l ' 'GMT
benefit of all lessees and tenants of the Grantee Property and all employees, agents, invitees,
licensees and guests of Grantee or Grantee's lessees and tenants, and subject to all matters now
affecting title to or use of the Grantor Property, a perpetual easement for the purposes of. (i)
constructing and maintaining a two lane asphalt driveway, sidewalks and related improvements
(the "Improvements"), (ii) constructing, installing, maintaining, repairing and/or replacing, as
applicable, all utilities necessary and convenient to Grantee in the use and enjoyment of the
Grantee Property, including, without limitation, stormwater management facilities, electric, gas,
cable, telephone and internet (the "Utilities"), (iii) constructing, installing maintaining, repairing
and/or replacing, as applicable, Signage for the Project (the "Project Signage") and (iv) providing
pedestrian and vehicular ingress and egress over and across the Permanent Easement Area for
purposes of providing direct access between Tract I and Tract 2 of the Grantee Property (the
"Permanent Easement"). The Permanent Easement is to be used exclusively for the benefit of
the Grantee Property, except (i) owners of the Grantor Property and all employees, agents,
invitees, licensees and guests of Grantor or Grantor's lessees and tenants may cross or travel over
the Permanent Easement and use the improvements constructed thereon for ingress and egress to
and from the Grantor Property and (ii) the Permanent Easement is subject to the rights of others
granted under the rights of way and easements recorded in Book 1258, Page 666; Book 1557,
Page 567, Book 1557, page 572 and Plat Book 22, Page 334.
2. Permanent Easement Perpetual; Termination. The Permanent Easement is
perpetual, tuns with the ]and, is intended to confer restrictions and benefits on and to the parties
hereto, constitutes an equitable servitude, and may be modified and/or terminated only upon the
written agreement of the parties hereto or their respective successors and assigns with respect to
the Grantee Property and the Grantor Property, respectively, which agreement must be recorded
in the filing office in which this Agreement is recorded. It is the intention of the parties hereto
that the holders of all existing and future mortgages and other interests with respect to all or any
portion of either the Grantor Property or the Grantee Property shall acquire and/or hold their
respective mortgages and other interests subject and subordinate to this Agreement and the
Permanent Easement, and that the foreclosure or other exercise of rights by any such holder shall
not terminate or cancel the Permanent Easement or this Agreement in any respect.
3. Grant of Temporary Easement. Grantors hereby convey to Grantee, for Grantee's
use, enjoyment and benefit, and the use, enjoyment and benefit of any subsequent owner or
owners of the Grantee Property, and subject to all matters now affecting title to or use of the
property herein described, a temporary non-exclusive easement appurtenant to the Grantee
Property extending 30 feet on each side of the Permanent Easement for the purpose of
constructing and installing the Improvements, Utilities and Project Signage (the "Temporary
Easement" and collectively with the Permanent Easement, the "Easements"). The Temporary
Easement will automatically terminate upon completion of construction and installation of the
Improvements, Utilities and Project Signage and removal of all equipment and material from the
Grantor Property other than any items that are permitted to remain on the Grantor Property
pursuant to the Permanent Easement or other provisions of this Agreement. The Temporary
Easement, subject to the limitations contained herein, runs with the land, is intended to confer
restrictions and benefits on and to the parties hereto and the land herein described, constitutes an
equitable servitude, and may be modified and/or terminated only upon the written agreement of

DOC# 604203
Bk 1632 P9 846
Doe No: 604209 Kind PGMT
the parties hereto or their respective successors and assigns, which agreement must be recorded
in the filing office in which this Agreement is recorded. The parties hereto intend that the
holders of all existing and future mortgages and other interests with respect to all or any portion
of the Grantor Property shall acquire and/or hold their respective mortgages and other interests
subject and subordinate to the Temporary Easement for so long as the Temporary Easement is in
effect and that the foreclosure or other exercise of rights by any such holder shall not terminate or
cancel the Temporary Easement or this Agreement in any respect.
4. Estoppel Certificate. Grantors and Grantee each hereby agree that upon written
request from time to time by the other party, they or it will issue to a prospective mortgagee of
the other party or to a prospective successor owner of all or any portion of the other party's
property an estoppel certificate containing such information as may be reasonably required with
regard to the status of the Easements and this Agreement and the performance by the parties of
any and all of their duties and obligations hereunder.
5. Grantor Acknowledgments. Grantors hereby acknowledge and agree to the
following:
(a) Grantee intends to construct the Project and to lease or sell units in the Project to third
parties; and
(b) The residents of units in the Project and their guests may, upon occupancy of any such
unit, use the Permanent Easement for ingress and egress between Tract 1 and Tract 2 of
the Grantee Property.
6. Sub -Servitudes for Utilities. Grantee shall have the right to grant such sub -
servitudes within the Permanent Easement Area to the various third -party providers of utility
services to the Grantee Property as shall be necessary and appropriate in connection with the
construction, installation, maintenance and repair of the Utilities and the Project.
7. No Public Dedication. Nothing contained herein shall be deemed to be a gift or
dedication of any portion of the Easements to the general public, or for any public use or purpose,
whatsoever.
8. Severability. Invalidation of any of the provisions contained in this Agreement
shall in no way affect any of the other provisions hereof or the application thereof to any other
person or entity, and the remainder of this Agreement shall remain in full force and effect.
9. BindingEffect. The terms of this Agreement shall inure to the benefit of and be
binding upon the parties hereto and their respective successors and assigns which become owners
of either the Grantee Property or the Grantor Property.
10. Annlicable Law. It is expressly understood and agreed that this Agreement and all
questions arising hereunder shall be construed according to the laws of the State of North
Carolina.

DOC# 604203
Bk 1632 Fig 847
Doc No 600203 Kind PGMT
11. Counterparts. This Agreement may be executed in any number of identical
counterparts, any or all of which may contain signatures of fewer than all of the parties but all of
which taken together shall constitute a single instrument.
12. Terminoloev. Whenever the context requires, words used in the singular shall be
construed to mean or to include the plural and vice versa, and pronouns of any gender shall be
deemed to include and to designate the masculine, feminine or neuter gender.
13. Joint and Several Liability. The obligations and liabilities of Grantors hereunder
are joint and several.
[rest ofpage intentionally left blank; signatures and
acknowledgements appear on the following pages]

DOC# 604203
Bk 1632 P9 848
Doc No: 604203 Kind RGMT
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective duly authorized representatives effective as of the day and year
first written above.
GRANTORS:
JAMES L. VANNOY C
2 // / --a�
PEGGY S.VANNOY
STATE OF 11i�
COUNTY OF
I, the undersigned Notary Public in and for said County in said State hereby certify that
James L. Varney, whose name is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, he
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this 3 day o May, 2012.
MMMM DECK
Marty Public - Stilt m FWW&
My Comm. Eapins Oct 31. 2014
{SEAL} Commission • EE 35573 O P BLI
Me My Commission Expires: /b/3/�y`i
STATE OF 7 x..
COUNTY OF -�
1, the undersigned Notary Public in and for said County in said State hereby certify that
Peggy S. Vannoy, whose time is signed to the foregoing agreement, and who is known to me,
acknowledged before me on this day that, being informed of the contents of said agreement, she
executed the same voluntarily on the date set forth in this acknowledgement.
Given under my hand and official seal this
{SEAL}
BM15MU DECK
SKIy Cost, EEwm Oct 3Poem - state *I 120 144
Commission 0 EE 35573 My Commission Expires: 31

DOC# 604203
ak 1632 P9 849
Doc No. 604203 Kind RGMT
GRANTEE:
CCC - BOONE, LLC, a Delaware limited liability
company
By: Capstone Collegiate Communities, LLC, as its
Manager
STATE OF ALABAMA
COUNTY OF JEFFERSON
1, the undersigned Notary Public! �iin and for said County in said State hereby certify that
(& KoW{2nd whose name as Print-P� of Capstone Collegiate Communities,
LLC, an Alabama limited liability company, acting in its capacity as Manager of CCC - Boone,
LLC, an Alabama limited liability company, is signed to the foregoing agreement, and who is
known to me, acknowledged before me on this day in Jefferson County, Alabama that, being
informed of the contents of said agreement, he, as such officer and with full authority, executed
the same voluntarily for and as the act of said corporation acting in its capacity as the Manager
of said limited liability company on the day the same bears date.
Given under my hand and official seal this (day of May, 2012.
01E R081
L/1/Ii u.�--
{SEAL �'' s� % NO A Y PUBLIC "°r"xeaaemtera"uuzunuv
} '.,y Mrcoxix�ssanexrmcs •ucusrn,zw
NOTgRy _ My Commission Expires: .oxom.xdrariurnaucwm.ures

DOC# 604203
8K 1632 Pg 850
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EXHIBIT "A"
DESCRIPTION OF GRANTEE PROPERTY
Tract 1
Beginning at an 5/8" rebar set in the Gary 6 Joyce Henson Line recorded in
Deed Book 687, Page 36 Watauga County Register; said rebar being located S
01'38'57" E a ground distance of 397.97' from North Carolina Geodetic Monument
"Poplar", said monument having North Carolina Grid Coordinates N=904,944.85
feet and E=1,201,855.67 feet;
thence running with the new line across the Henson Tract N 85'42'00" E a total
distance of 927.95' and passing a temporary construction easement at 416.66',
passing a new utility and access easement at 419.20' and at 489.241, and
passing again the temporary construction easement at 518.17';
thence running with the Henson and Templeton Properties (DB. 1311, PG. 748
Watauga County Register) line S 00'35'16" E a distance of 943.14' to a 5/8"
rebar found;
thence with the Brown (DB. 1419, PG. 261) and Templeton Properties line S
88'49'42" E a distance of 273.88' to a 5/8" rebar found;
thence with the Brown and Templeton Properties (DB. 1311, PG. 748 Watauga
County Register) line S 00'18'54" E a distance of 121.87' to a 1" open iron
pipe found at a fence corner;
thence with the Templeton Properties and the James and Peggy Vannoy (DR. 1421,
PG. 424 Watauga County Register) line N 86'00129" E a distance of 233.22' to a
1" open iron pipe found in a fence line;
thence with the Vannoy and Templeton Properties (DB. 1039, PG. 2B0) line S
88'03'33" E a distance of 490 J4' to a 1" open iron pipe found in a fence
line;
thence with the Vannoy and Patel (DR. 389, PG. 321 Watauga County Register)
line S 87'56'31" E a distance of 447.61' to a 5/8" rebar found;
thence with the Vannoy and League (PG. 1557, PG. 567 Watauga County Register)
S 02'02'34" W a distance of 445.92' to s 5/8" rebar found;
thence with the Vannoy and League line S SOD 31107" W a distance of 232.29' to
a 5/8" rebar found;
thence with new line through the Vannoy Tract S 79017118" W a distance of
631.52' to a 5/8" rebar set;
thence with new line S 36'21'16" W a distance of 453.50' to a 5/8" rebar set,
passing a new 40' utility easement at 151.14';
thence with new line N 46'39'30" W a distance of 545.73' to a 1" open iron
pipe found;
thence with new line through Michael Vannoy's lands (DR. 1558, PG. 793 Watauga
County Register) N 76'29'58" W a distance of 226.5B' to a 5/8" rebar set;
thence with new line N 27'56'45" E a distance of 280.15' to a 5/8" rebar set;
thence with new line with Vannoy and Edmisteu (DR. 596, PG. 454 Watauga County
Register) line N 76'27'48" E a distance of 32.05' to a 5/8" rebar found;
thence with the Penney and Edmisten N 10011'42" W a distance of 231.01' to a
5/8" rebar found;
thence with the Brown and Edmiston line S 74'54'16" W a distance of 179.81' to
a 5/8" rebar found at the start of a 45' right-of-way recorded in De. 1419,
PG. 261 Watauga County Register;
thence with the Brown and Edmisten line at the 45' right-of-way the following
calls:
S 52'47'30" W a distance of 104.52' to an unmarked point;
thence S 17'46'49" W a distance of 101.47' to an unmarked point;
thence S 42'22'04" W a distance of 43.28' to an unmarked point;
thence S 57'53'04" W a distance of 51.80' to an unmarked point;
thence S 74'44139" W a distance of 5B.99' to an unmarked point;
thence S 89'15'44" W a distance of 131.01' to an unmarked point;
thence S 89'15'44" W a distance of 49.89' to an unmarked point at the
centerline of Poplar Grove Road (NCSR 1552) and thus ending the 45' right-of-

DOC# 604203
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way, said unmarked point being N 50036'01" W a distance of 199.20' from a rail
road spike found at the centerline of Poplar Grove Road;
thence running with the Brown line and the centerline of Poplar Grove Road the
following calls:
thence with a curve turning to the left with an arc length of 126.92', with a
radius of 675.00', with a chord bearing of N 77016'25" W, with a chord length
of 126.73' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of
197.13', with a radius of 875.00', with a chord bearing of N 76012'20" W, with
a chord length of 196.71' to a rail road spike found;
thence with a compound curve turning to the right with an arc length of
122.47', with a radius of 120.00', with a chord bearing of N 40'31'00" W, with
a chord length of 117.22' to an unmarked point;
thence with a reverse curve turning to the left with an arc length of 302.31'
with a radius of 1500.00', with a chord bearing of N 17003115" W, with a chord
length of 301.B0' to an unmarked point;
thence with a reverse curve turning to the right with an arc length of 69.28',
with a radius of 490.00', with a chord bearing of N 18046'40" W, with a chord
length of 69.23' to an unmarked point;
thence leaving Poplar Grove Road and running with the Brown and Hal Vannoy
(DB. 40, PG. 216) line S 71001142" E a distance of 218.52' to a 15" double oak
snag in a fence line;
thence the Vannoy and Henson line N 05011'26" E a distance of 1033.00' to the
point of beginning.
Having an area of 2,644,403.30 square feet, 60.707 acres.
Tract 2
Beginning at a 5/8" rebar found in the James and Peggy Vannoy line Deed Book
1421, Page 424 Watauga County Registry, said iron pipe being located S
23°2l'29" E a ground distance of 3,658.20' from North Carolina Geodetic
Monument "Poplar", said monument having North Carolina Grid Coordinates
N=904,944.85 feet and E=1,201,855.67 feet, said rebar also being located S
13002.06" E a distance of 1,244.21' from the point of beginning of Tract 1;
thence with a new line across the Vannoy property Deed Book 1421, Page 424
Watauga County Registry N 17047'18" W a distance of 102.1D' to a 5/8" rebar
set;
thence N 15059'44" E s distance of 262.89' to a 5/8" rebar set;
thence N 04017'10" W a distance of 112.36' to a 5/8" rebar set;
thence N 13018'42" W a distance of 290.43' to a 5/B" rebar set;
thence N 35003'05" E a distance of 168.30' to a 5/8" rebar set, passing a new
40' utility easement at 72.09';
thence N 48004101" E a distance of 58.54' to a 5/8" rebar set;
thence N 57023'46" E a distance of 317.85' to a 5/8" rebar set;
thence S 45"17'23" E a distance of 545.82' to a 5/8" rebar set, said rebar
being located S 47004'04" W a distance of 392.25' from a 3/4" open iron pipe
found in the Vannoy and Vanhook line Deed Book 1589, Page 292 Watauga County
Registry;
thence S 47004'04" W a distance of 1040.56'5/8" rebar found, which is the
point of beginning.
Tract 2 having an area of 437,927.29 square feet, 10.053 acres more or less.

DOC# 604203
Bk 1632 Pg 852
Doc No 604203 Kind nGMT
EXHIBIT "B"
DESCRIPTION OF GRANTOR PROPERTY
Beginning at a 1" open iron pipe found in the James and Peggy Vannoy line Deec
Book 1421, Page 424 Watauga County Registry, said iron pipe being located S
22'40'11" E a ground distance of 2,302.65' from North Carolina Geodetic
Monument "Poplar", said monument having North Carolina Grid Coordinates
14=904,944.85 feet and E=1,201,855.67 feet;
Thence with a new line across the lands of James and Peggy Denney the
following three (3) calls:
S 46039'30" E a distance of 545.73' to a 5/8" robot set;
thence N 36'21'16" E a distance of 453.50' to a 5/8" rebar set, passing a
access and utility easement at 302.36';
thence N 79"17'18" E a distance of 631.52' to a 5/8" rebar found;
thence with the Ralph League line Deed Book 1557, Page 567 Watauga County
thence S 30041'36" W a distance of 242.94' to a 5/8" rebar found;
thence S 30035'03" W a distance of 73.52' to a 5/8" rebar found;
thence S 63"08149" E a distance of 103.58' to a 5/B" rebar found;
thence S 83014'29" E a distance of 397.48' to a 3/4" open iron pipe found;
thence with the Celia VanHook line Deed Book 1589, Page 292 Watauga County
Registery S 47004104" W a distance of 392.25' to a 5/8" rebar set;
thence with a new line across the lands of James and Peggy Vannoy the
following eight (B) calls:
N 45017'23" W a distance of 545.82' to a 5/e" rebar set;
thence S 57'23146" W a distance of 317.85' to a 5/8" rebar set;
thence S 48o04'01" W a distance of 58.54' to a 5/B" rebar set;
thence S 35o03'05" W a distance of 163.30' to a 5/8" rebar set passing a new
access and utility easement at 96.211;
thence S 13018'42" E a distance of 290.43' to a 5/8" rebar set;
thence S O4o17'10" E a distance of 112.36' to a 5/8" rebar set;
thence S 15'59'44" W a distance of 262.89' to a 5/8" rebar set;
thence S 17o47'10" E a distance of 102.10' to a 3/8" rebar found;
thence with the Patricia Logan line Deed Book 1417, Page 571 Watauga County
Registry N 45057'28" W a distance of 748.96' to an unmarked point;
thence with the Kate Green line Deed Book 1545, Page 751 Watauga County
Registry N 01"46'51" W a distance of 440.51' to a 1" open iron pipe found;
thence with the Michael Vannoy line Deed Book 1558, Page 793 Watauga County
Registry N 02ol6'35" W a distance of 272.89' to a 1" open iron pipe, which is
the point of beginning.
Having an area of 675,935.47 square feet, 15.517 acres more or less.

