WQ0002708_Modification_1_20210322

Initial Review
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Permit Number (IR)* WQ0002708
Applicant/Permittee City of Raleigh
Applicant/Permittee Address PO Box 590 Raleigh NC 27602-0590
Is the owner in BIMS? r Yes r No Is the facility in BIMS? r Yes r No
Owner Type Municipal
Facility Name Wrenn Road WWTF
County Wake
Fee Category Major Fee Amount $0
Is this a complete
application?*
r Yes r No Complete App Date 03/22/2021
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review bythe hydrogeologist?* r Yes r No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Kendall
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by N B Staff regarding electronic receipt, another correspondence. ittal, confirmation of iptd othd
.......................................................... ronc su_ -
Name * Christopher Phelps
Email Address*
[e-mail]
Project Information
........ ......... ....................................................................................................................................
Application/Document Type* r New (Fee Req ui red)
r Modification - Major (Fee Required)
r Renewal with Major Modification (Fee
Required)
r Annual Report
r Additional Information
r Other
Phone Number*
919-996-3172
O Modification - Minor
C Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
r Residual Annual Report
r Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* r Wastewater Irrigation r High -Rate Infiltration
r Other Wastewater r Reclaimed Water
r Closed -Loop Recycle r Residuals
r Single -Family Residence Wastewater r Other
Irrigation
Permit Number:* W00002708
Has Current Existing permt number
Applicant/Permittee * City of Raleigh
Applicant/Permittee Address* PO Box590 Raleigh NC 27602-0590
Facility Name * Wrenn Road WWTF
Please provide comments/notes on your current submittal below.
The Wastewater Irrigation System Permit for the City of Raleigh Wrenn Road Spray Irrigation
Facility, Permit No. WQ0002708 requires modification due to the construction of NC Highway
540. NC Highway 540 construction will result in lost acreage in irrigation zones 2A and 3B,
requiring a decreased spray irrigation flow rate.
In accordance with NCDENR DWR non -discharge permit requirements, the City of Raleigh is
submitting the enclosed Non -Discharge Permit Minor Modification request package.
Also included in the permit modification package is information on the presence of the
Emerald Ash Borer (EAB) at the Wrenn Road Facility. The City of Raleigh has started to
notice a significant decline in the health of ash trees located at the Wrenn Road Facility.
There are 43.20 acres at the Wrenn Road Facility comprised predominately of ash trees and
17.76 acres that are a mix of ash and pine trees. The City is seeking some guidance and
feedback on the replacement crop and spray irrigation application rates.
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 Rans, Specifications, Calculations, Bc.)
WQ0002708 Wrenn Road Facility Permit Modification
49.16M6
Package 3.22.2021.pdf
Woad only 1 PCF document (less than 250 M3). Miltiple documents must be combined into one RJFfile unless file is larger than
upload limit.

* V 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 3/22/2021

March 19, 2021
Mr. Nathaniel Thornburg
Non -Discharge Permitting Unit
Water Quality Permitting Section
Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Dear Mr. Thornburg,
The Wastewater Irrigation System Permit for the City of Raleigh Wrenn Road Spray Irrigation Facility,
Permit No. WQ0002708 requires modification due to the construction of NC Highway 540. NC Highway
540 construction will result in lost acreage in irrigation zones 2A and 313, requiring a decreased spray
irrigation flow rate. It is also important to note that MW-3, a monitoring well, is located on land condemned
by the State and is therefore no longer owned by the City. In accordance with NCDENR DWR non -
discharge permit requirements, the City of Raleigh is submitting the enclosed Non -Discharge Permit
Minor Modification request package.
The enclosed permit modification request submittal package includes the following:
• A signed copy of the completed and executed the Wastewater Irrigation System Application
(Form WWIS 06-16). (Attachment A).
• Property ownership documentation, including the following:
o The Deed for the Wrenn Road Facility (Attachment B).
o Documentation of land condemnation by the State in 2020 (Attachment C).
The setback waiver provided to the City of Raleigh in 2015 (Attachment D), which
includes a statement regarding the reduction of setbacks to residences that are part of
the Buffaloe Preserve LLC subdivision. The setbacks were reduced to 200 feet per
setback waiver allowance in 15A NCAC 02T .0506(d). The City would like to continue
with this setback.
• Engineering plans providing an overview of modifications occurring to the Wrenn Road Spray
Irrigation Facility as a result of NC 540 Construction Project. Plans for items not modified as part
of this project are not included (e.g. pumps, flow meters, etc.). (Attachment E).
Engineering specifications showing how sprinkler lines were capped. Specifications for items not
modified as part of this project are not included (e.g. pumps, flow meters, etc.). (Attachment F).
Calculations demonstrating the new irrigation area and new permitted flow of zones impacted by
NC 540 construction (Attachment G). The new irrigation areas for zones 2A and 3B were
calculated using the design loading rates (inches/year) for each field, which were provided by the
soil scientist as part of the original permit request, and the new available acreage for irrigation,
which was determined using sprinkler cap locations. The City is requesting the application rates
developed by the soil scientist be utilized to determine the irrigation application rate in lieu of the
application rates currently stated in the permit. The application rates developed by the soil
scientist are provided in the calculations in addition to Table VI1.8 of Form WWIS 06-16.

• An updated site map showing the site's compliance boundary, setbacks, and irrigation zones. The
site map also shows irrigation sprinklers and distribution lines being removed (Attachment H).
o Only sheets 1, 2, and 11 have changed as part of this permit modification.
• An Operation and Maintenance Plan for the Wrenn Road Facility (Attachment 1). Only portions
requested in the permit application form have been provided.
• The most recently issued permit, dated May 4, 2020. (Attachment J).
• A letter from the NC State University College of Natural Resources describing impacts of the
emerald ash borer (EAB) on green ash stands located at the Wrenn Road Facility (Attachment K).
The intent of this attachment is to keep NC DEQ informed regarding the impacts of the EAB to
the facility's trees in case the replacement of impacted trees with fescue is required in the future.
Several aspects of the Wrenn Road Facility remain unchanged or are not applicable for this facility.
Based on discussions with NCDENR DWR, there are several items requested in the permit application
are not required. These discussions were documented in meeting notes, which are provided in Appendix
L. These sections are not included in the application:
• Soil Evaluation — Soils have not changed and there are no new irrigation sites.
• Agronomist Evaluation — There are no new irrigation sites or new crops for existing irrigation
sites.
• Hydrogeologic Report — The facility does not treat industrial waste.
• Water Balance — Acreage is decreasing, and the permitted loading rates are not increasing.
• Power Reliability Plan — There are no changes to the existing Power Reliability Plan.
• Residuals Management Plan — There are no changes to the Residuals Management Plan.
• Additional Documentation (Certificate of Public Convenience and Necessity, Final Environment
Document, Floodway Regulation Compliance, Operational Agreements, Threatened or
Endangered Aquatic Species Documentation, Wastewater Chemical Analysis) — There are no
changes to these documents as part of this minor modification.
• Section V. Wastewater Treatment Facility Design Criteria, items 1 through 10, 11.e, and 11.h —
Not changed as part of this minor modification.
• Section V. Wastewater Treatment Facility Design Criteria, items 11.a through 11 A, 11.f through
11.g, and 11.i — Not present at this facility.
• Section VI. Earthen Impoundment Design Criteria — Not changed as part of this minor
modification.
• Section VII. Irrigation System Design Criteria, items 1 through 7 — Not changed as part of this
minor modification.
Should you have any questions regarding the permit renewal request, please feel free to contact me at
[phone].