DOC# 604203
Sk 1632 Pg 853
Doc No 604203 Rind PGMT
EXHIBIT "C"
DESCRIPTION OF PERMANENT EASEMENT AREA
Centerline calls for a new 40' wide utility and access easement across the
lands of James and Peggy Varney line Deed Book 1421, Page 424 Watauga County
Registry.
Beginning at an unmarked point in the new line across the James and Peggy
Vannoy line Deed Book 1421, Page 424 Watauga County Registry, said point being
located S 36021'16" W a distance of 151.14' from a 5/8" tabor set being the
81" call in Tract 1 description;
thence with a curve turning to the right with an arc length of 37.21', with a
radius of 100.00', with a chord bearing of S 14053'38" W, with a chord length
of 37.00' to an unmarked point;
thence S 25033'18" W a distance of 74.20' to an unmarked point;
thence with a curve turning to the left with an arc length of 46.45', with a
radius of 50.00', with a chord bearing of S 01003'40" E, with a chord length
of 44.80' to an unmarked point;
thence S 27"40'38" E a distance of 56.56' to an unmarked point;
thence with a curve turning to the right with an arc length of 53.79', with a
radius of 100.00', with a chord bearing of S 12016'04" E, with a chord length
of 53.14' to an unmarked point;
thence S 03008'31" W a distance of 49.55' to an unmarked point, said point
being located N 35003'05" E a distance of 72.09' from a 5/8" rebar set being
the 4" call in Tract 2 description.
40' Utility and Access Easement having an area of 12,531.50 square feet, 0.288
acres more or less.

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KEYNOTES:
UALIZATiOM7*WK.
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SCREEN.
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(2) AEROBIC REACTOR TANK.
POST ANOXIC REACTOR TANK.
MEMBRANE SKID ASSEMBLY.
MEMBRANE CIRCULATION PUMP SKID.
CHEMICAL FEED SKID.
BACKWASH SKID AND PERMEATE TANK.
UV SYSTEM.
TURBIDIM ETER.
IRRIGATION DOSE FILTRATION AND PUMP SKID.
IRRIGATION DOSE TANK.
2'x2' FLOOR DRAIN (TYP.).
4" PVC DRAIN PIPE FROM FLOOR DRAIN TO GRINDER/SUMP PUMP.
GRINDER SUMP PUMP.
2" SCH. 40 PVC FROM GRINDER/SUMP PUMP TO EQUALIZATION TANK.
2" PVC DRAIN LINE FROM 5-DAY UPSET TANK TO EQUALIZATION TANK.
2" PVC DRAIN LINE FROM 14-DAY WET WEATHER TANK TO DOSE TANK.
RAINBIRDTM RAIN GAUGE TO INITIATE WET WEATHER STORAGE.
WASTE WATER TREATMENT BUILDING (BY OTHERS).
36" STANDARD MANHOLE FOR PIPING JUNCTION.
1" WATER LINE TO WWTF.
FREEZELESS WATER HYDRANT.
DUMPSTER PAD (BY OTHERS).
RETAINING WALL (BY OTHERS).
8" PVC STORMWATER DRAIN PIPE.
10" ADS STORM INLET (TYP.).
YARD INLET (TYP.).
18" DRAINAGE H DPE PIPE.
SECURITY FENCING.
4" PVC GRAVITY DRAIN LINE FOR SUPERNATE FROM SLUDGE HOLDING TANK.
70�GFAERATOR.
PROPOSED ORBINOX MODEL 20-3636R AIR ACTUATED VALVE.
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March 31, 2022

Envirolink, Inc.
4700 Homewood Ct., Suite 108
Raleigh, NC 27609

Attention: Don Feller

Regarding: Cottages of Boone
Permit No. WQ0035784
Engineer’s Evaluation of Valve Installation

Dear Mr. Feller:

Brooks Engineering Associates, P.A. (BEA) appreciates the opportunity to provide
engineering services for Envirolink. This project involves the evaluation of a valve
installation on the equalization tank at the Cottages of Boone wastewater treatment
facility as part of a permit modification. The valve is replacing the equalization pumps
that were originally designed and installed.

The equalization tank was originally designed with a pump to transfer raw influent to the
drum screen filter. The pump was controlled by the PLC control system that operates the
entire plant. The pump fed the drum screening unit at the head of the plant and activation
was controlled by the level in the drum screen effluent tank. A pressure transducer in the
drum screen tank provides water level readings to the PLC system that activates the feed
pump when the water level in the drum screen effluent tank was at a prescribed low level
(20%) and shut the pump off at the prescribed high level (60%). Effluent in the drum
screen tank is pumped to the initial anoxic treatment tanks by a separate triplex skid
pump system.

Currently installed is an air actuated Orbinox (model 20-3636R) slide gate valve (see
spec sheet attached). The valve is actuated by the PLC system in the same way the pump
system was actuated so there is no change to the function being provided. The low and
high water levels in drum screen tank are communicated to the PLC by a pressure
transducer. In a low level condition the PCL actuates an air control solenoid valve
opening a 3/8” air line to the pneumatic motor on the knife gate valve, closes the air valve
at the high water condition. The air supply is from the overall plant air compressors.

The change from the pumps to the valve result in two condition changes. First, the flow
rate in to the drum screen is higher than the pumps. The original pumps were rated for 70
gpm. The outlet of the equalization tank is still 2” so the flow rate with a 90% full tank
(worst case:18.8’ head on 2.047 orifice) would be 214 gpm. The result is simply that the
time to fill the drum tank to a high shut-off level is significantly less with the valve
versus the pumps, but that has not negatively affected the operation of the drum screen or
the plant as it has been operating with the valve control for over a year. Second, the
equalization tank has effectively less storage. As the pump low level float was set at 18”
off the flow and the inlet invert to the valve is at 41” there are 23” (5,222 gallons) of
effective storage that is lost. The original tank volume was 54,496 gallons. While the
total equalization volume is reduced to slightly below 50% of the daily design flow, the
implementation of an overflow pipe (see below) will do more to minimize any risk of a
spill event than the additional tankage.

BEA does recommend two additional proposed changes to the system. An overflow line
on the equalization tank is recommended as overflows have occurred when the influent
pump station overfills the equalization tank. A 4” outlet is to be installed at the 90% fill
level of the existing tank with 4” supported piping running down the tank and tying in to
the existing 4” drum screen fill line just after the knife control valve. This could
potentially result in the drum screen overflowing, but any overflow in the drum screen
building is captured by the floor drain that drains back to the influent pump station,
essentially acting as secondary containment. Additionally, some additional flow
dampening from the equalization tank to the drum screen to reduce the velocity on the
drum screen could be achieved by replacing the 4” pipe with 2” pipe (sleeved in 4” pipe
for rigidity) for a majority of the run length, transitioning back to 4” inside the building.

BEA appreciates the opportunity to provide engineering consultation on this project.
Please feel free to call with any question at [phone].

Sincerely,
Brooks Engineering Associates, P.A.

Mark C. Brooks, P.E.

Attachments: Valve Spec Sheets

Enclosures: Engineering drawings of existing and proposed changes

TL
CC
MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_1

For EU Directives and other Certificates, please see the document:
Directives and Certificates Compliance - Knife Gate Valves -
Catalogues and Datasheets
All valves are tested prior to shipping in accordance with the standard developed by the Quality Control Department at ORBINOX.

• Pulp & Paper
• Wastewater Treatment Plants
• Chemical plants
• Power Plants
• Etc.
Sizes: DN 2"/50mm to DN 40"/1000mm (larger diameters on request)
Working pressure: DN 2"/ 50mm to DN 5"/ 125mm
DN 6"/150mm to DN 10"/ 250mm
DN 12"/300mm to DN 16"/ 400mm
DN 18"/450mm
DN 20"/500mm to DN 24"/ 600mm
DN 28"/700mm to DN 40"/1000mm
Standard flange connection:
DIN PN 10 and ANSI B16.5 (class 150)
Other flange connections are available on request such as:
DIN PN 6
BS "D" and "E"
DIN PN 25 DIN PN 16
ANSI 125
Directives:
The TL (SER.30) model knife gate is a bi-directional wafer valve designed for media with high consistency.
The double seat design assures a non-clogging shut off on either normal or reverse flow. The valve is used in
a wide range of demanding applications in industries such as:
THROUGH CONDUIT KNIFE GATE VALVE
150psi/(10 kg/cm²)
115psi/ (8 kg/cm²)
90psi/ (6 kg/cm²)
75psi/ (5 kg/cm²)
60psi/ (4 kg/cm²)
30psi/ (2 kg/cm²)
STANDARD PARTS LIST
Part: Material:
1- Body GJL250 / GJS400 CF8M
2- Body GJL250 / GJS400 CF8M
3- Gate AISI 304 AISI 316
4-Seat Metal/Metal or EPDM
5- Packing PTFE Impreg. Synth. Fibre (ST)+O-ring
6- Gland Follower Alum.(DN 2"/50mm to DN
12"/300mm)
Ductile Iron (DN 14"/350mm to
DN 40"/1000mm)
CF8M
7- Seat Retainer Ring AISI 304 AISI 316
8- Yoke Carbon Steel - Epoxy Coated
9- Stem Stainless Steel
10- Stem nut Brass
11- Friction washer Brass
12- Handwheel GJS400 (GGG40)
13- Stem Protector Epoxy-coated Carbon Steel
14- Cap Plastic
15- Gasket Aramid fibres
16- Nut Zinc plated Carbon Steel

TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_2

DESIGN FEATURES
BODY:
Wafer style cast two-part bolted body, both internally machined, with reinforcing ribs in larger
diameters for extra body strength.
The stainless steel version valves include internal high density polyethylene sliders (HMWPE)
that ensure smoother gate traveling.
Full port design to allow a greater flow capacity and to guarantee a minimal pressure drop.
SELFCLEANING GATE:
SEAT: (resilient)
PACKING:
STEM:
ACTUATORS:
YOKE or ACTUATOR SUPPORT:
EPOXY COATING:
The epoxy coating on all ORBINOX cast iron and carbon steel valve bodies and compone nts
is electrostatically applied making the valves to be corrosion resistant with a high quality
finished surface. The ORBINOX standard colour is RAL-5015 blue.
GATE SAFETY PROTECTION:
ORBINOX automated valves are provided with gate guards in accordance with EU Safety
Standards. The design feature prevents any objects from being caught accidentally while the
gate is moving.
* ONLY IN EUROPE
Stainless steel as standard. One piece through-going gate with o-port design. When closing, the
gate cuts and moves a disc of material downwards, which is again returned to the flow when
opening. Gate is polished on both sides to avoid jamming and to ensure a greater seal between
the gate with both packing and seat.
The thickness and/or the material of the gate can be changed on request for higher pressure
requirement
The standard stainless steel stem offers a long corrosion resistant life. For rising stem
handwheel actuators only, a stem protector is provided for additional protection against dust
while the valve is in the open position.
All actuators supplied by ORBINOX are interchangeable, and supplied with a standard
mounting kit for installation purposes on site.
Made of EPOXY coated steel (stainless steel available on request). Compact design makes it
extremely robust even under the most severe conditions.
Unique design that mechanically locks the seal in the interior of the valve body with a
stainless steel retainer ring. Standard EPDM also available in different materials such as
Viton, PTFE, etc.
Double stuffing box with several layers of braided fibre plus an EPDM o-ring, with an easy
access and adjusting packing gland ensuring a tight seal. Long-life braided packing is
available in a wide range of materials.
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_3

OTHER OPTIONS
Bonnet (Fig.1):
Assures tight seal to atmosphere for using with hazardous gas or fluids.
Reduces packing maintenance
Flush ports:
Allow for cleaning of solids trapped within the body cavities that can obstruct the
flow or prevent the valve from closing. Depending on the process, purging can be
made with air, steam, liquids, etc.
Other materials of construction:
Special alloys such as AISI 317 (1.4449), 254SMO (1.4547), Hastelloys,
etc.
ORBINOX designs, produces and delivers special fabricated valves for special process
conditions (big sizes and/or high pressures)
Square port (Fig.2):
Greater flow capacity for bulk material. Designed for equipment with square
flange connections
Fig.1
Fabricated valves:
We recommend to contact our technical department
SURFACE TREATMENTS
Fig.2
Diamond port:
Excellent flow regulation.
Valve components can be protected or coated for a longer life expectancy,
depending on the application of the valves and the valve service conditions.
At ORBINOX we can offer alternative treatments and coatings for the different
valve components to improve their properties against abrasion (Stellite,
polyurethane…), against corrosion (Halar, Rilsan, galvanizing…) and against
adherence (polishing, PTFE…).
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_4

ACTUATOR TYPES
MANUAL:
Handwheel (rising stem)
Handwheel (non-rising stem)
Chainwheel
Bevel Gear
Lever
Others (square nut…)
AUTOMATIC:
Electric (rising & non-rising stem)
Pneumatic (single & double-acting)
Hydraulic
All actuators supplied by ORBINOX are interchangeable
Used on pneumatic actuated valves Mechanical stops
Locking device
Manual override
Solenoid valves
Positioners
Limit switches
Proximity switches
Floor stands
Stem extensions

SINGLE ACTING (SPRING RETURN)
Wide range of valve extensions available
For further information about fail safe systems and valve extensions, please see EX(SER.10) catalog
We recommend consultation with our technical department.
FAIL SAFE SYSTEMS ACCESSORIES
• Available from
DN 2"/50mm to DN 12"/300mm
• Supply pressure:
- min. 75 psi/ (5 kg/cm² )
- max. 150 psi/ (10 kg/cm²)
• Options:
- Pneumatic or electric fail open
- Pneumatic or electric fail close
- Other options on request
DOUBLE ACTING WITH AIR TANK
• Available for all valve sizes
• Supply pressure:
- min. 50 psi / (3.5 kg/cm²)
- max. 150 psi / (10 kg/cm²)
• Options:
- Pneumatic or electric fail open
- Pneumatic or electric fail close
- Other options on request

TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_5

pH
482 250 2-13
500 260 0-14
1112 600 0-14
2192 1200 --

>482 >250
248 120
248 120
392 200
482 250
482 250

METAL / METAL
Used for applications with high temperature or applications where tight shutoff is not required.
The stainless steel version includes HMW polyethylene seat sliders that ensure a smoother gate
traveling

DEFLECTION CONE "C"
Deflects the media away from any valve internal exposed parts such as gate guides, seats, etc.
Different types of material available such as AISI 316, CA15, Ni-Hard, etc. Installed at flow inlet,
deflection cones protect the seat. They slightly reduce the inlet bore and the face-to-face dimensions
also increase:
DN 2"/50mm to DN 10"/250mm X =0.35"/9mm
DN 12"/300mm to DN 24"/600mm X =0.47/12mm

Cast Iron Stainless Steel
SEAT / SEALS
DN 2”/50 – 6”/150
PACKING
NOTE: all types include an elastomere O-ring (same material as seal),
excluding TH, GR and FC
DN 8”/200 – 24”/600
Material Max.T. (ºF) (°C)
Material
Applications
PTFE impregn. synth. fibre (ST)

Braided PTFE (TH)

Graphited (GR)

Ceramic fibre (FC)
Metal/Metal

EPDM (E)

NBR (N)

FKM-FPM (V)

VMQ (S)

PTFE (T)
High temp./Low tightness

Acids and non mineral oils

Resistance to petroleum products

Chemical service/High temp.

Food service/ High temp.

Corrosion resistance
SEAT TYPES

METAL / METAL, TYPE "B"
Two replaceable reinforced "B" type rings (available in AISI 316, Ni-hard, CA15,...) protect the
seat in abrasive services. HMW polyethylene seat sliders for smoother gate traveling (stainless steel
version only)
RESILIENT, TYPE "A"
The standard resilient seat design consists of an elastomer seal fixed to the valve body with a
replaceable stainless steel retainer ring. Temperature limitations according to seat material
selected. Verify the above chart or contact our technical department for more information.
HMW polyethylene seat sliders for smoother gate traveling (stainless steel version only)

RESILIENT, TYPE "B"
Resilient seat design with an elastomer seal fixed to the valve body with two reaplaceable
reinforced seal retainer rings (available in AISI 316, Ni-hard, CA15,...) that protect the seat in
abrasive services. Temperature limitations according to seat material selected. Verify the above
chart or contact our technical department for more information. HMW polyethylene seat sliders
for smoother gate traveling (stainless steel version only)

TEMPERATURE CHART
DN 2”/50 – 6”/150
More details and other materials under request
Material Max.T. (ºF) (°C)
DN 2”/50 – 6”/150 DN 8”/200 – 24”/600
DN 2”/50 – 6”/150 DN 8”/200 – 24”/600
DN 8”/200 – 24”/600
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_6

DN(“/mm)
m A B C D E F ØG H
2”/50 1,57/40 5,98/152 4/100 4,33/110 5,07/129 1,85/47 8,86/225 16,88/429 9,13/232 26/12
2,5”/65 1,57/40 6,57/167 4/100 4,52/115 5,79/146 1,85/47 8,86/225 17,75/451 10,04/255 30/14
3”/80 1,96/50 7,16/182 4/100 4,88/124 6,37/162 1,85/47 8,86/225 18,74/476 12,20/310 35/16
4”/100 1,96/50 7,95/202 4/100 5,52/140 7,36/187 1,85/47 8,86/225 20,35/517 14,44/367 44/20
5”/125 1,96/50 8,50/216 4/100 6/150 8,30/211 1,85/47 8,86/225 23,66/601 17,00/432 64/29
6”/150 2,36/60 9,48/241 4/100 6,89/175 9,33/237 1,85/47 8,86/225 25,67/652 19,56/497 77/35
8”/200 2,36/60 11,57/294 4,80/122 8,07/205 12,16/309 2,64/67 12,20/310 32,36/822 25/635 137/62
10”/250 2,75/70 14,01/356 4,80/122 9,64/245 14,33/364 2,64/67 12,20/310 40,03/1017 30,59/777 197/89
12”/300 2,75/70 16,14/410 4,80/122 11,02/280 16,30/414 2,64/67 12,20/310 43,38/1102 35,62/905 242/110
14”/350 3,78/96 18,62/473 7,75/197 12/300 19,13/486 2,60/66 16,14/410 50,63/1286 41,22/1047 384/174
16”/400 3,93/100 21,18/538 7,75/197 13,77/350 21,10/536 2,60/66 16,14/410 54,56/1386 46,10/1171 586/266
18”/450 4,17/106 23,15/588 7,91/201 16,53/420 23,15/588 2,60/66 21,65/550 62,32/1583 51,22/1301 718/326
20”/500 4,33/110 25,43/646 7,91/201 17,71/450 25,51/648 2,60/66 21,65/550 65,86/1673 57,52/1461 820/372
24”/600 4,33/110 25,43/754 7,91/201 20,86/530 29,44/748 2,60/66 21,65/550 77,28/1963 67,36/1711 981/445

HANDWHEEL (rising stem)
• Standard manual actuator

• Consists of:
- Handwheel: Epoxy coated Cast Iron
- Floor stand
- Stem
- Stem nut
- Stem protector

• Available from DN 2"/50mm to DN 24"/600mm

• Options (on request):
- Locking Device
- Extensions

O max. Weight (lbs./kg.)
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_7

DN(“/mm) A B C D E F ØG H
2”/50 1,57/40 5,98/152 4,92/125 4,33/110 5,66/144 2,48/63 8,86/225 12,48/317 9,13/232
2,5”/65 1,57/40 6,57/167 4,92/125 4,52/115 6,33/161 2,48/63 8,86/225 13,34/339 10,04/255
3”/80 1,96/50 7,16/182 4,92/125 4,88/124 6,96/177 2,48/63 8,86/225 14,33/364 12,20/310
4”/100 1,96/50 7,95/202 4,92/125 5,52/140 7,95/202 2,48/63 8,86/225 15,94/405 14,44/367
5”/125 1,96/50 8,50/216 4,92/125 6/150 8,89/226 2,48/63 8,86/225 17,28/439 17,00/432
6”/150 2,36/60 9,48/241 4,92/125 6,89/175 9,92/252 2,48/63 8,86/225 19,29/490 19,56/497
8”/200 2,36/60 11,57/294 5,60/142 8,07/205 12,48/317 2,87/73 12,20/310 23,42/595 25/635
10”/250 2,75/70 14,01/356 5,60/142 9,64/245 14,64/372 2,87/73 12,20/310 27,16/690 30,59/777
12”/300 2,75/70 16,14/410 5,60/142 11,02/280 16,61/422 2,87/73 12,20/310 30,51/775 35,62/905
14”/350 3,78/96 18,62/473 7,75/197 12/300 20,03/509 3,85/98 16,14/410 35,71/907 41,22/1047
16”/400 3,93/100 21,18/538 7,75/197 13,77/350 22,00/559 3,85/98 16,14/410 39,64/1007 46,10/1171
18”/450 4,17/106 23,15/588 7,91/201 16,53/420 24,05/611 3,85/98 21,65/550 44,44/1129 51,22/1301
20”/500 4,33/110 25,43/646 7,91/201 17,71/450 26,41/671 3,85/98 21,65/550 47,99/1219 57,52/1461
24”/600 4,33/110 25,43/754 7,91/201 20,86/530 30,35/771 3,85/98 21,65/550 55,07/1399 67,36/1711

HANDWHEEL (non-rising stem)
• Recommended for installation where space is limited

• Consists of:
- Handwheel
- DN 2"/50mm - DN 12"/300mm: aluminium
- DN ≥14"/350mm: GJS400 (GGG40)
- Stem
- Yoke bushing
- Stem nut fixed to the gate

• Available from DN 2"/50mm to DN 24"/600mm

• Options (on request):
- Locking Device
- Extension
- Square Nut Drive

O max.
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_8

DN(“/mm) A B C D E F ØG H
2”/50 1,57/40 5,98/152 3,94/100 4,33/110 5,07/129 10,15/258 8,86/225 16,88/429 9,13/232
2,5”/65 1,57/40 6,57/167 3,94/100 4,52/115 5,79/146 11,02/280 8,86/225 17,75/451 10,04/255
3”/80 1,96/50 7,16/182 3,94/100 4,88/124 6,37/162 12/305 8,86/225 18,74/476 12,20/310
4”/100 1,96/50 7,95/202 3,94/100 5,52/140 7,36/187 13,66/347 8,86/225 20,39/518 14,44/367
5”/125 1,96/50 8,50/216 3,94/100 6/150 8,30/211 14,96/380 8,86/225 23,66/601 17,00/432
6”/150 2,36/60 9,48/241 3,94/100 6,89/175 9,33/237 16,97/431 8,86/225 25,66/652 19,56/497
8”/200 2,36/60 11,57/294 4,8/122 8,07/205 12,16/309 21,18/538 12/300 32,36/822 25/635
10”/250 2,75/70 14,01/356 4,8/122 9,64/245 14,33/364 24,92/633 12/300 40,04/1017 30,59/777
12”/300 2,75/70 16,14/410 4,8/122 11,02/280 16,30/414 28,26/718 12/300 43,38/1102 35,62/905
14”/350 3,78/96 18,62/473 7,75/197 12/300 19,13/486 32,20/818 17,87/454 50,59/1285 41,22/1047
16”/400 3,93/100 21,18/538 7,75/197 13,77/350 21,10/536 36,14/918 17,87/454 54,52/1385 46,10/1171
18”/450 4,17/106 23,15/588 7,91/201 16,53/420 23,15/588 40,94/1040 17,87/454 62,09/1577 51,22/1301
20”/500 4,33/110 25,43/646 7,91/201 17,71/450 25,51/648 44,48/1130 17,87/454 65,82/1672 57,52/1461
24”/600 4,33/110 25,43/754 7,91/201 20,86/530 29,44/748 51,57/1310 17,87/454 77,24/1962 67,36/1711

CHAINWHEEL (rising stem)
• Recommended for elevated installations

• Consists of:
- Chainwheel: Epoxy coated Cast Iron
- Stem
- Stem nut
- Stem protector

• Available from DN 2"/50mm to DN 24"/600mm

• Options (on request):
- Locking Device
- Extension
- Non-rising Stem

O max.
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_9

DN(“/mm) A B C D E F ØG H I
8”/200 2,36/60 11,57/294 4,80/122 8,07/205 12,16/309 23,00/584 12/300 39,13/994 7,87/200 25/635
10”/250 2,75/70 14,01/356 4,80/122 9,64/245 14,33/364 26,73/679 12/300 42,87/1089 7,87/200 30,59/777
12”/300 2,75/70 16,14/410 4,80/122 11,02/280 16,30/414 29,29/744 12/300 45,43/1154 7,87/200 35,62/905
14”/350 3,78/96 18,62/473 7,75/197 12/300 19,13/486 32,91/836 18/450 60,47/1536 10,62/270 41,22/1047
16”/400 3,93/100 21,18/538 7,75/197 13,77/350 21,10/536 36,85/936 18/450 64,40/1636 10,62/270 46,10/1171
18”/450 4,17/106 23,15/588 7,91/201 16,53/420 23,15/588 41,65/1058 18/450 69,21/1758 10,62/270 51,22/1301
20”/500 4,33/110 25,43/646 7,91/201 17,71/450 25,51/648 45,19/1148 18/450 72,75/1848 10,62/270 57,52/1461
24”/600 4,33/110 25,43/754 7,91/201 20,86/530 29,44/748 52,28/1328 18/450 79,84/2028 10,62/270 67,36/1711

GEAR (rising stem)
• Recommended for valves larger than DN 14"/350mm and
working pressures greater than 50psi/(3.5 kg/cm²)

• Consists of:
- Stem
- Yoke
- Bevel Gear Actuator with Handwheel
(Standard Ratio 4:1)

• Available from DN 8"/200mm to DN 24"/600mm

• Options (on request):
- Locking Device
- Extension
- Chainwheel
- Non-rising stem

O max.
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_10

PNEUMATIC CYLINDER
• The standard pneumatic actuator (double acting on-off cylinder) consists on:
- Ø ≤ 12"/ 300mm: Aluminum barrels
- Ø ≥ 14"/ 350mm: Composite barrels
- Aluminum end covers
- Stainless Steel (AISI 304) piston rod
- Nitrile coated steel piston

• Available from DN2"/ 50mm to DN 24"/600mm

• Supply Pressure: min. 50psi/(3,5 kg/cm²) - max. 150psi/(10 kg/cm²).
Actuator designed with 90psi/(6 kg/cm²) air supply

• For valves installed in a horizontal position, we recommend Utype support
plates and/or actuator support

• Options (on request):
- Hard anodized barrel and covers
- Stainless Steel barrel and covers
- Over / Undersized cylinder
- Manual override
- Fail Safe System
- Limit switches

• Instrumentation (on request):
- Positioners
- Solenoid valves
- Flow regulators
- Air preparation units

DN(“/mm) A B C D E F G H
2”/50 1,57/40 5,98/152 4/100 4,33/110 9,13/232 5,07/129 7/178 4,53/115 16,41/417 30/14 C4”-2.44”/(100-62) ¼” G
2,5”/65 1,57/40 6,57/167 4/100 4,52/115 10,04/255 5,79/146 7,60/193 4,53/115 17,87/454 35/16 C4”-3.03”/(100-77) ¼” G
3”/80 1,96/50 7,16/182 4/100 4,88/124 12,20/310 6,37/162 8,31/211 4,53/115 19,56/497 40/18 C4”-3.74”/(100-95) ¼” G
4”/100 1,96/50 7,95/202 4/100 5,52/140 14,44/367 7,36/187 9,09/231 4,53/115 21,96/558 51/23 C4”-4.52”/(100-115) ¼” G
5”/125 1,96/50 8,50/216 4/100 6/150 17,00/432 8,30/211 10,67/271 5,51/140 24,88/632 75/34 C5”-5.52”/(125-143) ¼” G
6”/150 2,36/60 9,48/241 4/100 6,89/175 19,56/497 9,33/237 11,65/296 5,51/140 27,87/708 90/41 C5”-6.61”/(125-168) ¼” G
8”/200 2,36/60 11,57/294 4,80/122 8,07/205 25/635 12,16/309 14,09/358 6,89/175 34,33/872 160/73 C6.30”-8.66”/(160-220) ¼” G
10”/250 2,75/70 14,01/356 4,80/122 9,64/245 30,59/777 14,33/364 16,85/428 8,66/220 40,82/1037 231/105 C8”-10.62”/(200-270) 3/8” G
12”/300 2,75/70 16,14/410 4,80/122 11,02/280 35,62/905 16,30/414 18,82/478 8,66/220 46,14/1172 282/128 C8”-12.60”/(200-320) 3/8” G
14”/350 3,78/96 18,62/473 7,75/197 12/300 41,22/1047 20,08/510 21,61/549 10,90/277 53,50/1359 456/207 C10”-14.76”/(250-375) 3/8” G
16”/400 3,93/100 21,18/538 7,75/197 13,77/350 46,10/1171 22,05/560 23,58/599 10,90/277 59,40/1509 662/300 C10”-16.73”/(250-425) 3/8” G
18”/450 4,17/106 23,15/588 10,63/270 16,53/420 51,22/1301 23,94/608 26,77/680 15,03/382 67,24/1708 833/378 C12”-18.70”/(300-475) ½” G
20”/500 4,33/110 25,43/646 10,63/270 17,71/450 57,52/1461 26,30/668 28,74/730 15,03/382 72,75/1848 981/445 C12”-20.67”/(300-525) ½” G
24”/600 4,33/110 25,43/754 10,63/270 20,86/530 67,36/1711 31,33/796 34,64/880 17,48/444 86,85/2206 1365/619 C14”-24.60”/(350-625) 3/4” G

O max. Weight
(lbs./kg.) Standard Cyl. Connect.
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_11

ELECTRIC ACTUATOR (rising stem)
• Consists of:
- Electric motor
- Rising stem
- Motor support yoke
acc. to ISO 5210/DIN 3338

• The standard electric motor is equiped with:
- Manual emergency operation
- Limit switches (open/closed)
- Torque switches

• Available from DN 2"/50mm to DN 24"/600mm

• For valves installed in a horizontal position, we recommend
U type support plates and/or actuator support

• Wide range of types and brands available to meet
customer's needs

• Option:
- Non rising stem

DN(“/mm) A B C D E F ØG H I J L M
2”/50 1,57/40 5,98/152 4/100 4,33/110 5,07/129 14,05/357 6,30/160 20,74/527 9,13/232 10,43/265 9,80/249 2,44/62 9,37/238 0.79 x 0.16/20 x 4 7.4/10
2,5”/65 1,57/40 6,57/167 4/100 4,52/115 5,79/146 14,92/379 6,30/160 21,61/549 10,04/255 10,43/265 9,80/249 2,44/62 9,37/238 0.79 x 0.16/20 x 4 7.4/10
3”/80 1,96/50 7,16/182 4/100 4,88/124 6,37/162 15,90/404 6,30/160 22,59/574 12,20/310 10,43/265 9,80/249 2,44/62 9,37/238 0.79 x 0.16/20 x 4 7.4/10
4”/100 1,96/50 7,95/202 4/100 5,52/140 7,36/187 17,51/445 6,30/160 24,21/615 14,44/367 10,43/265 9,80/249 2,44/62 9,37/238 0.79 x 0.16/20 x 4 7.4/10
5”/125 1,96/50 8,50/216 4/100 6/150 8,30/211 18,85/479 6,30/160 25,55/649 17,00/432 10,43/265 9,80/249 2,44/62 9,37/238 0.79 x 0.16/20 x 4 11.1/15
6”/150 2,36/60 9,48/241 4/100 6,89/175 9,33/237 20,86/530 6,30/160 43,30/1100 19,56/497 10,43/265 9,80/249 2,44/62 9,37/238 0.79 x 0.16/20 x 4 18.44/25
8”/200 2,36/60 11,57/294 4,80/122 8,07/205 12,16/309 24,88/632 6,30/160 49,29/1252 25/635 10,43/265 9,80/249 2,44/62 9,37/238 0.98 x 0.2/25 x 5 25.81/35
10”/250 2,75/70 14,01/356 4,80/122 9,64/245 14,33/364 29,09/739 7,87/200 51,93/1319 30,59/777 11,14/283 10/254 2,55/65 9,76/248 0.98 x 0.2/25 x 5 44.25/60
12”/300 2,75/70 16,14/410 4,80/122 11,02/280 16,30/414 32,44/824 7,87/200 55,47/1409 35,62/905 11,14/283 10/254 2,55/65 9,76/248 0.98 x 0.2/25 x 5 51.63/70
14”/350 3,78/96 18,62/473 7,75/197 12/300 20,07/510 37,00/940 7,87/200 60,04/1525 41,22/1047 11,14/283 10/254 2,55/65 9,76/248 1.38 x 0.24/35 x 6 73,75/100
16”/400 3,93/100 21,18/538 7,75/197 13,77/350 22,04/560 42,71/1085 12,40/315 65,74/1670 46,10/1171 15,31/389 13,22/336 3,58/91 11,25/286 1.38 x 0.24/35 x 6 103.25/140
18”/450 4,17/106 23,15/588 10,63/270 16,53/420 23,94/608 47,36/1203 12,40/315 70,98/1803 51,22/1301 15,31/389 13,22/336 3,58/91 11,25/286 1.38 x 0.24/35 x 6 132.77/180
20”/500 4,33/110 25,43/646 10,63/270 17,71/450 26,30/668 50,90/1293 12,40/315 74,52/1893 57,52/1461 15,31/389 13,22/336 3,58/91 11,25/286 1.38 x 0.24/35 x 6 125.38/170
24”/600 4,33/110 25,43/754 10,63/270 20,86/530 31,33/796 59,25/1505 12,40/315 86,81/2205 67,36/1711 15,31/389 13,22/336 3,58/91 11,25/286 1.38 x 0.24/35 x 6 162.26/220

O max. stem Ø x pitch Torque
(ft.LBS/Nm)
TL MODEL SERIES 30

ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX CHILE, ORBINOX PERU, ORBINOX SPAIN, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.
www.orbinox.com

Reserves the right to change specifications without notice OBX 05/21
Rev.13
TL (SER.30)_12

DN K nº M T
50 125 4 M-16 11 4 - 0
65 145 4 M-16 11 4 - 0
80 160 8 M-16 14 4 - 4
100 180 8 M-16 14 4 - 4
125 210 8 M-16 14 4 - 4
150 240 8 M-20 18 4 - 4
200 295 8 M-20 18 4 - 4
250 350 12 M-20 22 8 - 4
300 400 12 M-20 22 8 - 4
350 460 16 M-20 28 12 - 4
400 515 16 M-24 28 12 - 4
450 565 20 M-24 32 16 - 4
500 620 20 M-24 32 16 - 4
600 725 20 M-27 25 16 - 4

DN K nº M T
2” 4 ¾” 4 5/8” - 11 UNC 7/16” 4 - 0
2 ½” 5 ½” 4 5/8” - 11 UNC 7/16” 4 - 0
3” 6” 4 5/8” - 11 UNC 9/16” 4 - 0
4” 7 ½” 8 5/8” - 11 UNC 9/16” 4 - 4
5” 8 ½” 8 3/4” - 10 UNC 9/16” 4 - 4
6” 9 ½” 8 3/4” - 10 UNC 11/16” 4 - 4
8” 11 ¾” 8 3/4” - 10 UNC 11/16” 4 - 4
10” 14 ¼” 12 7/8” - 9 UNC 7/9” 8 - 4
12” 17” 12 7/8” - 9 UNC 7/9” 8 - 4
14” 18 ¾” 12 1” - 8 UNC 7/9” 8 - 4
16” 21 ¼”

16 1” - 8 UNC 1 1/8” 12 - 4
18” 22 ¾” 16 1 1/8” - 7 UNC 7/9” 12 - 4
20” 25” 20 1 1/8” - 7 UNC 1 1/4” 16 - 4
24” 29 ½” 20 1 1/4” - 7 UNC 1” 16 - 4

ANSI B16.5, class 150
EN 1092-2 PN10
BLIND TAPPED HOLES
THROUGH HOLES

FLANGE AND BOLTING DETAILS
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OPERATIONS AND
MAINTENANCE MANUAL

DYNALIFT ULTRAFILTER (UF)
WASTEWATER
TREATMENT SYSTEM

Prepared for:
Cottages of Boone Water Reuse Project
Boone, NC

Prepared by:
DYNATEC SYSTEMS INC.
909 Jacksonville Road
Burlington, NJ 08016
609 387 0330