Sincerely,
DocuSigned by:
CBy P444
697085214CA94AE...
Christopher Phelps
Raleigh Water
Water Division Manager
Enclosures
cc: Jessee Walker, Raleigh Water
Whit Wheeler, PE, Raleigh Water
Dennis Lassiter, PE, Raleigh Water
Chris Brown, PE, HDR
Samantha Black, PhD, PE, HDR

Wastewater Irrigation System
Application (Form WWIS 06-
16)

State of North Carolina
Department of Environmental Quality
DWR
_ Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .01009 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
❑ If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504(f), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

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

G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the Hydrogeologgic 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 80' percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KsnT 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.
1. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
❑ A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
❑ Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
❑ A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
❑ Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
❑ Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
❑ For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional En ig neer, and shall include at a minimum:
❑ Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, and shall include at a minimum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.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 Survey, 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.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description o£
® 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 with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
❑ Per 15A NCAC 02T .0504(i) and .0508, submit a Residuals Management Plan that shall include at a minimum:
❑ A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A NCAC 02T .0504(i), a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) and .0504(g), provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01 C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

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

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM: WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: City of Raleigh
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ® Municipal ❑ County
3. Signature authority's name: Chris Phelps per 15A NCAC 02T .0106(b) Title: Water Division Manager
4. Applicant's mailing address: PO Box 590
City: Raleigh State: NC Zip: 27602-0590
5. Applicant's contact information:
Phone number: [phone] Email Address: Chris.Phelps&Raleighnc. og_v
II. FACILITY INFORMATION:
1. Facility name: Wrenn Road Spray Irrigation Facility
2. Facility status: Existing
3. Facility type: Major (> 10,000 GPD or > 300 disposal acres)
4. Facility's physical address: 8828 Wrenn Rd
City: Garner State: NC Zip: 27529- County: Wake
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.6390' Longitude:-78.5739'
Datum: NAD83 Level of accuracy: Nearest 10 minutes Method of measurement: Digital or raw photo extraction
6. USGS Map Name: Garner
III. CONSULTANT INFORMATION:
1. Professional Engineer: Chris Brown
License Number: 015370 Firm: HDR Engineering, Inc. of the Carolinas
Mailing address: 555 Fayetteville Street, Suite 900
City: Raleigh State: NC
Zip: 27601-3034
Phone number: [phone]
Email Address: Chris.Brown(&hdrinc.com
2. Soil Scientist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) -
Email Address:
3. Geologist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: () -
Email Address:
4. Agronomist: N/A
Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) _-
Email Address:
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ0002708 and most recent issuance date: May 4, 2020
2. Application fee: $0 - Standard - Minor Modification
3. Does this project utilize public monies or lands? ® Yes or ❑ No
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ® No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q > 200,000 GPD)
N/A
Dam Safety
3/9/12
Erosion & Sedimentation Control Plan
3/9/12
Nationwide 12 / Section 404
N/A
Pretreatment
N/A
Sewer System
N/A
Stormwater Management Plan
N/A
Wetlands 401
N/A
Other:
5. What is the wastewater type? ❑ Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ® No
Has a wastewater chemical analysis been submitted? ® Yes or ❑ No
6. Wastewater flow: 662,216 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
Water Treatment Plant
662,216 gal/day
l
662,216 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
662,216 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 212 feet mean sea level. Source: Firm Panel 1628 Map No.
3720162899K
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
PMW-1
Active
35.6484810
-78.5752780
Cross Gradient
Outside Compliance Bou
PMW-2
Active
35.6498170
-78.5808330
Cross Gradient
Outside Compliance Bo
PMW-3
Active
35.6410310
-78.5894440
Cross Gradient
Outside Compliance Bo
PMW-4
Active
35.6392390
-78.5775000
Cross Gradient
Outside Compliance Bo
MW-1
Inactive
35.6320780
-78.5894440
Down Gradient
Outside Compliance Bou
MW-2
Inactive
35.6330140
-78.5911110
Down Gradient
Outside Compliance Bo
MW-B-9
Active
35.64240
-78.58830
Cross Gradient
On Compliance Boundar
MW-B-3
Active
35.64980
-78.57920
Up Gradient
On Compliance Boundar
MW-B-8
Active
35.63140
-78.5858830
Down Gradient
Inside Review Boundary
Select
0-
. 0Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 30 seconds Method of measurement:
Digital or raw photo extraction
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. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
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(1):
❑ Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ❑ N/A
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided?
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities?
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ❑ N/A — To be permitted
separately, or ❑ N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ❑ N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings (in)(gallons)
Volume
Plan Sheet
Reference
Specification
Reference
Select
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
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps
per bank: and maximum disinfection capacity: GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
f. BLOWERS
Location
No. of
No.
Units Served
Manufacturer /
Type
Capacity
CFM
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(h)
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
EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or T x H)
ft
ft
ft
Total volume
ft, gallons
Dosing volume
ft, gallons
Audible & visual alarms
Equipment to prevent irrigation during rain
events
FORM: WWIS 06-16 Page 7 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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 than
1 x 10-7 cm/s? ❑ Yes, or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
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 Elements11
Earthen Impoundment Dimensions
Liner type:
❑ Clay
❑ Synthetic
Top of embankment elevation:
ft
❑ Other
I ❑ 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.
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?
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/ r
Annual /Seasonal
Loading
If Seasonal, list
appropriate
months
Select
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system?.
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• r)
Phosphorus Uptake
Rate (lbs/ac• r)
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: ftz
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: ft2
f. Minimum irrigation area from the water balance: ft2
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):
Designed
Designed
Area
Dominant
Loading
Loading
Waterbody
Field
(acres)
Soil Series
Rate
Rate
Latitude a
Longitude a
Stream Index
Classification
in/hr
in/ r
No, b
IA
19.60
Fuquay/Dothan
0.11
27.31
35.635830
-78.58750
27-43-(8)
C; NSW
1B
16.18
Fuquay/Dothan
0.13
28.23
35.636390
-78.590280
27-43-(8)
C; NSW
2A
13.33
Appling/Wedowee/
0.15
37.65
35.632220
-78.585560
27-43-(8)
C; NSW
Cecil
2B
20.15
Appling/Wedowee/
0.13
30.90
35.633330
-78.587780
27-43-(8)
C; NSW
Cecil
3A
23.38
Appling/Wedowee/
0.16
43.37
35.619440
-78.580280
27-43-(8)
C; NSW
Cecil
Appling/Wedowee/
3B
9.74
Cecil
0.17
44.22
35.63250
-78.5825°
27-43-(8)
C; NSW
4A
21.87
Helena/Vance
0.16
42.27
35.64250
-78.577780
27-43-(8)
C; NSW
4B
15.40
Helena/Vance
0.18
42.16
35.641940
-78.579440
27-43-(8)
C; NSW
5A
20.05
Fuquay/Dothan
0.15
29.34
35.648610
-78.578060
27-43-(8)
C; NSW
Appling/Wedowee/
5B
20.47
Cecil
0.18
40.43
35.646110
-78.577780
27-43-(8)
C; NSW
6A
19.18
Helena/Vance
0.18
42.58
35.646390
-78.580
27-43-(8)
C; NSW
6B
18.25
Helena/Vance
0.18
41.89
35.648330
-78.579720
27-43-(8)
Q NSW
7A
18.69
Appling/Wedowee/
0.16
42.89
35.641110
-78.587220
27-43-(8)
Q NSW
Cecil
Cecil
Appling/Wedowee/
7B
18.51
Cecil
0.18
44.19
35.644170
-78.582780
27-43-(8)
Q NSW
0
0
0
0
0
0
0
0
0
0
0
0
Total
254.80
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: hlt2:Hdeg.nc.aov/about/divisions/water-resources/planning/classification-standards/classifications
FORM: WWIS 06-16 Page 10 of 12

Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
90; 94; 120; 127; 133 ft
Emitter wetted area:
ft2
Nozzle wetted area:
6,361; 6,939; 11,309; 12,667;
13,893 ft2
Distance between laterals:
ft
ca aci
capacity:
Nozzle ty
4.93; 7.13; 9.6M 12.8; 15.9
Distance between emitters:
ft
Nozzle manufacturer/model:
Senniger / 4023; 7025
Emitter capacity:
GPH
Elevation of highest nozzle:
252 ft
Emitter manufacturer/model:
/
Specification Section:
N/A (existing)
Elevation of highest emitter:
ft
Specification Section:
VIII. SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 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
200
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
150
Any private or public water supply source
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
100
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
25
Any well with exception of monitoring wells
150
N/A
Any property line
50
N/A
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
N/A
Any swimming pool
N/A
Public right of way
50
Nitrification field
N/A
Any building foundation or basement
150
Impounded public water supplies
N/A
Public shallow groundwater supply (less than 50 feet deep)
N/A
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ❑ No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
FORM: WWIS 06-16 Page 11 of 12

Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
(monthly average)
(daily maximum
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
mg/L
mg/L
mg/L
BODs
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16 Page 12 of 12

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

Professional Engineer's Certification:
I, C 11 tz% S To (Vctel- A-L o 0 Ati O 'Zt2 o w rl attest that this application for
(Professional Engineer's name from Application Item III.1.)
Wr'tNrt 'Ro AO S('RAy 1 fR121 b&-r1aA FN C t t,t- l(
(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 be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
„'�
a9 C J iw`a `L�3'
a `
A ♦)
el �.
v3.It. 7-1
Applicant's Certification per 15A NCAC 02T .0106(b):
1,
(Signature Authority's name & title from Application Item I.3.)
(Facility name from Application Item II.1.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: WWIS 06-16 Page 14 of 12

Wrenn Road Facility Deed

BKO12224PGO0149
Prepared by:
Mail To:
NORTH CAROLINA
WAKE COUNTY
WAKE COUNTY,
LAURA 11 RIDDICSSS
K
REGISTER OF
pRE'SEDEEDS
N TED &
19rZgr2996 RECORDED ON
A
16:3$:43
DOOK:912224 AAGE:99149 - 9
91$e
William E. Anderson, Attorney at Law
Town Clerk, Town of Garner, P. 0. Box 446,
Garner, NC 27529
DEED OF CORRECTION
THIS DEED OF CORRECTION, made this 8th day of November,
2005, by and between Town of Garner, "Grantor," to the City of
Raleigh, "Grantee," whose address is Post Office Box 590,
Raleigh, North Carolina, 27602 correcting that Deed dated !larch
1, 2001, conveying certain parcels and easements, and
appurtenances therein, used or held by Grantor to provide
municipal water and sewer service, it being the purpose of this
Deed of Correction to clarify the aforesaid deed, as set forth
hereafter:
W I T N E S S E T H
NOW THEREFORE, for One Dollar ($1.00), and other good and
valuable consideration, the receipt of which is hereby
acknowledged, the Grantor does hereby grant, bargain, sell and
convey unto the Grantee in fee simple all those certain parcels
owned by Grantor and used to provide water or sewer utility
service as of March 1, 2001, or then held for future use in
providing said services, situated in St. Mary's Township, Wake
County, North Carolina, including all appurtenances therein, such
as storage lagoons, treatment and pre-treatment facilities,
tanks, water mains and distribution lines, sewer mains, outfalls
and collection lines, pipes, drains, valves, fittings, buildings,
pump stations, lift stations, pumps, booster stations, and the
like, as more particularly described hereinafter and subject to
exceptions as set forth hereinafter and the Grantor does hereby
also grant, bargain, sell and convey unto the Grantee a permanent

BKO12224PGO0150
easement in all water and sewer utility easements owned by
Grantor situated in the St. Mary's Township, Wake County, North
Carolina, including the exclusive right to control, maintain,
repair, rebuild, abandon, or otherwise deal with the water and
sewer appurtenances therein, as more particularly described as
set forth hereinafter (all Map Book references and Deed Book
references herein are to the Wake County Registry):
201 Wastewater Facility parcel, and appurtenances therein,
as follows:
TRACT I
BEING that tract conveyed to Grantor by Tignal J. Mitchiner
and wife, Irene M. Mitchiner to Grantor by deed recorded in Book
3622, Page 401, and more fully described as follows:
BEGINNING at an existing iron pipe in the northwestern
line of the Creighton Wrenn land, said iron pipe
marking a common corner with the land of Louis T.
Mitchiner and James T. Mitchiner, and running thence
with the line of the Creighton Wrenn land South 42
degrees 00 minutes 21 seconds West 1378.27 feet to an
existing iron pipe and to the center of Swift Creek;
thence with the center line of Swift Creek, with the
property line of T.H. Turner Farms, Inc., as marked by
traverse line of the surveyor, the following courses
and distances: North 71 degrees 36 minutes 23 seconds
West 93.50 feet; North 20 degrees 48 minutes 17 seconds
West 219.81 feet; North 36 degrees 30 minutes 45
seconds West 156.29 feet; North 17 degrees 43 minutes
35 seconds West 128.78 feet; North 79 degrees 38
minutes 21 seconds West 257 feet; North 18 degrees 04
minutes 07 seconds West 139.86 feet; North 09 degrees
25 minutes 07 seconds West 203.70 feet; North 63
degrees 05 minutes 47 seconds West 178.08 feet; North
13 degrees 30 minutes 17 seconds West 207.55 feet to a
new iron pipe, locating the intersection of Swift Creek
and Beasley's Branch; thence with the center of
Beasley's Branch and with the property line of Mary Jo
B. Kimbro, et al, as marked by a surveyor's traverse
line, the following courses and distances: South 78
degrees 42 minutes 21 seconds East 73.97 feet; North 16
degrees 37 minutes 42 seconds East 113.54 feet; North
04 degrees 24 minutes 32 seconds West 131.53 feet;
North 69 degrees 45 minutes 13 seconds East 386.57
feet; North 31 degrees 48 minutes East 138.13 feet;
North 71 degrees 41 minutes 52 seconds East 157.80
feet; North 00 degrees 49 minutes 20 seconds East 64.76
feet; North 66 degrees 56 minutes 01 seconds East
E

BKO12224PGO0151
110.92 feet; South 69 degrees 40 minutes 19 seconds
East 134.69 feet; North 63 degrees 30 minutes 45
seconds East 108.07 feet to an existing iron pipe
marking a common corner with the Louis T. & James T.
Mitchiner land; thence with the line of the said
Mitchiner land South 44 degrees 47 minutes 29 seconds
East 1067.25 feet to the point and place of BEGINNING,
containing 39.40 acres, according to a map and survey
dated 5/27/85 by Municipal Engineering Services Co.,
P.A., and entitled "Property of Tignal J. Mitchiner."
Subject to the easement and right of way of Carolina
Power & Light Company recorded in Book 2908, Page 459,
Wake County Registry.
Subject also to federal lien provided in 40 CFR 30.535,
TRACT 2
BEING that tract conveyed to Grantor by Louis T. Mitchiner
and wife, Jonnie P. Mitchiner, and James T. Mitchiner and wife,
Elizabeth W. Mitchiner, by deed recorded in Book 3623, Page 320,
conveying a one-half undivided interest in said tract, and more
fully described as follows:
BEGINNING at a new iron pipe in the western right of
way line of S.R. 2704, said new iron pipe being in the
southern line of John E. and Brenda B. Buffaloe, and
being located from a railroad spike situated at the
intersection of the center line of S.R. 2704 and the
center line of S.R. 2703 South 13 degrees 29 minutes 04
seconds West 291.87 feet to an existing iron pipe and
North 79 degrees 54 minutes 36 seconds West 5.76 feet
to said beginning point, and running thence with the
western right of way line of S.R. 2704, for a first
call, South 08 degrees 43 minutes 24 seconds West
1082.03 feet to a new iron pipe in the Creighton Wrenn
land line; thence with said Wrenn line South 41 degrees
16 minutes 47 seconds West 3133.54 feet to an existing
iron pipe; thence continuing with said Wrenn line South
41 degrees 26 minutes 42 seconds West 449.91 feet to an
existing iron pipe; thence continuing with the Wrenn
line South 41 degrees 31 minutes 18 seconds West
1620.04 feet to an existing iron pipe, a common corner
with the Tignal Mitchiner land; thence with the Tignal
Mitchiner land line North 44 degrees 47 minutes 29
seconds West 1067.25 feet to an existing iron pipe and
to the center of Beasley's Branch; thence with the
center of said branch, with the property line of Mary
Jo B. Kimbro, et al, as marked by a surveyor's traverse
91

BKO12224PGO0152
line the following courses and distances: North 54
degrees 55 minutes 54 seconds East 62.47 feet; North 07
degrees 30 minutes 57 seconds East 123.89 feet; North
30 degrees 19 minutes 07 seconds East 124.67 feet;
South 73 degrees 44 minutes 30 seconds East 99.45 feet;
North 10 degrees 19 minutes 15 seconds East 221.02
feet; South 53 degrees 40 minutes 23 seconds East 56.62
feet; North 38 degrees 24 minutes 50 seconds East
169.63 feet; North 21 degrees 29 minutes 31 seconds
West 90.36 feet; North 27 degrees 33 minutes 19 seconds
East 227.05 feet; North 59 degrees 10 minutes 09
seconds East 166.56 feet; South 66 degrees 57 minutes
32 seconds East 75.41 feet; North 30 degrees 32 minutes
42 seconds East 92.06 feet; North 31 degrees 47 minutes
14 seconds East 242.05 feet; North 12 degrees 35
minutes 15 seconds West 155.76 feet; North 42 degrees
59 minutes 38 seconds East 152.02 feet; North 00
degrees 32 minutes 47 seconds West 94.49 feet; North 60
degrees 47 minutes 10 seconds East 75.73 feet; North 34
degrees 59 minutes 14 seconds East 116.69 feet; North
53 degrees 38 minutes 08 seconds East 107.00 feet;
South 86 degrees 44 minutes 21 seconds East 57.93 feet;
North 27 degrees 33 minutes 03 seconds West 86.34 feet;
North 41 degrees 44 minutes 39 seconds East 85.93 feet;
North 87 degrees 20 minutes 19 seconds East 116.96
feet; North 18 degrees 24 minutes 12 seconds East 95.20
feet; North 76 degrees 41 minutes 39 seconds East
120.92 feet; North 47 degrees 42 minutes 26 seconds
East 168.49 feet; North 44 degrees 41 minutes 43
seconds West 77.21 feet; North 46 degrees 03 minutes 28
seconds East 101.90 feet; South 65 degrees 25 minutes
16 seconds East 123.67 feet; North 58 degrees 19
minutes 55 seconds east 119.17 feet; North 07 degrees
39 minutes 37 seconds East 118.10 feet; North 27
degrees 23 minutes 43 seconds West 152.00 feet; North
61 degrees 15 minutes 29 seconds East 167.34 feet;
South 86 degrees 04 minutes 47 seconds East 89.17 feet;
North 10 degrees 55 minutes 24 seconds 103.17 feet;
North 85 degrees 15 minutes 23 seconds West 79.05 feet;
North 10 degrees 21 minutes 44 seconds West 99.38 feet;
North 80 degrees 33 minutes 13 seconds East 83.94 feet;
North 54 degrees 05 minutes 43 seconds East 102.78
feet; South 83 degrees 26 minutes 28 seconds East
121.33 feet; North 52 degrees 41 minutes 03 seconds
East 276.64 feet; North 64 degrees 05 minutes 42
seconds East 97.66 feet; North 29 degrees 11 minutes 49
seconds East 239.52 feet; North 37 degrees 56 minutes
19 seconds East 147.87 feet; North 28 degrees 55
minutes 37 seconds East 239.18 feet; North 60 degrees
36 minutes 15 seconds East 267.32 feet; North 60
4

BKO12224PGO0153
degrees 31 minutes 45 seconds East 166.54 feet; North
50 degrees 06 minutes 03 seconds East 186.70 feet;
North 63 degrees 44 minutes 48 seconds East 162.81
feet; North 42 degrees 48 minutes 28 seconds East
114.22 feet; North 61 degrees 55 minutes 18 seconds
East 111.22 feet; North 62 degrees 20 minutes 40
seconds East 91.85 feet; North 07 degrees 23 minutes 13
seconds East 73.92 feet, and North 57 degrees 35
minutes 37 seconds East 115.04 feet to an existing iron
pipe marking a common corner with the land of John E.
and Brenda B. Buffaloe; thence with the line of said
Buffaloe land South 79 degrees 55 minutes 14 seconds
East 488.36 feet to the point and place of BEGINNING,
containing 161.67 acres, according to the map of
Municipal Engineering Services Co., P.A., Consulting
Engineers dated 5/27/85 and entitled "Property of James
T. Mitchiner."
Subject to the easement of Carolina Power & Light
Company as shown in Book 2908, Page 451, Wake County
Registry and easements of record.
Subject also to federal lien as provided in 40 CFR
30.535.
TRACT 3
BEING that tract conveyed to Grantor by Louis T. Mitchiner
and wife, Jonnie P. Mitchiner, and James T. Mitchiner and wife,
Elizabeth W. Mitchiner, by deed recorded in Book 3637, Page 568,
conveying a one-half undivided interest in said tract, and more
fully described as follows:
BEGINNING at a new iron pipe in the western right of
way line of S.R. 2704, said new iron pipe being in the
southern line of John E. and Brenda B. Buffaloe, and
being located from a railroad spike situated at the
intersection of the center line of S.R. 2704 and the
center line of S.R. 2703 South 13 degrees 29 minutes 04
seconds West 291.87 feet to an existing iron pipe and
North 79 degrees 54 minutes 36 seconds West 5.76 feet
to said beginning point, and running thence with the
western right of way lane of S.R. 2704, for a first
call, South 08 degrees 43 minutes 24 seconds West
1082.03 feet to a new iron pipe in the Creighton Wrenn
land line; thence with said Wrenn line South 41 degrees
16 minutes 47 seconds West 3133.54 feet to an existing
iron pipe; thence continuing with said Wrenn line South
41 degrees 26 minutes 42 seconds West 449.91 feet to an
existing iron pipe; thence continuing with the Wrenn
5