August, 2013
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -4-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Table of Contents
Table of Contents ........................................................................................................... 4
Safety Notes: .................................................................................................................. 7
Precautions ..................................................................................................................... 8
Water Quality Guidelines ............................................................................................... 9
Membrane Preservation and Storage ........................................................................... 10
Short-Term Shutdown: Less Than 8 Hours .......................................................................... 10
Intermediate Shutdown: Less than 1 Week .......................................................................... 10
Long-Term Shutdown: More Than 1 Week .......................................................................... 10
Controls ........................................................................................................................ 11
PLC Controls ........................................................................................................................ 11
Operation ...................................................................................................................... 12
Membrane Cleaning ..................................................................................................... 14
Introduction ........................................................................................................................... 14
When Cleaning is Required .................................................................................................. 14
Types of Fouling ................................................................................................................... 14
Automatic Cleaning Process ................................................................................................. 14
Cleaning Time ....................................................................................................................... 16
Cleaning Solutions ....................................................................................................... 17
Cleaning Chemicals ...................................................................................................... 17
Memcleen A .......................................................................................................................... 17
Chemical Calculation: ........................................................................................................... 17
Chlorine................................................................................................................................. 17
Chemical Calculation: ........................................................................................................... 18
Factory Assistance ....................................................................................................... 18
Membrane Chemical Compatibility ............................................................................. 19
Appendix A. UF System Specifications ...................................................................... 20
Appendix B. Operator Interface Screens ..................................................................... 24
Main Menu ................................................................................................................... 25
Alarm History .............................................................................................................. 26
Raw Waste ................................................................................................................... 28
System Feed Pumps ..................................................................................................... 29
Screen Effluent Tank Level Set Points ........................................................................ 30
Rotary ScreenSetup ...................................................................................................... 32
UV Setup Screen .......................................................................................................... 34
Screen Transfer Pumps ................................................................................................ 35
Aeration Blowers ......................................................................................................... 37
Blowers Setup .............................................................................................................. 39
Blower PID Tuning ...................................................................................................... 42
Circulation Pumps ........................................................................................................ 43
Circulation Pumps Setup .............................................................................................. 44
Permeate & Backwash ................................................................................................. 46
Backwash Pumps Setup ............................................................................................... 48
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -5-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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Effluent Transfer Pumps Setup .................................................................................... 50
Backwash Tank Level Set Points ................................................................................. 51
Chemical Feed .............................................................................................................. 53
Carbon Dosing Pumps Setup ....................................................................................... 54
Caustic Dosing Pumps Setup ....................................................................................... 55
PAC Dosing Pumps Setup ........................................................................................... 57
Membrane Cleaning System ........................................................................................ 58
Cleaning System Valves Setup .................................................................................... 59
Cleaning System Set Points ......................................................................................... 61
Maintenance ................................................................................................................. 63
UF Master Control ....................................................................................................... 67
UF Operational Set Points ............................................................................................ 69
UF Data Logging ......................................................................................................... 71
UF Flush Pumps Setup ................................................................................................. 72
UF Sludge Valve Setup ................................................................................................ 73
UF Permeate Pump Setup ............................................................................................ 74
UF Permeate Pumps PID Tuning ................................................................................. 76
UF Valves Setup .......................................................................................................... 77
Anoxic Tank & Aeration .............................................................................................. 80
Anoxic Tanks Mix/RAS Pumps Setup ......................................................................... 81
System Tanks Level Set Points .................................................................................... 82
Appendix D. Alarm List and Troubleshooting ............................................................ 85
1 Rotary Brush Screen Tank High Level ................................................................. 85
2 Bioreactor A High Level ....................................................................................... 85
3 Bioreactor B High Level ....................................................................................... 85
4 Anoxic Tank A High Level................................................................................... 85
5 Anoxic Tank B High Level ................................................................................... 86
6 Backwash Tank High Level .................................................................................. 86
7 Backwash Tank Low Level .................................................................................. 86
8 EQ Tank Low Level.............................................................................................. 86
9 Aeration Blowes Cooling Fan Overload ............................................................... 86
10 Aeration Blower Cooling Fan Failure................................................................... 87
11 Process Blower Overheat ..................................................................................... 87
12 Process Air Bioreactors High Temperature .......................................................... 87
13 Process Air Membranes High Temperature .......................................................... 88
14 Circulation Pump Failure to Run .......................................................................... 88
15 Circulation Pump Overload .................................................................................. 88
16 Circulation Pump Low Suction Pressure .............................................................. 88
17 Drum Screen Failure to Run ................................................................................. 89
18 Dynalift Feed Valve Failure.................................................................................. 89
19 Test ........................................................................................................................ 90
20 Dynalift Air Flow High ......................................................................................... 90
21 Dynalift Drain Valve Failure ............................................................................... 90
22 Dynalift Air Flow Low ........................................................................................ 90
23 Dynalift SHUTDOWN! High Trans-Membrane Pressure .................................... 90
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -6-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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24 Backwash Pumps Overload .................................................................................. 91
25 Backwash Pump Failure to Run ............................................................................ 91
26 Dynalift SHUTDOWN! Low Permeate Flow....................................................... 91
27 System feed Pumps Overload ............................................................................... 92
28 System feed Pump Seal Failure ............................................................................ 92
29 System feed Pump Failure to Run ........................................................................ 92
30 Screen Transfer Pumps Overload ......................................................................... 92
31 Screen Transfer Pump Failure to Run ................................................................... 93
32 Dynalift SHUTDOWN! Bioreactor Low Level .................................................... 93
33 Dynalift High Permeate Flow .............................................................................. 94
34 Bioreactor A High Air Flow ................................................................................. 94
35 Dynalift Low Trans-Membrane Pressure.............................................................. 94
36 Bioreactor Low Air Flow ...................................................................................... 94
37 Anoxic Tank High ORP ........................................................................................ 95
38 Bioreactor Low Level ........................................................................................... 95
39 Anoxic Tank Low ORP ........................................................................................ 95
40 Bioreactor Low Dissolved Oxygen ....................................................................... 96
41 Bioreactor High pH ............................................................................................... 96
42 Dynalift Circulation Pump Low Suction Pressure ................................................ 96
43 Bioreactor High Dissolved Oxygen ...................................................................... 97
44 Dynalift SHUTDOWN! High Feed Pressure ........................................................ 97
45 Dynalift Low Feed Pressure.................................................................................. 97
46 Dynalift High Permeate Pressure .......................................................................... 98
47 Dynalift Low Permeate Pressure .......................................................................... 98
48 Permeate Pump High Pressure .............................................................................. 98
49 Permeate Pump Low Pressure .............................................................................. 99
50 Process Air Bioreactor High Pressure................................................................... 99
51 Process Air Membrane High Pressure .................................................................. 99
52 Process Air Bioreactor Low Pressure ................................................................... 99
53 Process Air Bioreactor Low Pressure ................................................................. 100
54 Effluent Pump Failure to Run ............................................................................ 100
55 E-STOP Pressed .................................................................................................. 100

Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -7-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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Safety Notes:
WARNING!
Pumps used in this system start and stop automatically during normal operation. Always stop
the drive unit before beginning any repair work on it. Make sure that the motor cannot
accidentally be started by any means during repairs. Refer to individual manufacturers’
instruction manuals (see separate binder) for more specific information.
Failure to follow the above procedure may result in personal injury and/or property
damage!
WARNING!
Chemical metering pumps and feeders that convey hazardous media must be decontaminated
prior to any maintenance work on them. Refer to individual manufacturers’ instruction manuals
(see separate binder) for more specific information.
Failure to follow the above procedure may result in personal injury and/or property
damage!
WARNING!
Cleaning and pH adjusting chemicals used in this installation may be harmful. Manufacturer’s
material safety data sheets (MSDS) and handling instructions should always be followed. Use
eye and skin protection when handling chemicals.
Failure to follow the above procedure may result in personal injury and/or property
damage!
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -8-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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Precautions
No silicone-containing agents are to be introduced into the system. Use of these materials
in any quantity will cause irreversible membrane fouling.
NOTE: Antifreeze and defoamers may contain silicone and should therefore never be
allowed into the system.
Refer to Appendix A. System Specifications for maximum temperature to which the
standard membrane elements should be subjected. Do not exceed this temperature or
irreversible damage can occur.
Refer to Appendix A. System Specifications for the pH range over which the membranes
may be subjected during normal operations, and during cleaning.
The system must be protected from freezing. Failure to do so will cause damage to the
membrane elements and will cause damage to other system components.
Membrane elements should never be allowed to dry out. At all times the membrane
elements must remain wet. Damage from membrane dry out is irreversible.
Do not process any solvents or chemicals harmful to the membranes. Consult factory
prior to introducing any solvent.
Abnormal concentrations of strong oxidizers (chlorine, hydrogen peroxide, etc.) must not
be present in process water on a continuous basis. Consult factory for allowable
concentrations.
Coarse or abrasive particles should be prevented from entering the system, since they
may damage system components. A 1/8-inch screen in the process pump suction line (by
others) generally provides sufficient protection.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -9-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Water Quality Guidelines
Incoming water quality (process water) will affect membrane performance. High water
hardness is often identified as a major source of excessive membrane fouling.
Water containing salts of hardness or other sparingly soluble salts must not be used for
cleaning membranes. Soft or deionized water must be used. Both hot and cold water
supplies to the cleaning tank must contain less than 3 grains of hardness (51 parts per
million (ppm) of CaCO3).
Note: We do not recommend the use of permeate for either cleaning of the membrane
system.
Iron, aluminum, and manganese in cleaning water will reduce the performance of the
cleaning solution. Generally, iron concentrations should be less than 0.3 ppm, aluminum
less than 1 ppm, and manganese less than 0.05 ppm.
At no time during process operations should the pH of process fluid be below pH 3.0 or
above pH 11.0. Operation outside of these parameters will compromise membrane life.
Silica compounds naturally occur in many waters. Please check your water source for the compounds
listed in the table below:

Table 1. Silica Compounds
Name Formula Occurrence Effect on Membrane
Soluble silica SiO2 Naturally in many
waters
Does not foul
Suspended silica SiO2 Naturally in many
waters
Does not foul
Silicates M2O
xSiO2
yH20
Water treatment, food
additives, detergents
Forms fouling films quickly, but is
cleanable with caustic soda
Microcrystalline silica
(diatomaceous earth)
SiO2 Filter aid Irreversible pore plugging
Colloidal silica SiO2 Common in rivers
and well waters
At pH below 7.0 gels and fouls
membranes irreversibly. At pH
above 7.0 fouls in presence of salts
(non-fouling without salts).
Silicones Polysiloxanes Antifoamers Irreversible fouling by adsorption
and film formation.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -10-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Membrane Preservation and Storage
All membranes are shipped with small amounts of deionized water and a preservative.
Modules can be initially stored in a sheltered area, protected from freezing and sealed as shipped
until ready for use. Do not allow the membranes to dry out.

After installation, the elements must be preserved, as recommended below, if the system must
be shutdown.
Short-Term Shutdown: Less Than 8 Hours
The Dynalift system drains and backwashes at every shutdown. It is safe to leave it this
condition for up to 8 hours. The membranes will be filled only on the permeate and will slowly
permeate out much of the water until the membranes are dry.
Intermediate Shutdown: Less than 1 Week
If the Dynalift s ystem is to be shut down for an extended period it MUST be kept filled to
prevent drying out. It must be cleaned using the standard cleaning process before refilling with
potable water. The manual drain valve should be closed to prevent loss of the water due to a
power failure. The system can then be filled from the chemical feed system potable water valve
by manually activating it from the HMI screen.
Long-Term Shutdown: More Than 1 Week
For long-term shut-down, the following steps are recommended:
1. A thorough chemical cleaning of the membranes.
2. Impregnation of the membranes in 1,000 ppm sodium metabisulfite and replace every
three months.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -11-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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Controls
PLC Controls
All controls are located in the Motor Control Center (MCC) and the attached Main Control
Panel (MCP) section. The MCP section houses the programmable logic controller (PLC), and
associated I/O components for the MCC motor controls. All other skids and sub-systems are
controlled via Ethernet remote I/O panels located on each skid, or near the instrumentation. The
PLC performs all the logic required for the automatic operation of the components. The
Human/Machine Interface (HMI) panel provides all control and status for the entire system. The
workstation is installed in the door of the Main Control Panel. Specific operation of the PLC
program is described in the Appendices for this job. User manuals for the individual controls are
enclosed in the Manufacturer’s literature section of this manual.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -12-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Operation
The following is a general description of the wastewater treatment process based on the
Dynalift MBR system.

The effluent from the Equalization Tank is processed through a series of treatment units prior
to being discharged as reuse water. The process can be broken down into the following steps:

1. Solids Separation – The wastewater from the Equalization Tank pump passes through a
rotary brush screen with a 1mm mesh to remove large solids. The solids removed are directed
back to the sewer. The brush screen is equipped with an intermittent water flush on the
discharge chute to prevent solids from building up there. The screen and the holding tank
beneath it have large overflow pipes to prevent any possibility of an overflow out of the
screen. In addition the sludge wasting back to the sewer is directed into the screen discharge
to help flush solids to the sewer. Three transfer pumps, one for each biological train and a
common installed spare, located outside the screen room, send the filtrate to the Anoxic
Tanks for each train.
2. Anoxic Zone – Wastewater from the transfer pumps flows into the Anoxic Tanks and mixes
with the mixed liquor circulating in the system. A mix/recycle pump recirculates the mixed
liquor through a circular slot at the bottom of the tank. The high velocity flow sweeps the
bottom from the center out and causes circulation up the side of the tank and down through
the center again. A proportioning valve in the pump suction allows sludge from the Aeration
tank to be returned to the anoxic zone bringing the Nitrates produced by oxidation back into
the anoxic tank. The anoxic tank is kept in a low oxygen condition. Bacteria in the
wastewater are starved for oxygen so they break down the Nitrates (NO3) to get the oxygen
they need. This process releases Nitrogen into the air. The tank is sealed and vented to the
outside of the building. The anoxic zone is also provided with a supplemental carbon feed to
provide a food source for the bacteria for low flow conditions, or if not enough BOD is
available.
3. Aerobic Zone – Most of the mixed liquor returns directly from the membranes into the
Bioreactor. The mixed liquor passing through the Anoxic tank also overflows into the
Bioreactor. Most of the aeration for the bioreactor comes from the air introduced into the
membranes. DO control is provided by a DO sensor and additional aeration of the
bioreactor. Aeration is by cylindrical EPDM fine bubble diffusers radiating from a common
header at the center of the tank. The design is such that maintenance of the diffusers can be
performed from the top of the tank without entering the tank.
4. Membrane Separation – The mixed liquor is circulated from the bioreactor through the
membrane skids and returning into the Anoxic Tank and Bioreactor by a low head centrifugal
pump. The membranes are a tubular style consisting of many small tubes contained in a
number of 8" diameter PVC housings. The mixed liquor flows inside of all of the small
tubes and clean water permeates through the walls of the tubing into the outer shell. A pump
on each membrane skid collects the permeate and sends it into the common backwash tank.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -13-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
An air diffuser at the bottom of each membrane module introduces air into the mixed liquor
to cause turbulence which helps scour the membrane surfaces to reduce fouling.
5. Backwash System – The permeate in the backwash tank goes out through an overflow pipe to
the qualitative instrumentation final UV disinfection system. Permeate is stored in the tank
to be used periodically to backwash the membrane to prevent fouling. After a set number of
backwashes a flush is also performed. During the flush the mixed liquor in the membranes is
pumped back into the bioreactor a backwash is performed along with water flushing of the
air diffusers at the bottom of each membrane. If sludge wasting is enabled then some mixed
liquor will also be diverted back to the sewer.
6. Chemical Cleaning – Occasionally the membranes need to be chemically cleaned to remove
scaling and other foulants that regular backwashing cannot remove. This process is
completely automatic, except for filling the chemical tanks, and is initiated by the operator.
The Dynalift to be cleaned is first stopped, which always initiated an extended backwash.
Then the operator presses the cleaning button and the system cycles through a multi-step
process of draining, filling, adding chemical, refreshing chemical, and then performing a
second cleaning with a different chemical. A button on the HMI allows the operator to
determine whether the membrane skid goes back on line automatically at the end of a
cleaning cycle, or simply sits empty in a cleaned condition. Note that if it is to remain off for
more than 8 hours or so it should at the very least be filled with potable water and not left
dry.
7. Final Disinfection – The permeate discharge passes through an enclosed UV (Ultraviolet)
light disinfection unit then out to discharge. This UV is nothing more than a backup safety
system as Ultrafiltration membranes have pores that are too small for bacteria or viruses to
pass through. So unless there is a serious membrane breach there is nothing for it to kill.
Note that in this system qualitative instrumentation has been installed upstream of the final
UV that the operator can use to determine whether the water produces is suitable for reuse.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -14-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Membrane Cleaning
Introduction
The early establishment of an effective cleaning regime for the membrane is fundamental to
the long-term successful operation of the treatment system. If successful cleanings are not carried
out when the system is new and maintained over the life of the system, the system will not
operate to satisfactory performance. In addition, cleaning will be required more frequently.
When Cleaning is Required
There are two occasions when a cleaning cycle should be carried out.

1. When TMP has risen to the point which has been determined to indicate t he system is
excessively fouled. This TMP value will be different for every jobsite, as it is based on
the characteristics of the wastewater, and not the performance of the membrane.
2. Whenever the system will be shut down for more than a few hours.
Types of Fouling
There are two basic types of fouling that may normally occur:

1. Organic, where typically oil or other organic material has fouled the membrane by
causing a gel layer to form on the surface of the membrane, preventing or slowing the
flow of water through the membrane.
2. Inorganic, where salts and/or metals are present in the waste, or have precipitated in the
waste, and have plugged the pore structure of the membrane, reducing permeate flow.
Automatic Cleaning Process
This system features an Automatic Cleaning process that is initiated by the operator. The
operator starts the process by first pressing the Stop button for the Dynalift A or B, to be cleaned.
Then the operator presses the Clean button, which sends you to the Cleaning Screen