BKO12224PGO0154
0
line South 41 degrees 31 minutes 18 seconds West
1620.04 feet to an existing iron pipe, a common corner
with the Tignal Mitchiner land; thence with the Tignal
Mitchiner land line North 44 degrees 47 minutes 29
seconds West 1067.25 to an existing iron pipe and to
the center of Beasley's Branch; thence with the center
of said branch, with the property line of Mary Jo B.
Kimbro, et al, as marked by a surveyor's traverse line
the following courses and distances: North 54 degrees
55 minutes 54 seconds East 62.47 feet; North 07 degrees
30 minutes 57 seconds East 123.89 feet; North 30
degrees 19 minutes 07 seconds East 124.67 feet; South
73 degrees 44 minutes 30 seconds East 99.45 feet; North
10 degrees 19 minutes 15 seconds East 221.02 feet;
South 53 degrees 40 minutes 23 seconds East 56.62 feet;
North 38 degrees 24 minutes 50 seconds East 169.63
feet; North 21 degrees 29 minutes 31 seconds West 90.36
feet; North 27 degrees 33 minutes 19 seconds East
227.05 feet; North 59 degrees 10 minutes 09 seconds
East 166.56 feet; South 66 degrees 57 minutes 32
seconds East 75.41 feet; North 30 degrees 32 minutes 42
seconds East 92.06 feet; North 31 degrees 47 minutes 14
seconds East 242.05 feet; North 12 degrees 35 minutes
15 seconds West 155.76 feet; North 42 degrees 59
minutes 38 seconds East 152.02 feet; North 00 degrees
32 minutes 47 seconds West 94.49 feet; North 60 degrees
47 minutes 10 seconds East 75.73 feet; North 34 degrees
59 minutes 14 seconds East 116.69 feet; North 53
degrees 38 minutes 08 seconds East 107.00 feet; South
86 degrees 44 minutes 21 seconds East 57.93 feet; North
27 degrees 33 minutes 03 seconds West 86.34 feet; North
41 degrees 44 minutes 39 seconds East 85.93 feet; North
87 degrees 20 minutes 19 seconds East 116.96 feet;
North 18 degrees 24 minutes 12 seconds East 95.20 feet;
North 76 degrees 41 minutes 39 seconds East 120.92
feet; North 47 degrees 42 minutes 26 seconds East
168.49 feet; North 44 degrees 41 minutes 43 seconds
West 77.21 feet; North 46 degrees 03 minutes 28 seconds
East 101.90 feet; South 65 degrees 25 minutes 16
seconds East 123.67 feet; North 58 degrees 19 minutes
55 seconds east 119.17 feet; North 07 degrees 39
minutes 37 seconds East 118.10 feet; North 27 degrees
23 minutes 43 seconds West 152.00 feet; North 61
degrees 15 minutes 29 seconds East 167.34 feet; South
86 degrees 04 minutes 47 seconds East 89.17 feet; North
10 degrees 55 minutes 24 seconds 103.17 feet; North 85
degrees 15 minutes 23 seconds West 79.05 feet; North 10
degrees 21 minutes 44 seconds West 99.38 feet; North 80
degrees 33 minutes 13 seconds East 83.94 feet; North 54
degrees 05 minutes 43 seconds East 102.78 feet; South
R�

BKO12224PGO0155
V1
83 degrees 26 minutes 28 seconds East 121.33 feet;
North 52 degrees 41 minutes 03 seconds East 276.64
feet; North 64 degrees 05 minutes 42 seconds East 97.6E
feet; North 29 degrees 11 minutes 49 seconds East
239.52 feet; North 37 degrees 56 minutes 19 seconds
East 147.87 feet; North 28 degrees 55 minutes 37
seconds East 239.18 feet; North 60 degrees 36 minutes
15 seconds East 267.32 feet; North 60 degrees 31
minutes 45 seconds East 166.54 feet; North 50 degrees
06 minutes 03 seconds East 186.70 feet; North 63
degrees 44 minutes 48 seconds East 162.81 feet; North
42 degrees 48 minutes 28 seconds East 114.22 feet;
North 61 degrees 55 minutes 18 seconds East 111.22
feet; North 62 degrees 20 minutes 40 seconds East 91.85
feet; North 07 degrees 23 minutes 13 seconds East 73.92
feet, and North 57 degrees 35 minutes 37 seconds East
115.04 feet to an existing iron pipe marking a common
corner with the land of John E. and Brenda B. Buffaloe;
thence with the line of said Buffaloe land South 79
degrees 55 minutes 14 seconds East 488.36 feet to the
point and place of BEGINNING, containing 161.67 acres,
according to the map of Municipal Engineering Services
Co., P.A., Consulting Engineers dated 5/27/85 and
entitled "Property of James T. Mitchiner."
Subject to the easement of Carolina Power & Light
Company as shown in Book 2908, Page 451, Wake County
Registry and easements of record.
Subject also to federal lien as provided in 40 CFR
30.535,
TRACT 4
BEING that tract conveyed to Grantor by Tignal J. Mitchiner
and wife, Irene M. Mitchiner, by deed recorded in Book 3641, Page
191, and more fully described as follows:
BEGINNING at an existing iron pipe in the northwestern
line of the Creighton Wrenn land, said iron pipe
marking a common corner with the land of Louis T.
Mitchiner and James T. Mitchiner, and running thence
with the line of the Creighton Wrenn land South 42
degrees 00 minutes 21 seconds West 1378.27 feet to an
existing iron pipe and to the center of Swift Creek;
thence with the center line of Swift Creek, with the
property line of T.H. Turner Farms, Inc., as marked by
a traverse line of the surveyor, the following courses
and distances: North 71 degrees 36 minutes 23 seconds
West 93.50 feet; North 20 degrees 48 minutes 17 seconds
7

BKO12224PGO0156
West 219.81 feet; North 36 degrees 30 minutes 45
seconds West 156.29 feet; North 17 degrees 43 minutes
35 seconds West 128.78 feet; North 79 degrees 38
minutes 21 seconds West 257 feet; North 18 degrees 04
minutes 07 seconds West 139.86 feet; North 09 degrees
25 minutes 07 seconds West 203.70 feet; North 63
degrees 05 minutes 47 seconds West 178.08 feet; North
13 degrees 30 minutes 17 seconds West 207.55 feet to a
new iron pipe, locating the intersection of Swift Creek
and Beasley's Branch; thence with the center of
Beasley's Branch and with the property line of Mary Jo
B. Kimbro, et al, as marked by a surveyor's traverse
line, the following courses and distances: South 78
degrees 42 minutes 21 seconds East 73.97 feet; North 16
degrees 37 minutes 42 seconds East 113.54 feet; North
04 degrees 24 minutes 32 seconds West 131.53 feet;
North 69 degrees 45 minutes 13 seconds East 386.57
feet; North 31 degrees 48 minutes East 138.13 feet;
North 71 degrees 41 minutes 52 seconds East 157.80
feet; North 00 degrees 49 minutes 20 seconds East 64.76
feet; North 66 degrees 56 minutes 01 seconds East
110.92 feet; South 69 degrees 40 minutes 19 seconds
East 134.69 feet; North 63 degrees 30 minutes 45
seconds East 108.07 feet to an existing iron pipe
marking a common corner with the Louis T. & James T.
Mitchiner land; thence with the line of the said
Mitchiner land South 44 degrees 47 minutes 29 seconds
East 1067.25 feet to the point and place of BEGINNING,
containing 39.40 acres, according to a map and survey
dated 5/27/85 by Municipal Engineering Services Co.,
P.A., and entitled "Property of Tignal J. Mitchiner."
Subject to the easement and right of way of Carolina
Power & Light Company recorded in Book 2908, Page 459,
Wake County Registry.
Subject also to federal lien provided in 40 CFR 30.535.
TRACT 5
BEING that tract conveyed to Grantor by N.C. National Sank
of North Carolina, Trustee under the Will of Creighton Wrenn,
deceased, by deed recorded in Book 3682, Page 272, and more fully
described as follows:
BEGINNING at an iron pipe in the east right of way line
of State Road 2704, said iron pipe being located in the
common line of the Creighton Wrenn land and the John E.
and Brenda B. Buffaloe land, and being located from a
railroad spike set in the intersection of State Roads