Pressing the Start touch button on the cleaning screen begins the automated process. The steps in
this process are as follows:
1. If the backwash tank is not filled then the Potable Water Valve opens and fills the Cleaning
Tank with potable water to the Full Level.
2. The Membrane Drain Valve closes and the membrane skid fills Pump starts to circulate water
through the membranes to flush out any remaining mixed liquor. The Cleaning Pump stops
and the Membrane Drain Valve again opens and allows the membranes to drain for a time
period. Then the Cleaning Pump restarts to remove the last of the dirty water from the
cleaning tank.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -15-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
3. The Backwash Tank fills with water from the potable water source, and permeate from the
other Dynalift if it is in operation. If this process takes too long (greater than 30 minutes), an
alarm sounds, the operator is shown the failed step number, and the cleaning process aborts.
4. The normal backwashes for both Dynalifts are inhibited. The appropriate Dynalift drain
valve opens, the backwash valve opens, and a long backwash occurs until the Backwash
Tank has reached the Reuse Low Level. If this process takes too long (greater than 30
minutes), an alarm sounds, the operator is shown the failed step number, and the cleaning
process aborts.
5. Repeat step 1 (fill backwash tank).
6. Repeat step 2 (backwash).
7. The Bleach Valve opens and fills the cleaning tank with the bleach solution. If this process
takes too long, an alarm sounds, the operator is shown the failed step number, and the
cleaning process aborts.
8. The Cleaning Pump starts and bleach is circulated through the membranes for the specified
cleaning time. During this time the Backwash Tank is also being refilled. During the
circulation the Membrane Air Valve opens briefly at the specified intervals and for the
specified length of time to provide additional agitation. If the level in the Cleaning Tank
should drop too low an alarm will sound, and the operator will be shown the failed step
number, and the cleaning process will abort.
9. Stop the Cleaning Pump and open the Membrane Drain Valve and drain the Dynalift
completely for a timed period. Then restart the Cleaning Pump to remove all the bleach
solution.
10. Inhibit the normal backwashes and backwash the Dynalift to drain until the Backwash Tank
reaches the Reuse Low Level point.
11. Refill the Backwash tank with potable water and permeate if the other Dynalift is running.
12. Open the Clean Water Valve and fill the cleaning tank to the Flush Level. Start the Cleaning
Pump and pump the contents of the cleaning tank to drain.
13. The Citric Valve opens and fills the Cleaning Tank with the citric solution. If this process
takes too long, an alarm sounds, the operator is shown the failed step number, and the
cleaning process aborts.
14. The Cleaning Pump starts and citric solution is circulated through the membranes for the
specified cleaning time. During this time the Backwash Tank is also being refilled. During
the circulation the Membrane Air Valve opens briefly at the specified intervals and for the
specified length of time to provide additional agitation. If the level in the Cleaning Tank
should drop too low an alarm will sound, and the operator will be shown the failed step
number, and the cleaning process will abort.
15. The Cleaning Pump stops and the Membrane Drain Valve opens to drain the cleaning
solution out completely. Then the Cleaning Pump restarts to drain the rest of the Cleaning
Tank.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -16-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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16. The normal backwashes for both Dynalifts are inhibited. The appropriate Dynalift drain
valve opens, the backwash valve opens, and a long backwash occurs until the Backwash
Tank has reached the Reuse Low Level. If this process takes too long (greater than 30
minutes), an alarm sounds, the operator is shown the failed step number, and the cleaning
process aborts.
17. Repeat step 1 (fill backwash tank).
18. Repeat step 16 (backwash).
19. Open the Clean Water Valve and fill the Cleaning Tank to the Flush Level. Start the
Cleaning Pump and pump the contents of the cleaning tank to drain.
20. Show the operator that the cleaning was successful, and indicate that the manual valves ALL
need to be returned to their normal positions before starting the system.
Change the manual valves for the Dynalift that was cleaned.
a. For Dynalift A
i. Throttle V107, V108 as required
ii. Open V603
iii. Close V109, V602
b. For Dynalift B
i. Throttle V207, V208 as required
ii. Open V703
iii. Close V209, V702

Cleaning Time
The time that a cleaning procedure is left to run depends on the process being carried out.
Water temperature plays a large part in the time required for a successful cleaning. It may be
necessary to increase cleaning times during cold weather. Additional cleaning time beyond two
hours or so is usually not very helpful for Chlorine or Caustic cleaning. Additional cleaning time
may very helpful for acid cleaning when trying to remove scaling. Overnight is a very good idea
if possible.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -17-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Cleaning Solutions
Warning: Most of the chemicals listed are hazardous in some way. ALWAYS, carefully
observe the manufacturers recommendations, and take appropriate safety steps such as
the use of gloves, goggles, protective clothing, etc.
Always follow the recommended concentrations and other directions for each chemical found
later in this chapter.
There are a wide variety of cleaning chemicals available, but the most commonly used are the
following:
Cleaning Chemicals
Memcleen A
This acidic wash chemical is used to remove scaling from the membrane.

Note: Memcleen A is a mild acid and as such care should be taken in handling, using
gloves and safety glasses where appropriate
Chemical Calculation:

(Desired Memcleen A Concentration % by volume) = Injector Ratio
Setting 100

Example: Recommended Memcleen rate is 3%, then the calculation is as follows:

3 = 33.33 = 33:1
100

Chlorine
This wash procedure is used to remove stubborn organic material.

Ensure that the chemicals are measured accurately or membrane damage could occur.
Do not exceed five hundred parts per million (500 PPM) total Chlorine.
Note: Sodium hypochlorite is an extremely strong oxidizer and as such care should be
taken in handling, using gloves and safety glasses where appropriate
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -18-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Chemical Calculation:

(Chlorine Concentration in %) x 10,000 = Injector Ratio
Desired Parts Per Million
1. Example: If the Chlorine concentration as supplied is 12.5%, then the calculation is as
follows:

(12.5) x 10,000 = 250 = 250:1 500

Factory Assistance
If after carrying out all the above steps, the system still cannot be cleaned, submit the records
of all the steps that you have carried out, along with the results of each to the factory, and
assistance will be provided in further work to determine the best method for system cleaning.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -19-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Membrane Chemical Compatibility
Please refer to the attached compatibility chart for information on chemical compatibility with
the materials of construction of your Dynatec Systems Inc. system.

Table 2. Chemical Compatibility
Chemical Compatibility G – good
F – fair,
N – Not recommended
Aliphatic hydrocarbons G
Aromatic hydrocarbons G
Chlorinated solvents N
Aprotic solvents N
Alcohols G
Organic acids G
Esters F
Aldehydes F
Ethers G
Ketons N
Cellosolves G
Salts and buffers G
Sodium hypochlorite N
Hydrogen peroxide, less than 0.5% concentration F
Phenols G
Silicones N
Alkali, temperature, and pH dependent G
Inorganic acids G
Amines F
If you suspect any of the above chemicals that received an F or N rating are present in the
waste stream, please contact Dynatec Systems Inc. for further direction.
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -20-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
www.dynatecsystems.com
Appendix A. UF System Specifications
Table A- 1. System Specifications
Item Qty Description Parameter
1 DRAWINGS
1.1 System P&I 211113I00
1.1.1 Membrane Skid P&I 211113I10
1.2 Electrical 211113E00

2 2 SYSTEM FEED GRINDER PUMPS
2.1 Manufacturer Wilo
2.2 Model # MTC 32 F76.75/30-3-460-60-2
2.3 Type Submersible grinder
2.4 Rating 75 GPM @ 25 ft.
2.5 Speed 3480
2.6 Motor 3 HP
2.7 Power 460v/3ph/60hz

2 1 ROTARY SCREEN
3.1 Manufacturer Or-Tec
3.2 Model # ODS8
3.3 Type Mechanical Brush
3.4 Perforation 1 mm
3.5 Motor ½ HP
3.6 Power 460v/3ph/60hz

3 3 SCREEN WASTE TRANSFER PUMP
4.1 Manufacturer G&L
4.2 Model # 9SH4C45C5
4.3 Type Centrifugal
4.4 Housing Stainless Steel
4.5 Seal Silicon Carbide / Silicon Carbide
4.6 Speed 1750
4.7 HP 1/2
4.8 Rating 50 GPM @ 22 ft.
4.9 Power 460v/3ph/60hz

4 3 UF MEMBRANE CIRCULATION PUMP
4.1 Manufacturer Sulzer
4.2 Model # CPT22-4
4.3 Type Centrifugal
4.4 Impeller Duplex Stainless Steel
4.5 Seal Dynamic
4.6 Housing Duplex Stainless Steel
4.7 Speed 1160
Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -21-

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Table A- 1. System Specifications
Item Qty Description Parameter
5.8 Hp 5
5.9 Rating 660 GPM @ 15 ft.
5.10 Power 460v/3ph/60hz

5 12 AIRLIFT MEMBRANE MODULES
6.1 Type Xflow F4385-38PRV
6.2 Arrangement 2 pass, 6 in parallel
6.3 Feed Pressure 5 psi
6.4 Pressure differential (TMP) 2 psi typical
6.5 pH range – process 3.0 – 10.5
6.6 pH range – clean 2.0 – 11.0
6.7 Maximum Operating Temperature 120° F
(Note: Continuous operation at combined high temperature and high or low pH will
shorten membrane life)

6 2 ANOXIC TANK RAS MIX PUMP
7.1 Manufacturer Paco
7.2 Type Centrifugal
7.3 Housing Cast Iron
7.4 Seal Double with Seal Pressurizer
7.5 Speed 900
7.6 HP 3
7.7 Rating 600 GPM @ 15 ft.
7.8 Power 460v/3ph/60hz

8 2 PROCESS BLOWER
8.1 Manufacturer Kaeser
8.2 Model Number CB 131C
8.3 Type Positive Displacement
8.4 Rating 560 scfm @ 8.5 psi
8.5 Motor HP 40
8.6 Power 460v/3ph/60hz

8 2 UV SYSTEM
9.1 Manufacturer Severn Trent
9.2 Model Number 8102-HO-100
9.3 Intensity 2.2 Kw
9.4 Material 316 Stainless Steel
9.5 Power 120v/1ph/60hz

10 2 BIOREACTOR TANK
10.1 Tank Size & Type 10,500 gallon HDPE

11 2 ANOXIC TANK
11.1 Tank Size & Type 9,150 gallon HDPE
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Table A- 1. System Specifications
Item Qty Description Parameter

12 1 POST-ANOXIC TANK
12.1 Tank Size & Type 10,500 gallon HDPE

13 1 PERMEATE BACKWASH TANK
13.1 Tank Size & Type 600 gallon HDPE

14 3 BACKWASH PUMP
14.1 Manufacturer G & L
14.2 Model # 23SH4J52J5
14.3 Type Centrifugal
14.4 Impeller Stainless Steel
14.5 Seal Silicon Carbide / Silicon Carbide
14.6 Housing Stainless Steel
14.7 Speed 1750
14.8 Hp 5
14.9 Rating 400 GPM @ 22 ft.
14.10 Power 460v/3ph/60hz

15 2 CHEMICAL FEED PUMP
15.1 Manufacturer LMI
15.2 Model # AA961-363SI
15.3 Type Diaphragm
15.4 Rating 2 gph @ 50 psi
15.5 Power 120v/1ph/60hz

16 5 CHEMICAL FEED PUMP
16.1 Manufacturer LMI
16.2 Model # P161-363SI
16.3 Type Diaphragm
16.4 Rating 2 gph @ 50 psi
16.5 Power 120v/1ph/60hz

17 2 CHEMICAL FEED PUMP
17.1 Manufacturer Dosatron
17.2 Model # D14MZ2AFPII
17.3 Type Water Powered
17.4 Rating 0.05 – 14 gpm @ 7 – 85 psi

18 2 CHEMICAL FEED PUMP
18.1 Manufacturer Dosatron
18.2 Model # D14MZ10VFPII
18.3 Type Water Powered
18.4 Rating 0.05 – 14 gpm @ 7 – 85 psi

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Table A- 1. System Specifications
Item Qty Description Parameter
19 CONTROLS
19.1 1 Control Cabinet/Motor Control Motor Control Center
19.2 Location Local
19.3 Type Allen Bradley

Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -24-

DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
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Appendix B. Operator Interface Screens
This chapter describes the Human/Machine Interface (HMI) as supplied with this project. This
installation has one touch screen HMI which controls both trains.
CAUTION! When looking at the HMI you must be very careful not to accidently push
any buttons that start or stop processes or change set points. In the case of set points if
you suddenly find yourself at a screen asking for a numerical input ALWAYS PRESS
CANCEL TO EXIT!

SYSTEM OPERATIONAL HMI SCREENS
The following HMI screens are used to control the common operations of the Dynalift System
shared by membranes A & B. These include the screen, waste transfer pumps, blowers,
backwash pumps, reuse pump, and chemical feed skid.

All screens are touch screens and you should NEVER use anything but clean fingers to
operate the screen. Pencils and other objects will permanently damage the screen. When leaving
the system unattended it is a very good idea to always leave a screen showing which has a
pictorial view on it. These screens only have navigational buttons on them. Someone curiously
touching the screen will see it suddenly change, but no harm will be done. This is not true of
screens which have pushbuttons or set points.
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Main Menu
This screen is the main screen that takes you to all other screens for the Dynalift system. This
screen is always reached by the Main Menu key from any other screen.

Figure 1. Main Menu
The Alarm Indicator in the upper right corner shows if there are any alarms currently active
for both A and B Dynalifts. If there are it turns red and blinks. When an alarm is active the
Alarm Indicator will appear on every screen. The Active Alarms button on the left side will show
you which alarms are still active.
All setup screens, all setpoints and tank level setpoints can be accessed from this screen by
pressing the corresponding blue buttons. As a button is pressed a list of available screens will
pop-up.

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Alarm History
The Alarm History screen pops up every time an alarm occurs.

Figure 2. Alarm History
The Acknowledge & Silence button on this screen silences the alarm horn and also
acknowledges the alarm. Alarms that are brief and latch up so they are not missed will not be
cleared though. The Reset All Alarms button will clear any alarms not currently active. Note
that if an alarm won’t clear by using Reset All Alarms it means the alarm condition still exists.
The alarm list is in order by occurrence, newest alarms on top. Pressing reset causes alarms
that no longer are active to be removed from the list. The Alarm History button on the upper left
allows you to scroll through the entire history of alarms, or clear out them all.
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The large blank indicator on the upper right of the screen is a warning that pops up if you try
to enter a set point that that is out of range. For instance a high level that is lower than a low
level set point. You can silence this alarm simply by using the Previous Screen button.

The Main Menu takes you back to the main menu. Note that all other screens have most of
these navigation buttons and function the same way.
The Alarm indicator in the upper right corner shows if there are any alarms currentl y active
for both A and B Dynalifts. If there are, it turns red and blinks.
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Raw Waste
This screen shows the Equalization Tank, feed pump, brush screen, chute flush and transfer
pumps.

Figure 3. Raw Waste Screen

The status indicators show whether the pumps are on or off and whether the chute flush
solenoid is open.

The level indicators show the level in the Equalization Tank and the screen tank.

The navigation buttons on the right take you to the main menu or back to the previous screen.
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System Feed Pumps
This screen controls the Equalization Tank pumps.

Figure 4. System Feed Pumps

The status indicator shows whether the pump is running.

The feed pumps run continuously as long as either train is in operation

The navigation buttons on the right take you to the main menu or back to the previous screen.

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Screen Effluent Tank Level Set Points
This screen can be accessed by pressing the Tank Level Setpoints button on the Main Menu
screen.
It controls the starting and stopping of the Equalization Tank feed pump (if connected) and
the waste water transfer pumps P5001A, B, and S.

Figure 5. Screen Effluent Tank Level Set Points

Both of the A and B Dynalifts are fed by a pump in the Equalization Tank. Influent is pumped
up to the Brush Screen where screened liquid falls into the screening pump tank.

The set point buttons on the left control the start, stop and alarming of the feed pump
operation. As long as the level in the brush screen tank is between the start and stop set points,
the wet pump will continue to run. Note that the buttons are arranged vertically according to how
the set points values would be.

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The two buttons to the right permit the waste water transfer pumps to run if either train A or B
is calling for feed. The buttons are arranged vertically according to how the set points values
would be.

The navigation buttons on the right take you to the main menu or back to the previous screen.

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Rotary ScreenSetup
This screen controls the brush screen and its chute flush solenoid.

Figure 6. Brush Screen Setup

Both of the A and B Dynalifts are fed by the Brush Screen.

The HOA switches here and on the drawer of the Motor Control Center are for TESTING
only! Be sure to return the HOA switch to Auto when done testing. No part of a Dynalift system
should ever be attempted to run in a manual mode. Great damage can occur.

The screen run time totalizer can be reset from the Maintenance screen if major repairs have
been performed.

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The Screen Off Delay button allows the operator to set how long the screen continues to run
after the demand for feed to the system has stopped. This keeps solids from remaining in the
screen.

The navigation buttons on the right take you to the main menu or back to the screen that you
came from.
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UV Setup Screen
This screen controls the brush UV units.

Figure 7. UV Units Setup

The status indicator shows whether the UV unit is on or off.

The off delay timer set point button controls how long the lamps remain on after flow stops.
Turning lamps on and off greatly shortens their life. Leaving them on without flow may cause
them to overheat. The time was set by Dynatec for 1 hour as this was tested to be a safe time.
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Screen Transfer Pumps
This screen controls the operation of the three screenings pumps located outside the screen
room. This spare pump is common to both the A and B Dynalifts.

Figure 8. Screen Transfer Pumps

The transfer pumps A & B are dedicated to the A & B trains respectively. A cannot feed B,
and vice versa. The S pump is an installed spare for both the A & B pumps.

The level indicator at the top shows the level in the screen tank. Refer to the level set points
screen to see what levels actually allow these pumps to run.

The HOA switches here and on the drawer of the Motor Control Center are for TESTING
only! Be sure to return the HOA switch to Auto when done testing. No part of a Dynalift system
should ever be attempted to run in a manual mode. Great damage can occur.

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When the S pump is selected for Auto A or Auto B operation then the A or B pump is
automatically disabled. Note the warning label that pops up over the HOA control telling you
that the manual valves MUST be adjusted to direct the flow appropriately.

The run time totalizers can be reset from the maintenance screen in the event of major repairs.

The navigation buttons on the right take you to the main menu or back to the previous screen.

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Aeration Blowers
This screen shows the operation of the blowers which supply air to the Membrane Skids and
the Bioreactors for both the A and B Dynalifts.

Figure 9. Aeration Blowers
There are three blowers installed in this system. Each blower can operate independently.
Each blower has a start and stop button on the blower control screen. The status indicator shows
which blower is actually running.

The blowers are controlled by the pressure transmitter located on the Process Air Header.
The blower speed is controlled by a VFD (variable frequency drive) such that the pressure in the
header remains constant at all times.

With a constant air pressure a simple globe valve controls the air flow to each membrane skid
at a constant design flow of 60 CFM.

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Air to the Bioreactors is controlled by the DO probe in each Bioreactor and the associated
pinch valve.

The Setup Screen navigation button takes you to the blower controls and set points.

The navigation buttons on the right take you to the main menu or back to the previous screen.

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Blowers Setup
This screen controls the blowers which supply air to the Membrane Racks and the Bioreactors
for both the A and B Dynalifts.

Figure 10. Blower Setup

There are three blowers installed in this system. Each blower has a start and stop button. The
status indicators show which blowers are actually running. Each blower has a cooling fan. The
blowers cannot operate in Auto without a cooling fan running. Operating the blower in Hand
without a cooling fan running may damage the blower through overheating.

The HOA switches and manual speed control for fans and blowers here and on the drawer of
the Motor Control Center are for TESTING only! Be sure to return the HOA switch to Auto
when done testing. No part of the Dynalift system should be run in a manual mode. Great
damage can occur.

All three blowers came equipped with check valves on the discharge.
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The off line blower should always be shut down, it’s filter cleaned, and fogged with oil
immediately to prevent seizing due to corrosion.

The blowers are controlled by the pressure transmitter located on the Process Air Header.
The blower speed is controlled by a VFD (variable frequency drive) such that the pressure in the
header remains constant at all times. Positive Displacement blowers have a minimum operational
speed due to lubrication issues. This means you may here the relief valves pop o ff when the
demand for air falls very low.

The indicators at the top of this screen show the current speed for each blower and the current
header pressure.

The pressure alarm set point buttons allow you to adjust the where the alarms occur. These
alarms have time delays on them that keep short term pressure changes from causing nuisance
alarms.