BKO12224PGO0157
2704 and 2703 South 02 degrees 49 minutes 20 seconds
West 291.79 feet; running thence with the line of the
Buffaloe land South 81 degrees 55 minutes 15 seconds
East 317.35 feet to an iron pipe in the southwest right
of way line of State Road 2703; thence with said right
of way line South 45 degrees 18 minutes 51 seconds East
798.93 feet to an iron pipe; thence continuing with
said right of way line South 62 degrees 00 minutes 28
seconds East 315.76 feet to an iron pipe; thence with
the property line of W.T. Ward South 07 degrees 44
minutes 31 seconds West 1587.93 feet to an iron pipe;
thence continuing with said Ward line South 82 degrees
32 minutes 43 seconds East 372.11 feet to an iron pipe;
thence with the Ward line South 82 degrees 32 minutes
07 seconds East 14.70 feet to a stake; thence
continuing with the Ward line the following courses and
distances; South 16 degrees 06 minutes 41 seconds East
200.17 feet; South 31 degrees 18 minutes East 163.17
feet; South 01 degrees 07 minutes 04 seconds East
250.71 feet; South 41 degrees 04 minutes 47 seconds
West 55.16 feet; South 16 degrees 54 minutes 25 seconds
East 96.32 feet; South 40 degrees 56 minutes 12 seconds
West 41.38 feet; South 11 degrees 48 minutes 38 seconds
East 156.35 feet; South 41 degrees 00 minutes 16
seconds West 178.45 feet; South 27 degrees 16 minutes
32 seconds West 136.65 feet; South 46 degrees 22
minutes 57 seconds West 135.27 feet, and South 01
degrees 58 minutes 25 seconds West 106.20 feet to an
existing iron pipe marking a corner with the land of
Robert A. and Jean B. Bryan; thence with said Bryan
line North 66 degrees 12 minutes 55 seconds West 319.37
feet to a new iron pipe; thence with the Bryan line
North 44 degrees 12 minutes 52 seconds West 728.56 feet
to an existing iron pipe, a common corner with the
Bryan land; thence with the Bryan line South 30 degrees
32 minutes 59 seconds West 899.88 feet to an iron in
the northeast right of way line of State Road 2704;
thence with the Bryan line South 30 degrees 32 minutes
59 seconds West 63.70 feet to an iron pipe in the
southwest right of way line of said State Road; thence
with the Bryan line South 30 degrees 32 minutes 59
seconds West 3113.24 feet to an existing iron pipe;
thence with the Bryan line South 30 degrees 35 minutes
42 seconds West 269.43 feet to an existing iron pipe;
thence with the Bryan line South 30 degrees 34 minutes
41 seconds West 422.96 feet to an existing iron pipe;
thence with the Bryan line South 30 degrees 31 minutes
25 seconds West 930.79 feet to a stake in Swift Creek;
thence with the meanders and run of Swift Creek in a
northwesterly direction and with a surveyor's line the
Oj

BKO12224PGO0158
following courses and distances: North 52 degrees 21
minutes 42 seconds West 144.59 feet; North 17 degrees
29 minutes 07 seconds East 160.54 feet; North 69
degrees 18 minutes 46 seconds West 90.64 feet; South 53
degrees 18 minutes 30 seconds West 177.24 feet; North
71 degrees 29 minutes 22 seconds West 97 feet; North 09
degrees 36 minutes 05 seconds West 102.86 feet; North
76 degrees 43 minutes 35 seconds West 178.83 feet;
North 32 degrees 01 minutes 48 seconds West 138.95
feet; North 20 degrees 45 minutes 53 seconds West
194.19 feet; North 02 degrees 34 minutes 32 seconds
East 115.10 feet; North 23 degrees 46 minutes 30
seconds East 107.25 feet; North 42 degrees 42 minutes
11 seconds West 128.88 feet; South 60 degrees 42
minutes 41 seconds West 223.31 feet; North 11 degrees
20 minutes 27 seconds East 215.35 feet; South 65
degrees 01 minute 31 seconds West 122.94 feet; South 83
degrees 56 minutes 06 seconds West 154.74 feet; North
20 degrees 50 minutes 03 seconds East 166.17 feet;
North 23 degrees 33 minutes 03 seconds West 328.86
feet; North 37 degrees 43 minutes 31 seconds West
214.58 feet; North 86 degrees 44 minutes 05 seconds
West 146.21 feet; South 18 degrees 11 minutes 13
seconds West 226.83 feet; North 31 degrees 24 minutes
29 seconds West 302.34 feet; South 60 degrees 35
minutes 58 seconds West 177.81 feet; North 55 degrees
47 minutes 24 seconds West 61.70 feet; North 33 degrees
22 minutes 01 second East 90.03 feet; North 17 degrees
21 minutes 41 seconds West 76.27 feet; North 73 degrees
28 minutes 26 seconds West 133.13 feet; North 12
degrees 46 minutes 59 seconds West 96.03 feet, and
North 02 degrees 01 minutes 47 seconds East 115.35 feet
to an existing iron pipe marking a corner in the Tignal
J. Mitchiner land; thence with the Tignal J. Mitchiner
land line North 42 degrees 00 minutes 20 seconds East
1378.26 feet to an existing iron pipe, a corner in the
Louis T. and James T. Mitchiner land; thence with the
Louis T. Mitchiner et al land North 41 degrees 31
minutes 19 seconds East 1620.04 feet to an existing
iron pipe; thence the said Louis T. Mitchiner land line
North 41 degrees 26 minutes 37 seconds East 449.91 feet
to an existing iron pipe; thence continuing with the
said Louis T. Mitchiner land line worth 41 degrees 15
minutes 24 seconds East 3133.45 feet to an iron stake
in the west right of way line of State Road 2704;
thence with said right of way line North 08 degrees 43
minutes 24 seconds East 1082.03 feet to an iron pipe;
thence South 81 degrees 43 minutes 39 seconds East 60
feet to the point and place of BEGINNING, containing
401.30 acres according to the map and survey dated
10