The manual speed set point buttons allow the blowers to be speed controlled while in the
Forced On mode. Blowers should NEVER be operated on line this way. All blowers must be
operated in Auto or damage may occur.
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Dissolved Oxygen setpoints for the bioreactors can be accessed from this screen.

Figure 11. Dissolved Oxygen Setpoints

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Blower PID Tuning

Figure 12. Blower PID Tuning
The speed of the blowers is controlled by a single PID loop. The Discharge Pressure Setpoint
button allows you the change the header pressure. Raising or lowering the discharge pressure
will immediately change the air flow to the membrane skids. A set point change requires
changing the globe valve opening to maintain 60 cfm to the membranes.

It is very important that the system have enough pressure to overcome the static head in the
membranes and the bioreactor, plus all pressure losses due to valves and piping etc. If there is
not enough pressure the flow to the membranes or bioreactors can suddenly stop, with a big risk
of plugging the membranes. Reducing air pressure to optimize energy efficiency can be very
risky and should only be done with very close monitoring.

The Kp, Ki, Kd, and DB set points control how the PID loop functions in controlling the
blower speed. PID loop tuning is more art than science. Adjusting these set points should be left
to someone skilled in the art of PID tuning.
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Circulation Pumps
This screen shows the operation of the circulation pumps for both the A and B Dynalifts.

Figure 13. Circulation Pumps
The circulation pumps are set up similarly to the waste transfer pumps, in that the middle
pump is a spare for both the A and B Dynalifts. Pump A and Pump B can only be enabled for
Dynalift A and Dynalift B respectively. Pump S can be enabled for either Dynalift.

The status indicators show which automatic valves are opened or closed and which pumps are
running. The two pressure indicators show the suction pressure to each pump. Since the level in
the bioreactors varies over a range of just a few inches the pressure transmitters are a good
indicator of whether the strainers are fouled and are alarmed for that purpose.

Using the spare pump for either train A or train B requires the repositioning of multiple
manually operated valves.
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Circulation Pumps Setup
This screen controls the circulation pumps for both the A and B Dynalifts.

Figure 14. Circulation Pumps Setup
Pump S is a spare for both the A & B trains. If pump S is selected by Auto A or Auto B the A
or B pumps are automatically disabled. Note the warning banners that pop up over the HOA
buttons for the disabled pump telling you to reposition the manual valves.
CAUTION! Selecting a circulation pump also involves changing manual valves to
direct flow through the selected pumps.
The indicators at the top show which pumps are operating. The pressure indicators on both
sides of the screen show the current suction pressure.

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The pressure set point buttons on each side of the screen are for the suction pressure for the A
& B trains respectively. The upper buttons set warning alarms while the lower buttons set alarms
that also shut the respective trains down to avoid damage. The pressure transmitters are
compound and can read vacuum, so a value of zero for shutdown is acceptable.
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Permeate & Backwash
This screen shows the operation of the backwash and reuse pumps, for both A and B
Dynalifts.

Figure 15. Permeate & Backwash

Only one backwash pump is used at a time with the other one turned off. Manual valves
direct the flow through the appropriate pump. The Dynalifts are backwashed independently, and
can have different schedules. The PLC handles conflicts in the schedules automatically, by
inhibiting one or the other backwash briefly. The effluent transfer pumps operate from high and
low setpoints in the permeate tank. The 3-way valve AV-3006 in the discharge of the reuse
pumps normally directs permeate to the dosing tank. High level in the dosing tank will redirect
the permeate flow to the 14-day storage tank.
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CAUTION! Selecting a Backwash Pump also involves changing manual valves to
direct flow through the selected pump.
The indicators show which automatic valves and pumps are currently operating. The flow
indicators show the gross permeate flow from each membrane skid. This flow will always be
greater than the net flow from the plant because some permeate is used for backwash and
diffusers flush.
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Backwash Pumps Setup
This screen controls the operation of the backwash pumps for both A and B Dynalifts.

Figure 16. Backwash Pumps Setup

The service backwash pump is selected by the selector switch shown here. Manual control of
the potable water fill valve and the reuse pump are also located here. Backwash pumps can
NEVER be safely operated in manual mode! Membrane damage can easily occur by running the
backwash pumps at the wrong time. These buttons are only for testing purposes and must be
used with great care.
CAUTION! Selecting a Backwash Pump also involves changing manual valves to
direct flow through the selected pump.
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The indicators show which pump is operating.

The potable water fill valve provides water to the backwash for cleaning a train if the other
train is also shutdown and not providing permeate. Its operation is automatic during the cleaning
cycles.

The run time indicators can be reset from the maintenance screen.
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Effluent Transfer Pumps Setup
This screen controls the operation of the effluent transfer pumps and permeate diverter valve.

Figure 17. Effluent Transfer Setup
The effluent transfer pumps P-3002 and P-3003 operate from high and low setpoints in the
permeate tank. The 3-way valve AV-3006 in the discharge of the reuse pumps normally directs
permeate to the dosing tank. High level in the dosing tank will redirect the permeate flow to the
14-day storage tank.

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Backwash Tank Level Set Points
This screen can be accessed by pressing the Tank Level Setpoints button on the Main Menu
screen.
It controls the operation of the backwash and reuse pumps based on Backwash tank level.

Figure 18. Backwash Tank Level Set Points

The indicator at the top middle of the screen shows the level of water in the backwash tank
from the transmitter mounting level.

The High Level Alarm warns of a problem of permeate not leaving the tank at the rate
required.

The Make Up Water Shutoff Level controls the potable water fill valve when it is in Auto.
This level is used to ensure water is available for backwashes during the cleaning process even if
neither train is operating.
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The Backwash Pump Start Level is the minimum level at which the pumps will be allowed to
start.
The Backwash Pump Stop Level shuts off the backwash and reuse pumps if the level falls too
low in the tank.
The backwash pumps operating level should always be set higher than the cleaning make-up
level in the tank.

The low level alarm warns of the low level condition.

The Reuse Pump Start & Stop levels allow the reuse pump to operate if water is available in
the backwash tank.

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Chemical Feed
This following screens control the operation of the dosing pumps used to add chemicals to
both the A & B Dynalift trains.

Figure 19. Chemical Feed Screen
The status indicators show which pumps are actually running (green) or if it is currently off
(red).
CAUTION! When leaving this screen be SURE that each pump is left in the
appropriate mode! Do NOT leave any pump in hand mode, it will NOT stop running!
Each train has its own chemical feed pumps (except for the Post-anoxic tank ORP control).
The navigation buttons take you to the appropriate screens for both trains.
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Carbon Dosing Pumps Setup

Figure 20. Carbon Dosing Pumps Setup
The Supplemental Carbon dosing pumps are turned on and off by the ORP probe in the
Anoxic and Post-anoxic Tanks respectively. A high ORP can be reduced by dosing carbon. The
amount of carbon is set manually by the speed and stoke of the pumps. The pumps can operate
even if a train is not operating.
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Pressing the ORP Setpoints button will bring up this screen:

Figure 21. ORP Setpoints
Caustic Dosing Pumps Setup

Figure 22. Caustic Dosing Pumps Setup
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The Caustic Pumps are controlled by the pH probe in the bioreactor. A PID loop proportionally
operates the pump speed to keep the pH at the set point value. The pump can operate even if a
train is not operating.

Pushing the Pumps PID Tuning button will bring up the PID tuning screen:

Figure 23. Caustic Pumps PID Tuning

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PAC Dosing Pumps Setup

Figure 24. PAC Dosing Pumps Setup
The Poly Aluminum Chloride pumps are used to remove phosphorus if required. It operates
whenever the waste transfer pump for that train operates. The amount dosed in is set by manually
adjusting the speed and stroke of each pump.
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Membrane Cleaning System
This screen shows the valves and pumps located on the chemical feed skid that are used for
the automatic cleaning process.

Figure 25. Membrane Cleaning System

The status indicators show whether the valves are open or closed.

The chemical pumps are water powered and started and stopped automatically by the solenoid
valves. The manual valves in front of the chemical pumps control the speed of the pumps. The
pumps should not click more than 30 times per minute.

The navigation buttons return you to where you were, or take you to the cleaning valves
screen for A or B.
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Cleaning System Valves Setup
This screen controls the valves located on the chemical feed skid that are used for the
automatic cleaning process. Even though not a part of the chemical feed skid, the Backwash
Water Make-up Valve is included on this screen, since it is mostly used during cleaning.

Figure 26. Cleaning System Valves Setup

The status indicators show whether the valves are open or closed.

The valves cannot be opened simultaneously. However care should be exercised to avoid
mixing chemicals. Always use the water valve to flush the lines between chemicals if the valves
are operated manually. The cleaning process performs this task automatically.

The navigation buttons on the right take you to the main menu or back to the previous screen.
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The status indicators show which valves actually open (green) or closed (red).

CAUTION! When leaving this screen be SURE that each valve is left in the AUTO
mode! Do NOT leave any valve in hand mode.
These valves only open during the automatic cleaning cycle to fill the system with cleaning
chemicals. The two chemical valves start the water powered dosing pumps to pull chemicals
from the supply tanks.

The water valve may be used manually, along with the chemical feed valve on the membrane
skid to fill a membrane with clean water for short term storage.

The Backwash Tank Make Up Valve is also only used during the cleaning cycle if no
permeate is available for flushes because both trains are down.
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Cleaning System Set Points
This screen controls the operation of the cleaning process and cleaning skid valves for trains
A and B. Each train has separate setpoints, but the screens are identical for either train with
exception of train designation (A or B) or screen background color (pink for train A and yellow
for train B).

Figure 27. Cleaning System Set Points

The set point buttons for Cleaning are common to both trains. The cleaning fill level set point
is used to set the bottom header pressure that correlates to the membranes being full of water or
chemicals. It is desirable to fill them until the permeate level is up into the tee at the top of the
membrane where you can no longer see it. Setting this value too high though will cause the
water or chemicals to overflow into the top header and the set point value will never be reached,
causing a cleaning alarm.

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The empty level set point is used to determine that water or chemicals have been successfully
drained so the next step can proceed. It should be slightly above zero to reduce nuisance
problems.
The Maximum cleaning temperature only come into play if a very long cleaning is carried out
and the membrane heats up from flush pump energy. In the event the maximum temperature is
reached in any step the cleaning process will automatically proceed to the next step.

The Flush Pump Set Points control the operation of the flush pump only during cleaning.
Flush circulation time is used to ensure a thorough flush before moving to the next cleaning step.

The drain time is how long the pump can run when pumping water out of the membrane back
into the bioreactor.

The Chemicals Set Points control how long each chemical stays in the membrane. The
indicators also show how much time remains before the chemical step completes.

The final Backwash time sets how much backwashing is done after a chemical cleaning. Be
sure that the time is not so long that the low level in the backwash tank set point shuts down the
cleaning process and prevents it from completing!

The two duration indicators show the duration that the each chemical was in the membranes
during the previous cleaning, not this one.
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Maintenance
The Maintenance screen allows you to disable certain functions while doing maintenance on
the system.

Figure 28. Maintenance

This screen can only be reached by someone with the system password.

The Horn Enabled button enables or disables the horn and light when pressed. This also
disables the output of remote alarms. The Alarm Indicator in the upper right corner of all
operational screens still indicates when an alarm occurs. Pressing the button again re-enables the
horn and light. The system should NOT be left with the horn and light disabled.

The Pushbutton For Panel Settings takes you to internal settings for the HMI display. These
include setting the brightness, setting whether the screen goes blank when unattended, etc.

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The Alarm Horn Test button forces an alarm condition which will sound the horn and light,
and cause the remote alarms if enabled. This alarm condition will also show up in the Alarm
Indicator in the upper right corner of the display, and also will get logged on the Alarm History
screen.

The Current Time buttons allow you to adjust for daylight savings time if desired.

The system flow totalizers show the total permeate and sludge flows since the system was
started up. In the case of the permeate these are gross flows from each membrane and this
number will be considerably larger than the net flow shown by the effluent flow meter. These
totals can be reset here.

The Pump & Equipment Hours totalizers may all be reset here if desired.
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Dynalift Train
This screen shows all of the operating parameters for the Dynalift membrane skid. Note that
the screens are identical for either train with exception of train designation (A or B) or screen
background color (pink for train A and yellow for train B).

Figure 29. Dynalift Train

The light blue buttons are navigation buttons that take you to other screens as indicated by
their title.

The numbers in titled grey boxes are real-time data displaying their current values.
1. Time Until next Backwash - indicates the time until the next backwash and how many
backwashes must occur before a flush occurs.
2. Backwashes Until Next Flush – Shows the number of backwashes until a more
aggressive flush and backwash will occur.
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3. FT1002A GPM – Current permeate flow rate from the A membrane skid. Note that is
gross flow, and the actual flow leaving the system is less because some permeate is
used for backwashes, diffuser flushing, and screen chute flushing.
4. FT1001A CFM – Air flow into the A membrane diffusers. This flow is set by the Red
handled brass globe valve located on the end of the skid. It remains relatively constant
at around the design flow of 60 CFM.
5. PT1001A PSI – Feed pressure to the bottom membrane header.
6. PT1002A PSI – Permeate pressure in the membranes
7. TMP PSI – Trans Membrane Pressure, the differential pressure across the membranes.
There is a mounting height correction applied so it will not exactly equal PT1001A-
PT1002A.
8. TT1001A F – Temperature of the mixed liquor in the membrane.
9. FT7800A GPM – Flow rate of sludge leaving the system during sludge wasting.

The pump and valve tags are either red or green, indicating Closed/Off or Open/Running.

The orange indicators showing here only appear on the actual screen when that function is
active.
The gray numerical indicators on the upper left show the time remaining until the next
automatic backwash cycle and how many backwashes until a more aggressive flush and
backwash will occur.

The indicator on the upper right shows three possible modes, Stopped (in red), Running (in
green), Cleaning (in green).

The yellow button at the lower right takes you to the same screen for the B membrane skid.

This is a very good screen to leave displayed when the plant is unattended. The only buttons
on this screen are navigation buttons. Touching a button by accident will not start or stop
anything, it will only take you to another screen.
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UF Master Control
This screen controls the operation of the A train, including cleaning.

Figure 30. UF Master Control

The picture above shows all indicators and buttons that can appear on this screen. Some of
them are hidden during operation (Cleaning operation buttons are hidden during process mode).

Starting and stopping the train is done from here, and all the important data points are shown.
The TMP graph helps to understand how the train is running by letting you see how the TMP
changes between backwashes and flushes.

The Process/Cleaning selector chooses what is being done. While both A and B train can run
together, they can NOT be cleaned at the same time!

When cleaning has been selected some additional indicators and buttons become visible.
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One button advances the cleaning step manually. This is useful if a cleaning was interrupted
and you need to restart in the middle. The Restart Mode button lets you tell the train to go back
on line after the cleaning, if the cleaning was successful. If you don’t press the button the system
will sit empty following the cleaning.

The indicator at the bottom left shows what step the cleaning is in.

The orange warning banner over the TMP graph pops up after a power failure if automatic
restart was selected on the maintenance screen.

The navigation buttons take you to where you were, to set up, or the membrane screen.
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UF Operational Set Points
This screen controls the normal operation of train A.

Figure 31. UF Operational Set Points

The feed pressure set points on the left are critical to the safe operation of the membranes.
For this reason you have high and low warning alarms as well as high and low shutdown alarms.
The warning alarms should be set close to the normal operation values as possible without
causing nuisance alarms. The shutdown alarms should be set only a little higher and lower.

The TMP set points in the center are critical to the safe operation of the membranes. For this
reason you have high and low warning alarms as well as high and low shutdown alarms. The
warning alarms should be set close to the normal operation values as possible without causing
nuisance alarms. The shutdown alarms should be set only a little higher and lower.
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The TMP offset value set point accounts for the mounting height difference between the Feed
pressure transmitter and the permeate pressure transmitter. TMP should read zero with the
membranes sitting partially filled with water.

Membrane Air flow is critical if it stays high or low for a long period of time (1 hour). Both of
these set points shut the train down if they are reached.

The permeate pump delay set point provides time for permeate flow to be established by
gravity flow alone before the permeate pump tries to increase the flow.

The flush pump run time set point is the maximum amount of time the flush pump can run in
the event it doesn’t go off automatically by the pressure sensor indicating the membrane is
empty.

The low cutoff pressure set point is used to tell the flush pump the header is empty.

The Backwash Interval Timer set point sets the time between backwashes.

The Backwash Duration timer set point sets how long the backwash pump runs during each
backwash.

The Backwash Flush Counter set point determines how many backwashes will occur before
the flush step in added into the backwash sequence.

The Backwash Stop Duration timer set point allows a longer or shorter backwash to be used
whenever the train shuts down.

The Process Temperature High set point provides a warning if the mixed liquor is getting too
hot.

The Process Temperature Low set point provides a warning if the mixed liquor is getting too
cold for the biology to work correctly.

The Power Fail Auto Restart Button allows you choose whether the train auto-restarts after a
power failure or waits for the operator to restart it.

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UF Data Logging
This screen shows all the analog data for the membrane train.

Figure 32. UF Data Logging

The data shown on this screen is also being logged to the USB memory. Each day at
Midnight a new file is started. The file can be opened using Excel and graphing al the data. This
can be useful for troubleshooting in the future. The 16 GB USB stick holds about 3 years worth
of data and the HMI puts up an alarm message if it fills up.
Press UP or DOWN arrows to view available trends.
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UF Flush Pum ps Setup
This screen controls Flush Pump for both trains A and B.

Figure 33. UF Flush Pumps Setup

The indicator shows whether the pumps are running. They only run for less than a minute
about once an hour typically.

The HOA buttons are for testing only. Be sure to put the pump back in auto or the train will
not run.

The hour meter can be reset from the maintenance screen.
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UF Sludge Valve Setup
This screen controls wasting of sludge from the membrane train.

Figure 34. UF A Sludge Valve Setup

The sludge flow indicator shows the flow through the flow meter common to both trains.
Sludge totals from the flow meter are accumulated by the PLC separately for each train.

The start and stop buttons determine whether sludge wasting will occur each day. Once
started sludge wasting will start every day, unless stopped.

Sludge wasting starts each day at the time set on this screen. Some sludge is wasted during
each flush until the Desired Sludge Waste amount is reached. This reduces the impact on the
Biomass as only a small percentage of the total for each day is wasted at any one time.

There are two accumulator totals, one for the current day, and one for the total for this train.
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UF Permeate Pump Setup
This screen controls the permeate pump only for the membrane train.

Figure 35. UF A Permeate Pump Setup

The permeate pumps is driven by a VFD and the pump is controlled by a flow meter and PID
loop to operate at a constant flow rate, set by the flow set point on this screen.

The permeate pump is run against a constant restriction provided by a V-Port ball valve on the
pump discharge. Without this restriction the membrane would gravity permeate out at a rate
high than might be required. This valve must be carefully adjusted to provide a wide range of
flows over the normal operating speed of the pump.

The pump can be programmed to achieve three different permeate flow rates, depending on
the level in the Equalization Tank.
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At low level the permeate flow rate will slow down, and at high level the pump will speed up,
producing higher permeate flow rate.

The runtime indicator can be reset from the maintenance screen.

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UF Permeate Pumps PID Tuning
This screen controls the permeate pump only for both trains A and B.

Figure 36. UF Permeate Pumps PID Tuning

Either permeate pump is driven by a VFD and the pump is controlled by a flow meter and
PID loop to operate

The Kp, Ki, Kd, and DB set points control how the PID loop functions in controlling the
pump flow. PID loop tuning is more art than science. Adjusting these set points should be left
to someone skilled in the art of PID tuning.

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UF Valves Setup
This screen controls the automatic valves for the Dynalift unit.

Figure 37. UF Valves Setup, Page 1
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Figure 38. UF Valves Setup, Page 2

All the valves on these screens have an indicator to show whether they are open or closed.
Valves that have limit switches get this status from the limit switches. Valves that do not have
limit switches indicate whether they are in the energized position or not. If a valve with limit
switches is not either fully open or fully closed it will indicate an error.

Be sure to always return all valves to the correct operating mode (auto) before exiting from
this screen!

The Bioreactor Isolation valve is located at the bottom of the Bioreactor before the strainer. It
spring closes in the event of a power failure as a backup to the Membrane Feed Valve so that the
biomass is not accidentally lost into the sewer.

The Dynalift Feed Valve is located between the circulation pump and the membrane rack. It
is spring closed and held open during normal operation. During a flush dump cycle this valve
closes briefly while the membranes are drained. It operates typically once an hour.
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The Concentrate Return Valve is held open during normal operation. It only closes during the
cleaning cycle to retain the cleaning chemicals in the membranes.

The Dynalift Drain Valve is a spring opened valve. It is normally held closed, and opens
during a power failure or when the system is stopped to drain the membranes. Note that a manual
valve is provided for long term shutdowns where you don’t want a power failure draining the
preservative out of the membranes.

The Chemical Valve is normally closed and only opens during portions of the cleaning cycle
to allow chemicals or flush water to fill the membranes.

The Drain Flush valve is normally closed and opens briefly during the flush cycle to direct
mixed liquor from the flush pump back into the Bioreactor.

The Cleaning Valve is normally closed and opens during the cleaning cycle to direct cleaning
solution circulated by the flush pump into the top of the membranes.

The Vent Valve is spring closed and normally stays that way. During a backwash cycle it is
opened briefly to purge air out of the permeate side of the membranes to ensure the permeate
side of the membranes stay full.

The Diffuser Flush valve is normally closed and opens during the backwash portion of the
flush dump cycle. This allows permeate water to be forced into the diffusers to flush out any
solids that may be forming.

The Backwash Valve is normally closed. During a backwash the valve opens briefly to allow
the backwash pump to pump permeate back through the membrane.

The Permeate Valve is held open during normal operation. During each backwash cycle it
closes briefly to prevent the backwash pump from pushing permeate back through the permeate
pump.

The Membrane Air Valve is normally closed and held open during normal operation to
provide air to the membrane air diffusers. Do NOT leave this valve open with empty
membranes! The air will quickly dry out the membranes doing permanent damage to them.
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Anoxic Tank & Aeration
This screen depicts the anoxic tank and bioreactor system. Systems A and B are identical with
exception of nomenclature.

Figure 39. Anoxic Tank & Aeration
ORP, pH and DO setpoints can be accessed from the Main Menu screen.
In addition, ORP setpoints can be accessed from the Carbon Dosing Pumps setup screen, pH
setpoints can be accessed from the Caustic Dosing Pump setup screen and DO setpoints link can
be found on the Blowers setup screen.
Setup of the RAS pumps can be accessed from the Main Menu screen.
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Anoxic Tanks Mix/RAS Pumps Setup

Figure 40. Anoxic Tanks Mix.RAS Pumps Setup
The Recycle Activated Sludge (RAS) pumps operate all the time, regardless whether their
corresponding Dynalift train is running or not.

Position of the RAS valve is determined empirically, based on ORP level in the anoxic tank.
Position is set manually. Currentl y operation of the valves in HAND and AUTO position is
identical.
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System Tanks Level Set Points
The following setpoint screens can be accessed from the Main Menu:

Figure 41. Equalization Tank Level Setpoints

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Figure 42. Post-anoxic Tank Level Setpoints

Figure 43. Sludge Tank Level Setpoints

Figure 44. Dosing Tank Level Setpoints

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Appendix D. Alarm List and Troubleshooting
The following is a list of the alarm codes the system can generate, what they mean, and
possible corrective action.
1 Rotary Brush Screen Tank High Level
This alarm can be activated by both the level transmitter and the redundant high level float
switch in the screenings tank for both the A and B Dynalifts. This alarm indicates that the tank is
being filled by the feed pumps faster than the screenings pumps are removing the wastewater.
Possible causes for this alarm are:
Failure of the drum screen tank level transmitter.
Failure of one or more of the screenings pumps. Check alarm history for pump related
failure messages.

2 Bioreactor A High Level
This alarm is activated by the level transmitter in the bioreactor. This alarm is unlikely to
happen in normal operation. This alarm affects both the A and B Dynalifts as they share a split
feed flow. It shuts off the screenings pumps, except if the pumps are running in hand from the
HOA switch on the MCC. It could happen if:
One or more of the system feed pumps in EQ tank 1 are left running in Hand from the
HOA switch on the MCC.
The set point for pump shutoff is set too high.

3 Bioreactor B High Level
Same as bioreactor A high level above.

4 Anoxic Tank A High Level
This alarm is activated by a non adjustable float switch in the anoxic tank. It is very unlikely
to occur in normal operation. This alarm affects both the A and B Dynalifts as they share a split
flow from EQ tank 1. It shuts off both the system feed pumps in EQ tank 1 and the screenings
pumps, except if the pumps are running in hand from the HOA switch on the MCC. It might
occur if:
The level set points for the bioreactor were to be set to a very high level.
The level transmitter in the bioreactor failed and was showing a low level when in
fact the level was high. This would keep the system feed pumps running.
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5 Anoxic Tank B High Level
Same as tanks A above.

6 Backwash Tank High Level
This alarm is activated by both the level transmitter in the backwash tank and a redundant
float switch. It is highly unlikely in normal operation since the tank overflows to discharge
permeate. This alarm would indicate a blockage in the discharge pipe, or a closed valve.

7 Backwash Tank Low Level
This alarm is activated by the level transmitter in the backwash tank. This alarm shuts off the
backwash pump to prevent seal damage. The pump will be used again when the level rises to the
Backwash Tank Reuse Level Low set point (figure 36). However this would indicate that the
membranes are not being properly backwashed, which could lead to serious plugging in a short
time. It can be caused by:
A backwash rate greater than the permeate production rate from the membranes.
A permeate reuse rate greater than the permeate production rate from the
membranes.

8 EQ Tank Low Level
This alarm is activated by the level transmitter in EQ tank. It would most likely be caused by
leaving the system feed pump(s) in Hand position.

9 Aeration Blowes Cooling Fan Overload
This alarm is activated by any overload contacts on each of the cooling fan starters in the
MCC. It indicates a problem with one of the cooling fans, and the fan will be shutdown. In a
short time the affected blower will overheat. Holding your hand over the cooling air outlet of
running blower will identify the one that has failed. You should switch to the backup blower
immediately. Opening the noise cover on the blower also may allow you to keep the blower
running without overheating. If nothing is done the blower overheat switch will eventually shut
the blower down, which could cause serious membrane plugging and loss of the biomass in the
bioreactor.
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10 Aeration Blower Cooling Fan Failure
This alarm is activated by the auxiliary contact on the motor starter in the MCC. . It can be
caused by:

The HOA switch being left in the Off position.
The overload relay tripped in the MCC.
A blown fuse on the control transformer in the MCC bucket.
A burned out contactor coil
A broken wire
A bad output relay on the PLC IFM card
A blown fuse in the IFM card,
A bad output in the PLC output module itself.

See the previous alarm for immediate actions to take.

11 Process Blower Overheat
This alarm is activated by the overheat switch which is part of the temperature gauge mounted
on top of the blower. It can be caused by failure of the blower cooling fan as described above, or
by a restriction in the airflow through the blower, as would happen if the filter was very dirty.

This alarm is the last defense against the blower being destroyed so it will shut the blower
down. This will lead to many other alarms due to a lack of process air.

12 Process Air Bioreactors High Temperature
This alarm is activated by the temperature transmitter located on the process blower air header
between blowers 1 and 2. This alarm is a warning, it does not stop the blower. However if the
temperature continues to rise the blower will stop when the temperature reaches the Blower
Temperature High Stop set point. Blowers compress the air raising its temperature. Possible
causes for this alarm are:
High ambient air temperature.
Significant obstruction in the air intake duct work to the blower.

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13 Process Air Membranes High Temperature
Same a process air temperature A above.

14 Circulation Pump Failure to Run
This alarm is activated by the auxiliary contact on the motor starter contactor in the MCC.
This alarm puts the A Dynalift into Stop, to prevent the membranes from plugging. It can be
caused by:
The HOA switch being left in the Off position.
The overload relay tripped in the MCC.
A blown fuse on the control transformer in the MCC bucket.
A burned out contactor coil.
A broken wire.
A bad output relay on the PLC IFM card.
A blown fuse in the IFM card.
A bad output in the PLC output module itself.

This alarm functions the same as the previous alarm for circulation pump 1, except that it
stops the A or B Dynalift based on which Dynalift the pump has been selected for.

15 Circulation Pump Overload
This alarm is activated by any of the overloads on the circulation pumps tripping. It is
informational only. The affected pump will be stopped by the Circulation Pump Failure alarm.
This alarm lets you know why.

16 Circulation Pump Low Suction Pressure
This alarm is activated by the suction pressure switch located between the circulation pumps
and the strainer. It works for pumps 1 and 2. The causes for this alarm are:
Suction strainer is clogged.
One of the three valves in the suction line are closed.
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17 Drum Screen Failure to Run
This alarm is activated by the current sensor located in the Safety Relay panel on the wall in
the screenings room. This alarm shuts down the system feed pumps to keep them from
continuing to send wastewater to the drum screen and overflowing on to the floor. The system
will soon run out of wastewater and a low level in the bioreactors will shut both the A and B
Dynalifts off. It indicates the drum screen is not running because:

The E-stop on the Safety Panel has been pressed.
The Safety Panel Start button has NOT been pressed.
One of the safety switches on the drum screen doors is not detecting the magnet.
The HOA switch on the MCC is in the Off position.
The overload relay tripped in the MCC.
A blown fuse on the control transformer in the MCC bucket.
A burned out contactor coil in the MCC
A burned out contactor coil in the safety control cabinet
A broken wire
A bad output relay on the PLC IFM card
A blown fuse in the IFM card,
A bad output in the PLC output module itself.
The UPS in the PLC cabinet is off.
A fuse in the UPS output is blown.

18 Dynalift Feed Valve Failure
This alarm is activated by the limit switches in the Open/Close beacon on top of the fee d
valve. It indicates that the rotation of the valve has failed to reach one of the limit switches,
either open or closed. The system does not stop running. The valve should be examined
immediately for problems.

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19 Test
This alarm is activated by the Alarm Test touch button on the Maintenance screen. Its
purpose is to test that the alarms work properly and that the horn and light can sound. The
switch is a toggle, you must press it a second time to clear the alarm.

20 Dynalift Air Flow High
This alarm is activated by the pitot tube differential pressure sensor located in the galvanized
pipe that feeds air to the A Dynalift membranes. It is informational only. It just tells you that for
some reason you are using more air than previously. This may indicate a valve has been adjusted
differently.

21 Dynalift Drain Valve Failure
This alarm is activated by the limit switch on top of the valve actuator. It indicates that the
drain valve has not properly closed. This could result in the loss of all the biomass in the
bioreactor back into EQ tank 1. For this reason this alarm shuts down the A Dynalift and closes
the Bioreactor Isolation valve.

22 Dynalift Air Flow Low
This alarm is activated by the pitot tube differential pressure sensor located in the galvanized
pipe that feeds air to the A Dynalift membranes. It indicates that the membranes are not getting
enough air and plugging may be occurring. The rotameters near the blowers indicate the actual
air flow in CFM. This condition may be caused by:
Low process blower pressure.
A closed valve.
Plugging of the membrane air diffusers.

23 Dynalift SHUTDOWN! High Trans-Membrane Pressure
This alarm is sensed by the PLC calculating the difference between the membrane feed
pressure and the membrane permeate pressure. This pressure difference is what drives the
permeate through the membrane. A high TMP indicates fouling of the membrane, and can lead
quickly to plugging. The usual course of action is to chemically clean the membranes using the
automated cleaning process.

This alarm puts the A Dynalift into stop.

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DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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24 Backwash Pumps Overload
This alarm is activated by the overload relay located in the MCC. It indicates that the
backwash pump has overloaded. Since the backwash pump actually pumps only very clean
permeate and runs for just 5 seconds it is unlikely to get thi s alarm in normal operation. It could
be caused by:

Something broken inside the pump, like a seized bearing.
One fuse blown in the MCC which single phases the motor.

25 Backwash Pump Failure to Run
This alarm is activated by the auxiliary contact on the motor starter in the MCC. It indicates
the backwash pump has failed to run. This could be caused by:

The HOA switch on the MCC is in the Off position.
The overload relay tripped in the MCC.
A blown fuse on the control transformer in the MCC bucket.
A burned out contactor coil in the MCC.
A broken wire.
A bad output relay on the PLC IFM card.
A blown fuse in the IFM card.
A bad output in the PLC output module itself.

26 Dynalift SHUTDOWN! Low Permeate Flow
This alarm is activated by the flow meter on the backwash skid. It may be caused by:
The HOA switch for the permeate pump on the MCC is in the Off position.
The permeate pump is in disabled mode.
A clogged or defective flow meter.
A blown fuse on the control transformer in the MCC bucket.
A broken wire.
A bad output relay on the PLC IFM card.
No analog (4 to 20 ma) speed signal from the PLC.
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DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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A blown fuse in the IFM card.
A bad output in the PLC digital output module or analog output module

27 System feed Pumps Overload
This alarm is activated by any of the overloads tripping for the system feed pumps in EQ tank
1 and 2. You will also get a failure to run alarm for the specific pump, so this alarm helps you
troubleshoot that problem. This alarm may be caused by:
Clogging of the system feed pump.
A bearing failure in the pump.

28 System feed Pump Seal Failure
This alarm is activated by a sensor inside the system feed pump. It works by sensing the
resistance across two probes. Water reaching the probes shorts them out and the sensing relays
in the MCC then trigger the alarm. The pump with the failed seal should be disabled and
removed from the EQ tank immediately before more serious damage can occur.

29 System feed Pump Failure to Run
This alarm is activated by the auxiliary contact on the motor starter in the MCC. It can be
caused by:
The HOA switch on the MCC is in the Off position.
The overload relay tripped in the MCC.
A blown fuse on the control transformer in the MCC bucket.
A burned out contactor coil in the MCC.
A broken wire.
A bad output relay on the PLC IFM card.
A blown fuse in the IFM card.
A bad output in the PLC output module itself.

30 Screen Transfer Pumps Overload
This alarm is activated by any of the overloads tripping for the pumps in the screening tank.
You will also get a failure to run alarm for the specific pump, so this alarm helps you
troubleshoot that problem. This alarm may be caused by:
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DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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Clogging of the pump.
A bearing failure in the pump.
A broken wire feeding the pump.
Overload relay set too low for motor rating.

31 Screen Transfer Pump Failure to Run
This alarm is activated by the auxiliary contact on the motor starter in the MCC. It can be
caused by:
The HOA switch on the MCC is in the Off position.
The overload relay tripped in the MCC.
A blown fuse on the control transformer in the MCC bucket.
A burned out contactor coil in the MCC.
A broken wire.
A bad output relay on the PLC IFM card.
A blown fuse in the IFM card.
A bad output in the PLC output module itself.

32 Dynalift SHUTDOWN! Bioreactor Low Level
This alarm is activated by the submersible level transmitter in the Bioreactor A tank. The set
point should be set below the lowest system feed pump turn on point. This alarm also puts
Dynalift A into Stop mode to prevent losing all the biomass, or concentrating up the MLSS to a
level that plugs the membrane. This alarm may be caused by:

Pumping off sludge without shutting the A Dynalift down.
Failure of one or more of the system feed pumps.
Failure of the rotary screen.
Failure to restart the rotary screen after servicing.
Failure of one or more of the screening pumps.
A valve left close in the piping from the screening pumps to the anoxic tank.
Failure of the level transmitter in the bioreactor.
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DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
(609) 387 -0330 • FAX [phone]
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33 Dynalift High Permeate Flow
This alarm is activated by the flow meter on the backwash skid. It is highly unlikely to get
this alarm in normal operation. It is provided simply so you can bracket your normal flows with
alarm points in the event something unusual were to occur. It can be caused by:
Alarm set point too low for normal operational fluctuation.
Permeate pump in Hand with flow rate set high.
Permeate flow setting set points too high.

An unused alarm point in the Dialer Critical indicator pages.

34 Bioreactor A High Air Flow
This alarm is activated by the pitot tube differential pressure transmitter located in the
galvanized pipe feeding process air to the bioreactor. This alarm could be caused by:
Low level in the bioreactor.
Broken or missing diffusers in the bioreactor.

35 Dynalift Low Trans-Membrane Pressure
This alarm is sensed by the PLC calculating the difference between the membrane feed
pressure and the membrane permeate pressure. This pressure difference is what drives the
permeate through the membrane. A low TMP alarm can be caused by:
Alarm set point too high for low flow TMP conditions.
Failure of the Membrane Feed Pressure transmitter.
Failure of the Permeate Pressure transmitter.
Failure of the Permeate Pump
Failure of the Circulation Pump.

36 Bioreactor Low Air Flow
This alarm is activated by the pitot tube differential pressure transmitter located in the
galvanized pipe feeding process air to the bioreactor. This alarm could be caused by:
Closed or poorly adjusted valves in the galvanized piping to the bioreactor.
An increase in the level of the bioreactor which raises the pressure needed to push
air into the bioreactor.
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Clogged diffusers in the bioreactor.
Low air pressure in the process air header
Failure of the process air blower.
Alarm set point too high for normal flow change due to automatic valve operation.

37 Anoxic Tank High ORP
This alarm is activated by the ORP sensor in the side of the Anoxic Tank. This alarm may be
caused by:
High DO in Bioreactor.
Excessive air to the membranes.
Lack of carbon to feed bacteria.