BKO12224PGO0159
5/27/85 of the "Property of Creighton Wrenn" by
Municipal Engineering Services Co., P.A., this being
the property conveyed to Creighton Wrenn by Eugene H.
Mitchiner and wife, Mabel W. Mitchiner, recorded in
Book 2038, Page 82, Wake County Registry.
Subject to federal lien as provided in 40 CFR 30.535.
201 Plant Easements, and appurtenances therein, associated
with the 201 sewage treatment plan, being described as those
easements conveyed to Grantor by deeds recorded in Book 2899,
Page 641, Book 2899, Page 643, Book 2900, Page 770, Book 2900,
Page 947, Book 2935, Page 818, Book 2907, Page 343, Book 2907,
Page 878, Book 2909, Page 285, Book 2914, Page 756, Book 2919,
Page 36, Book 2919, Page 38, Book 2925, Page 15, Book 2935, Page
820.
Wastewater Pretreatment Plant parcel, and appurtenances
therein, located at U.S. Highway I-40, conveyed to Grantor by
deed recorded in Book 3292, Page 827, and more fully described as
follows:
BEGINNING at a point in the centerline of a creek, a
common corner of Watson Seafood and Poultry Co., Inc.,
land and D.S. Wall land in the western line of Willie
B. Gates land, and runs thence South 00°38'16" West
with the western line of Gates land 517.00 feet to a
point, southwest corner of Gates land; runs thence
North 82008116" East with the southern line of Gates
land 790 feet to a point; thence South 06°21'44" East
12.12 feet to a point in the centerline of Bell Branch;
thence South 77°03'20" West 36.46 feet to a point;
thence South 06047'34" West 165.54 feet to a point;
thence along the centerline of Bell Branch the
following course and distances: South 25046'44" East
146.12 feet to a point; South 54048'27" East 130.09
feet to a point; South 89°49'02" East 124.02 feet to a
point; South 07°05'11" East 136.75 feet to a point;
South 01°57'08" West 72.39 feet to a point; North
85°26'11" West 63.1.4 feet to a point; South 54°03'34"
West 140.94 feet to a point; South 32008'43" East
155.57 feet to a point; South 24°49126" West 215.02
feet to a point; South 29056'10" West 238.10 feet to a
point; South 41°57'53" West 145.96 feet to a point;
South 56008'55" West 118.02 feet to a point; South
68°24'52" West 127.58 feet to a point; South 43°37120"
West 134.59 feet to a point; North 62°58'47" West 91.02
feet to a point; and South 33°43'08" West 203.57 feet
to a point in the eastern right of way line of proposed
U.S. Highway I-40; thence with said right of way line
11

BKO12224PGO0160
North 18°21'00" West 74.19 feet to a point in said
right of way line; thence continuing with said right of
way line North 26010'10" West 403.78 feet to a point in
said right of way line; thence continuing with said
right of way line North 18°21'00" West 2100.01 feet to
a point in said right of way line; thence continuing
with said right of way line North 71°36'41" East 39.29
feet to a point; common corner of Wall land and Watson
land in the eastern right of way line of proposed U.S.
Highway I-40; thence with the south line of Wall and
north line of Watson the following courses and
distances: North 75°19104" East 69.74 feet; South
51015140" East 75.33 feet; North 85044'46" East 292.64
feet; North 85°23'20" East 187.84 feet; South 56041'45"
East 41.59 feet; South 24°33'27" East 58.53 feet to tre
point and place of BEGINNING, containing 50.39 acres,
according to a survey and map entitled "Property of
Ebern T. Watson and wife Jessie S. Watson," prepared by
Municipal Engineering Services Co., dated October 31,
1983, and being that portion of a 155 acre tract of
land, described as "FOURTH TRACT" in a deed dated
October 31, 1981, to Watson Seafood and Poultry Co.,
Inc., recorded in Book 2984, Page 248, Wake County
Registry, lying east of the right of way and proposed
U.S. Highway I-40.
Lake Benson Water Treatment Plant Site: Parcel, and
appurtenances therein, located at Swift Creek on Highway 5C, as
follows:
TRACT 1
BEING that tract acquired by Grantor in judgment recorded in
Book 3046, Page 422, and more fully described as follows:
BEGINNING at a stake in a western line of McDonald
Weeks, said stake marking a common corner in the land
of Town of Garner and Mary Parker Rand and being
located by N.C.G.S. Coordinates N(y) 696,237.77 and
E(x) 2,116,468.78, and running thence with the line of
Mary Parker Rand North 32 degrees 02 minutes 23 seconds
East 102.95 feet to a stake; thence continuing with
said line North 23 degrees 38 minutes 55 seconds East
19.32 feet to a stake; thence a new line of McDonald
Weeks South 55 degrees 43 minutes 23 seconds East
227.29 feet to a stake; thence a new line of McDonald
Weeks South 34 degrees 16 minutes 10 seconds West
399.97 feet to a stake; thence a new line of McDonald
Weeks North 55 degrees 44 minutes 42 seconds West
208.95 feet to a stake in the line of Town of Garner;
12

BKO12224PGO0161
thence with the line of Town of Garner North 32 degrees
02 minutes 52 seconds East 278.39 feet to the point and
place of BEGINNING, containing 1.991 acres and being
shown as Lot 2 on a map entitled "Property Acquisition
Map, Town of Garner - 201 Wastewater Project" dated
September, 1980, by Robert T. Newcomb, Jr., R.S., and
recorded in Book of Maps 1981, Page 456, Wake County
Registry, which map is hereby referred to for further
description.
rfi:[e►m
BEING those easements acquired by Grantor in the memorandum
of taking in civil action 81-CVS-3686, recorded in Book 3733,
Page 310, and more fully described as follows:
TRACT 2A
BEGINNING at a point located 34 degrees 15 minutes 30
seconds East with the east line of the Town of Garner
property from the existing iron pipe marking the
southeast corner thereof a distance of 102.87 feet,
said beginning point being located by N.C. Grid
Coordinates N=695,969.316 and E=2,116,551.866, and
running thence for a first call, North 34 degrees 15
minutes 30 seconds East 31.23 feet to a point; thence
South 39 degrees 36 minutes 19 seconds East 446.78 feet
to a point in the pumping station site hereinafter
described; thence with the west line of said pumping
station site South 35 degrees 16 minutes 21 seconds
West 41.44 feet to a point; thence North 39 degrees 36
minutes 19 seconds West 446.02 feet to a point in the
east line of the Town of Garner property; thence with
the Town of Garner line North 34 degrees 15 minutes 30
seconds East 10.41 feet to the point and place of
BEGINNING, containing 0.410 acre,
TRACT 2B
BEGINNING at a point in the eastern line of the 0.413
acre lot hereinafter described, said point being
measured with said lot line North 35 degrees 16 minutes
21 seconds East 50 feet from the southernmost corner of
said lot, and being located by N,C. Grid Coordinates
N=695,553.00 and E=2,116,932.00, and running thence
with the said lot line North 35 degrees 16 minutes 21
seconds East 10 feet to a point; thence South 54
degrees 43 minutes 39 seconds East 432.09 feet to a
point in the property line of Mobile Hill Estates (see
Book of Maps 1971, Page 158); thence with said line
13

BKO12224PGO0162
South 22 degrees 24 minutes 36 seconds West 20.51 feet
to a point; thence North 54 degrees 43 minutes 39
seconds West 436.65 feet to a point in the east line of
the .413 acre lot (Town of Garner pumping station site)
described below; thence North 35 degrees 16 minutes 21
seconds East 10 feet to the point and place of
BEGINNING, containing 0.199 acre.
TRACT 3
BEING that tract conveyed to Grantor by Julian A. Rand, Jr.,
by deed recorded in Book 4177, Page 207, and more fully described
as follows:
BEGINNING at a point in the center of the Second
Permanent Easement Area described above, said point
being located by N.C. Grid Coordinates N=695,553.00 and
E=2,116,932.00, and running thence South 35 degrees 16
minutes 21 seconds West 50 feet to a point; thence
North 54 degrees 43 minutes 39 seconds West 120 feet to
a point; thence North 35 degrees 16 minutes 21 seconds
East 150 feet to a point; thence South 54 degrees 43
minutes 39 seconds East 120 feet to a point; thence
South 35 degrees 16 minutes 21 seconds West 100 feet to
the point and place of BEGINNING.
TRACT 4
BEING that tract conveyed to Grantor by J. Norwood Adams and
wife, Valeria C. Adams by deed recorded in Book 4211, Page 143,
and more fully described as follows:
BEGINNING at a point in the eastern line of the
property of the Town of Garner, said point being
located with the said Town line North 34 degrees 16
minutes 10 seconds East from an existing iron pipe
marking the southeast corner of the Town of Garner lot
a distance of 102.87 feet, said point also being
located by N.C. Grid Coordinates N-695,969.122 and E-
2,116,551.163, and running thence with the said Town
line, for a first call, North 34 degrees 16 minutes 1C
seconds East 31.23 feet to a point; thence South 39
degrees 35 minutes 39 seconds East 446.78 feet to a
point in the west line of the Garner pump station site;
thence with the west line of said pump station site
North 35 degrees 17 minutes 01 second East 64.95 feet
to a stake marking the northwest corner of the pump
station lot; thence with the north line of said lot
South 54 degrees 42 minutes 59 seconds East 120 feet to
a stake marking the northeast corner of said lot;
14