38 Bioreactor Low Level
This alarm is a warning activated by the submersible level transmitter in the Bioreactor A
tank. The set point should be set below the lowest system feed pump turn on point. This alarm
may be caused by:
Pumping off sludge without shutting the A Dynalift down.
Failure of one or more of the system feed pumps.
Failure of the rotary screen.
Failure to restart the rotary screen after servicing.
Failure of one or more of the screening pumps.
A valve left close in the piping from the screening pumps to the anoxic tank.
Failure of the level transmitter in the bioreactor.

39 Anoxic Tank Low ORP
Low DO in Bioreactor.
Lack of adequate mixing in Anoxic Tank.

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40 Bioreactor Low Dissolved Oxygen
This alarm is activated by the Dissolved Oxygen (DO) transmitter in the Bioreactor A tank.
Under normal operation the DO level wanders up and down between the DO high set point and
the DO low set points. This alarm may be caused by:

A system disturbance such as starting the system up, or shutting it down for maintenance.
Bioreactor air pulse valves in Hand (closed)
Pulse valve limits set wrong.
Failure of the open pulse valve.
Failure of the bioreactor air blower.
Out of calibration DO transmitter. The DO transmitter has an electrolyte filler that must
be replaced periodically.

41 Bioreactor High pH
This alarm is activated by the pH transmitter installed on the side of the bioreactor A near the
platform. Under normal operation the pH of the incoming waste water is slightly above 7.0. A
caustic injection system has been provided to compensate for possible low pH but is most likely
not needed. If the injection system is running then the like causes of this alarm would be:

pH set point too high.
Caustic pump stroke set too high.
Caustic pump PID loop not tuned properly.

42 Dynalift Circulation Pump Low Suction Pressure
This alarm is activated by the pressure transmitter in the circulation pump suction header. It
can be caused by:
Strainer clogged.
Strainer valve closed.
Set point too high.
Bioreactor isolation valve closed

Operations and Maintenance Manual Ultrafilter Wastewater Treatment System -97-

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(609) 387 -0330 • FAX [phone]
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43 Bioreactor High Dissolved Oxygen
This alarm is activated by the Dissolved Oxygen (DO) transmitter in the Bioreactor A tank.
Under normal operation the DO level wanders up and down between the DO high set point and
the DO low set points. This alarm may be caused by:

A system disturbance such as starting the system up, or shutting it down for maintenance.
Air pulse valves in Off (open).
Air pulse valve limits too high or too wide.
Out of calibration DO transmitter. The DO transmitter has an electrolyte filler that must
be replaced periodically.

44 Dynalift SHUTDOWN! High Feed Pressure
This alarm is activated by the pressure transmitter located at the center of the feed header on
the membrane rack. In normal operation the pressure here is reduced to a little less than the
static head required (about 5.06 psi) to overflow water into the top header, because the air
injected at the bottom of the membrane makes the water less dense. This alarm could be caused
by:

Loss of air flow to the membrane rack.
Plugging of the membrane which increases the resistance of water flow through the
membranes.
Failure of feed pressure transmitter.

45 Dynalift Low Feed Pressure
This alarm is activated by the pressure transmitter located at the center of the feed header on
the membrane rack. In normal operation the pressure here is reduced to a little less than the
static head required (about 5.06 psi) to overflow water into the top header, because the air
injected at the bottom of the membrane makes the water less dense. This alarm could be caused
by:

Clogged suction strainer on circulation pump inlet.
Closed Bioreactor Isolation valve.
Circulation pump failure, or worn impellor.
Feed valve failure.
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Drain valve failure in the open position.
Very low level in the Bioreactor.

46 Dynalift High Permeate Pressure
This alarm is activated by the pressure transmitter located at the center of the permeate header
on the membrane rack. This alarm is likely only during the backwash cycle which occurs
frequently. During the backwash cycle the permeate valve on top of the backwash skid closes,
the backwash valve opens, and the backwash pump starts, forcing permeate backwards through
the membrane. The butterfly valve above the backwash pump is throttled to keep the backwash
pressure not more that 14.7 psi to avoid damaging the membrane. This alarm can be caused by:

The backwash pump throttling valve is too far open.
The membrane is very badly fouled (TMP would be very high)
Membrane is badly plugged.

47 Dynalift Low Permeate Pressure
This alarm is activated by the pressure transmitter located at the center of the permeate header
on the membrane rack. The permeate pump on the backwash skid pulls permeate out of the
membrane skid, except during backwash. This alarm could be caused by:

Excessive permeate flow rates.
Badly fouled membranes.

48 Permeate Pump High Pressure
This alarm is activated by the pressure transmitter located in the discharge pipe above the
permeate pumps on the backwash skid. The permeate pump pumps permeate into the backwash
tank through a diaphragm valve at the top of the backwash skid that provides some back pressure
so that the permeate won't just gravity flow through the pump into the backwash tank at a rate
greater than desired. This alarm can be caused by:

Very high permeate rate.
Permeate flow control diaphragm valve closed too far.
Permeate pump HOA switch in Hand and speed set high.
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DYNATEC SYSTEMS, INC.• 909 Jacksonville Road • Burlington • New Jersey • 0 8016 •
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49 Permeate Pump Low Pressure
This alarm is activated by the pressure transmitter located in the discharge pipe above the
permeate pumps on the backwash skid. The permeate pump pumps permeate into the backwash
tank through a diaphragm valve at the top of the backwash skid that provides some back pressure
so that permeate won't just gravity flow through the pump into the backwash tank at a rate
greater than desired. This alarm can be caused by:
Very low permeate rate.
Permeate flow control diaphragm valve opened too far.
Failure of the permeate pump

50 Process Air Bioreactor High Pressure
This alarm is activated by the pressure transmitter located on the Bioreactor process air header
behind the blowers. This transmitter controls the speed of the blower selected for the bioreactors
to maintain a constant pressure. A high pressure alarm could be caused by:

The alarm set point is too low.
The blower set point has been raised.
The PID loop is poorly tuned.
Valves closed on the lines going to the bioreactors.
Blower HOA switch in hand and speed set too high.
Failure of the blower relief valve.

51 Process Air Membrane High Pressure
This alarm works the same as Process Air Bioreactor High Pressure above (alarm 114).

52 Process Air Bioreactor Low Pressure
This alarm is activated by the pressure transmitter located on the process air header behind the
blowers. This transmitter controls the speed of the blower to maintain a constant pressure. A
low pressure alarm could be caused by:

Blower pressure set point too low.
Alarm set point too high.
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Failure of blower relief valve.
Failure of blower to run.
Valves opened to bioreactor and membrane so far that the blower cannot keep up.

53 Process Air Bioreactor Low Pressure
This alarm works the same as Process Air Bioreactor Low Pressure above (alarm 119)

54 Effluent Pump Failure to Run
This alarm is activated by the run contact on the motor starter in the MCC bucket for this
pump. the alarm could be caused by:

MCC bucket switch turned off.
MCC HOA switch in off position.
Over load relay tripped.

A failure of the battery charging circuit to recharge the battery.

55 E-STOP Pressed
This alarm is activated by pressing the E-stop. It is included merely to log in the alarm
history that someone pushed the E-stop. This may help explain an unintended shut down for
which no other cause can be found.
Cottages of Boone Wastewater Treatment Facility
Residuals Management Plan
This document serves as The Cottages of Boone Wastewater Treatment Facility Residual
Management Plan, and will remain on site at the wastewater treatment facility for review by
The State of North Carolina DEQ personnel.
The Cottages of Boone wastewater facility pumps sludge from the activated sludge treatment
process to its onsite 36,166 gallon aerobic digestion storage tank for further treatment to
meet the 503 Regulations. The treatment process currently sends about 1000 gallons of
sludge daily to the digester holding tank and is aerated for proper treatment. The air is
periodically turned off and the sludge is allowed to settle, and the supernate is decanted
from the tank to allow more room in the digester. This process is continued until the tank
reaches the 70% full mark and can no longer be decanted. Once the digester holding tank
reaches the 70% full mark, the operator will schedule to have the tank emptied by contracted
pump companies.
The following companies are approved to haul digested sludge from the Cottages of Boone
digester to the City of Boone wastewater treatment facility for final disposal.
-A1 Appalachian Pumping - [phone]
124 Cheyenne Ln
Boone, NC 28607
-Triple T Pumping - [phone]
1372 NC-194
Boone, NC 28607
-Doby’s Septic – [phone]
712 S. Jefferson Ave
West Jefferson, NC 28694
All records of pumping activities including, date, time, gallons removed, location of final
disposal, and company performing the hauling activities will be kept on site at the
wastewater treatment facility for no less than 5 years.
Water Resources
ENVIRONMENTAL QUALITY
October 25, 2017
SEAN DEVINE
WALLACE LOFT, LLC
2711 CENTERVILLE ROAD, SUITE 400
WmmiNGTON, DELAWARE 19808
Dear Mr. Devine:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. W00035784
The Cottages of Boone W WTP
Wastewater Irrigation System
Watauga County
In accordance with your permit change of ownership request received July 28, 2017, we are
forwarding herewith Permit No. W00035784 dated October 25, 2017, to Wallace Loft, LLC for the
continued operation of the subject wastewater treatment and irrigation facilities.
Please note that the Permittee has been changed from CCC-Boone, LLC to Wallace Loft, LLC.
This permit shall be effective from the date of issuance until April 30, 2022, shall void Permit No.
W00035784 issued April 12, 2017, and shall be subject to the conditions and limitations as specified
therein. Please pay attention to the monitoring requirements listed in Attachments A, B and C for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Alice M. Wessner at (919)
807-6425 or alice.wessnerkncdenr.gov.
Sincerely,
S. Jay Zimmerman, P.G., Director
0Division of Water Resources
cc: Watauga County Health Department (Electronic Copy)
-^"Nothing Compares!,,
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

Mr. Sean Devine
October 25, 2017
Page 2 of 2
Winston-Salem Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Wallace Loft, LLC
Watauga County
FOR THE
continued operation of a 108,530 gallon per day (GPD) wastewater treatment and irrigation facility
consisting of:
a rotary brush screen and a 500 gallon filtrate collection tank served by two 0.5 horsepower (hp) centrifugal
screening transfer pumps; a 54,496 gallon bolted steel equalization basin with a coarse bubble diffuser
system served by a 96 cubic feet per minute (CFM), 40 hp, positive displacement blower and two 4 hp
submersible transfer pumps; dual 12,000 gallon anoxic bioreactor tanks served by two 3 hp centrifugal
recycled activated sludge (RAS) / mix pumps; dual 12,000 gallon aerated bioreactor tanks with a coarse
bubble diffuser system served by a 96 CFM, 40 hp, positive displacement blower; a 12,000 gallon post -
anoxic bioreactor tank; dual ultra -filtration (UF) membrane filter racks served by three 5 hp centrifugal
circulation pumps, two 2 hp centrifugal membrane flush pumps, two 0.5 hp centrifugal membrane permeate
pumps, and two 3 hp centrifugal permeate backwash pumps (all as part of Dynatec Membrane Biological
Reactor treatment system); dual 130 gallon per minute (GPM) Severn Trent ultraviolet (UV) disinfection
systems; a Hach turbidimeter and a 190 GPM effluent flow meter; an automatic -activation propane -fueled
alternate power supply; a 548,000 gallon bolted steel 5-day upset tank; a 36,166 gallon bolted steel aerobic
digestion sludge holding tank with coarse bubble diffuser and 2-inch, 100 GPM sludge flow meter; a 12,059
gallon HDPE irrigation dosing tank served by two 15 hp centrifugal dosing pumps; a 1,562,000 gallon
bolted steel 14-day wet weather storage tank; a precipitation sensor; three 1,763 gallon precast return flush
tanks served by two 48 GPM vertical turbine flush return pumps; approximately 14.39 acres of drip
irrigation area with a mixed hardwood and pine forest cover crop with sufficient disposal capacity in zones
1-6 as detailed in Attachment B; and all associated piping, valves, controls and appurtenances
to serve 894 bedrooms, five administrative/clubhouse employees, a fitness center, and a pool at The
Cottages of Boone, with no discharge of wastes to surface waters, pursuant to the application received July
28, 2017, and in conformity with the project plans, specifications, and other supporting data subsequently
filed and approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from date of issuance until April 30, 2022, shall void Permit No. WQ0035784
issued April 12, 2017, and shall be subject to the following specified conditions and limitations:
W00035784 Version 2.1 Shell Version 151201 Page 1 of

I.
1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0I05(d) requires an updated site map to be submitted with the permit renewal application.
[15A NCAC 02T .0105(d), 02T .0106, 02T .0109, 02T .0115(c)]
H. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate the
effluent, the Permittee shall take immediate corrective actions including Division required actions, such
as the construction of additional or replacement wastewater treatment or irrigation facilities. [G. S. 143-
215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [ 15A NCAC 02B .0200, 02L .0100]
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1), 02T .0505(b)]
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0505(c), 02T .0505(n)]
6. The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when effluent
application is not appropriate in accordance with Conditions IIIA. and HI.S. of this permit. [15A NCAC
02T .0108(b)(1)]
7. The compliance and review boundaries are established at the irrigation area boundaries. Any
exceedance of standards at the compliance or review boundary shall require action in accordance with
15A NCAC 02L .0106. [15A NCAC 02L .0106, 02T .0506(c)]
8. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [15A NCAC 02L .0107(c)]
9. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring wells,
shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g). [15A NCAC 02L .0107]
W00035784 Version 2.1 Shell Version 151201 Page 2 of 9

10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Watauga County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02T .0500 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
100
ii. Any habitable residence or place of public assembly owned by the Permittee:
15
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii. Any property line:
01
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
Setbacks to property lines have been reduced to 0 feet because the facility is complying with
15A NCAC 02T .0506(c).
[15A NCAC 02T .0506(a), 02T .0506(c)]
b. The setbacks for storage and treatment units permitted under 15A NCAC 02T .0500 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
[15A NCAC 02T .0506(b)]
100
100
50
100
50
W00035784 Version 21 Shell Version 151201 Page 3 of 9

M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting
from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan,
which at a minimum shall include operational functions, maintenance schedules, safety measures and
a spill response plan. [15A NCAC 02T .0507]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02T .0117]
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system. [15A
NCAC 02T .0108(b)(1)]
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed
in Attachment B. [15A NCAC 02T .0108(b)(1)]
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)]
6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15A NCAC 02T .0108(b)(1)]
7. Only effluent from The Cottages of Boone W WTP shall be irrigated on the sites listed in Attachment
B. [G.S.143-215.1]
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)]
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. [15A NCAC
02T .0505(q)]
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508. [ 15A NCAC 02T .0508, 02T .1100]
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .05050)]
12. Freeboard in the 1,562,000 gallon wet weather storage tank and the 548,000 gallon 5-day upset tank
shall not be less than two feet at anytime. [15A NCAC 02T .0505(d)]
13. Gauges to monitor waste levels in both the 1,562,000 gallon wet weather storage tank and the 548,000
gallon 5-day upset tank shall be provided. These gauges shall have readily visible permanent markings,
at inch or tenth of a foot increments, indicating the following elevations: maximum liquid level at the
top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid
storage volume; and the lowest point on top of the dam. [15A NCAC 02T .0108(b)(1)]
W00035784 Version 2.1 Shell Version 151201 Page 4 of 9

14. All effluent shall be routed to the five day upset tank should the limit for fecal coliform (e.g., daily
maximum concentration of 25 colonies per 100 mL) or turbidity (e.g., instantaneous maximum of 10
NTU) be exceeded, until the problems associated with the wastewater treatment plant have been
corrected. The wastewater in the five day upset tank shall be pumped back to the treatment plant
headworks for re -treatment or treated in the five day upset tank prior to infiltration. [15A NCAC 02T
.0108(b)(1)]
15. The turbidimeter shall be tested and calibrated at a minimum of once per year. Calibration records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15A NCAC 02T .0108(b)(1)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses)
necessary to ensure groundwater and surface water protection shall be established, and an acceptable
sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the accuracy
and reliability of flow measurement consistent with accepted engineering and scientific practices.
Selected flow measurement devices shall be capable of measuring flows with a maximum deviation of
less than ten percent from true flow; accurately calibrated at a minimum of once per year; and
maintained to ensure the accuracy of measurements is consistent with the selected device's accepted
capability. The Permittee shall maintain records of flow measurement device calibration on file for a
period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
[ 15A NCAC 02T .0105(k)]
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a minimum,
these records shall include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
WQ0035784 Version 2.1 Shell Version 151201 Page 5 of 9

6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 1,562,000 gallon wet weather
storage tank and the 548,000 gallon 5-day upset tank shall be measured to the nearest inch or tenth of
a foot, and recorded weekly. Weekly freeboard records shall be maintained at the facility for a period
of no less than five years, and shall be made available to the Division upon request. [15A NCAC 02T
.0108(c)]
Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-i for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
8. A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15ANCAC 02T .0108(b)(1)]
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Date of calibration of turbidimeter;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[I5A NCAC 02T .0108(b)(1)]
10. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment
C. All mapping, well construction forms, well abandonment forms and monitoring data shall refer to
the permit number and the well nomenclature as provided in Attachment C and Figure 2 [15A NCAC
02T .0105(m)]
W00035784 Version 2.1 Shell Version 151201 Page 6 of 9

11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[ 15A NCAC 02T .0105(m)]
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a period
of no less than five years, and shall be made available to the Division upon request. At a minimum, the
Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[15A NCAC 02T .0108(c)]
13. Noncompliance Notification:
The Permittee shall report by telephone to the Winston-Salem Regional Office, telephone number (336)
776-9800, as soon as possible, but in no case more than 24 hours, or on the next working day following
the occurrence or fast knowledge of the occurrence of any of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
betaken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)]
WO0035784 Version 2.1 Shell Version 151201 Page 7 of 9

V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to prevent
malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the
release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall
maintain an inspection log that includes, at a minimum, the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this
inspection log for a period of five years from the date of the inspection, and this log shall be made
available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions ofthis permit,
and may collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [ 15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n).
[G.S. 143-21.5.1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under General Permit NCGO10000; any requirements pertaining to wetlands under 15A NCAC 02B
.0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the
General Statutes. [15ANCAC 02T .0105(c)(6)]
In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050)]
WQ0035784 Version 2.1 Shell Version 151201 Page 8 of 9

8. This permit is subject to revocation or unilateral modification upon 60 days' notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [ 15A NCAC 02T .0110)
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 25' day of October 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Jay Zimmerman, P.G., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number W00035784
W00035784 Version 2.1 Shell Version 151201 Page 9 of 9

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