BKO12224PGO0163
thence with the east line of said lot South 35 degrees
17 minutes 01 second West 90 feet to a point; thence
South 54 degrees 42 minutes 59 seconds East 431.72 feet
to a point in the west line of Mobile Hill Estates;
thence with said line South 22 degrees 27 minutes 15
seconds West 20.51 feet to a point; thence North 54
degrees 42 minutes 59 seconds West 436.27 feet to a
point in the east line of the Garner pump station lot;
thence with the line of said pump station lot South 35
degrees 17 minutes 01 second West 40 feet to a stake
marking the southeast corner of said lot; thence with
the southern line of said lot North 54 degrees 42
minutes 59 seconds West 120 feet to a stake, the
southeast corner of said lot; thence with the west line
of said lot North 35 degrees 17 minutes 01 second East
43.61 feet to a point; thence North 39 degrees 35
minutes 39 seconds West 446.02 feet to a point in the
east line of the property of the Town of Garner; thence
with said line North 34 degrees 16 minutes 10 seconds
East 10.41 feet to the point and place of BEGINNING,
this being the pump station lot and easements of the
Town of Garner as shown on a map entitled "Property of
J. Norwood Adams" dated 8/01/85 by Municipal
Engineering Services Co., P.A., as revised on 12-10-86.
TRACT 5
BEING that tract conveyed to Grantor by Carolida Properties
by deed recorded in Book 4147, Page 902, and more fully described
as follows:
BEGINNING at an existing iron pin in the southeastern
corner of a tract owned by the Town of Garner to the
east of N.C. Highway 50 as described in Deed Book 3250,
Page 29 and in Book of Maps 1981, Page 456; runs thence
S 55 deg. 43 min. 58 sec. E a distance of 470.03 feet
to a new iron pipe; thence S 08 deg. 19 min. 22 sec. W
a distance of 488.85 feet to a new iron pipe in the
southern boundary of a sanitary sewer easement as shown
on a survey prepared by Municipal Engineering Services
Co., P.A., Consulting Engineers, dated 5-22-87; thence
S 61 deg. 02 min. 31 sec. W a distance of 379.79 feet
to a new iron pipe; thence N 88 deg. 13 min. 25 sec. W
a distance of 329.79 feet to a new iron pipe; thence N
48 deg. 12 min. 08 sec. W a distance of 338.28 feet to
a new iron pipe in the southeastern corner of a parcel
now or formerly owned by Glen R. Rand; thence N 28 deg.
45 min. 14 sec. W a distance of 210.00 feet to an
existing iron pipe in the southeastern corner of the
aforesaid parcel owned by the Town of Garner; thence
15

BKO12224PGO0164
along said common line with the Town of Garner property
N 53 deg. 29 min. 27 sec. E a distance of 98.04 feet to
an existing iron pipe; thence N 43 deg. 37 min. 00 sec.
E a distance of 306.37 feet to a new iron pipe; thence
N 31 deg. 32 min. 40 sec. E a distance of 21.33 feet to
a new iron pipe; thence S 55 deg. 44 min. 42 sec. E a
distance of 206.81 feet to an existing iron pipe;
thence N 34 deg. 16 min. 10 sec. E a distance of 399.97
feet to the point and place of BEGINNING, and
containing 14.23 acres, as shown on a map of Municipal
Engineering Services Co., P.A., entitled "Recombination
of property between the Town of Garner and Carolida
Properties and recorded in Map Book 1987, Page 1597,
Wake County Registry.
SAVING AND EXCEPTING FROM THE FOREGOING DESCRIPTION,
that 0.41 acre tract or parcel of land owned by the
Town of Garner and described in the Memorandum of
Taking recorded in Book 3733, Page 310, Wake County
Registry and described therein as the "Pumping Station
Site."
Rand Mill Road Elevated Storage Tank parcel, and
appurtenances therein, located on Rand Mill Road, conveyed to
Grantor by Trustees of First Presbyterian Church by deed recorded
in Book 1712, Page 36, and more fully described as follows:
FIRST TRACT: BEGINNING at an old iron stake on the
west side of Rand Mill Road, corner of Lat Laws lot;
thence with the northern line of Lat Laws North 88
degrees 15 minutes West 113.5 feet to an iron stake;
thence North 1 degree 45 minutes East 130 feet to a
stake; thence North 62 degrees 15 minutes West 93 feet
to an iron stake in a drain gully; thence along said
drain gully North 5 degrees East 65.3 feet to an iron
stake, W.M. Jones' corner; thence with the southern
Line of W.M. Jones South 88 degrees 10 minutes East 196
feet to an iron stake; thence along the West side of
Rand Mill Road South 1 degree 50 minutes West 236.2
feet to the Beginning, as shown on a map of property of
Garner Presbyterian Church made by Sam Powell,
Registered Surveyor, dated January 13, 1956, and being
the property conveyed to Trustees of Garner
Presbyterian Church by deed recorded in Book 1244 at
Page 480, Wake County Registry.
SECOND TRACT: BEGINNING at a point in the Northern
Tine of Lat Laws lot, Southwesternmost corner of the
first tract, said point being North 88 deg. 15 min.
West 113.5 feet from the West side of Rand Mill Road;
16

BKO12224PGO0165
runs thence as a first call with the line of the first
tract North 01 deg. 45 min. East 130 feet to a stake;
thence continuing with the first tract North 62 deg. 15
min. West 93 feet to an iron stake in a drain gully;
thence along said drain gully South 6 deg. 45 min. East
171 feet with the line of Edgar Phillips Estate to an
old iron pipe, in the line of Lat Laws land; runs
thence South 88 deg. 5 min. East 88.9 feet with the Lat
Laws line to the point and place of the BEGINNING, and
being a small tract of land shown on map of property of
Garner Presbyterian Church made by Sam Powell,
Registered Surveyor, dated January 13, 1956.
Subject to that lease for cellular telephone facilities to
Raleigh -Durham MSA Limited Partnership, dated May 1, 1995 on file
at the Garner Town Hall.
Penny Road Elevated Storage Tank parcel, and appurtenances
therein, conveyed to Grantor by N.O. Barbee and wife, Annie P.
Barbee by deed recorded in Book 1247, Page 449, and more fully
described as follows:
Being all of Lots No. 6, 7, 8, 9, and 10 in Block B
according to a map of the Mrs. Minnie B. Penny et al
Subdivision recorded in Book of Maps 1926, Page 27,
Wake County Registry.
East Garner Elevated Storage Tank parcel, and appurtenances
therein, located at East Garner Middle School adjacent to that
now or formerly owned by Alert Cable TV, conveyed to Grantor by
Wake County Board of Education by deed recorded in Book 4211,
Page 611, and more fully described as follows:
BEGINNING at an existing iron pipe marking the
southeastern corner of a tract owned by the Wake County
Board of Education as shown in deed recorded in Book
2378, Page 666, Wake County Registry, and being a
common corner with a tract now or formerly owned by
L.C. Yeargan, runs thence N 81 deg. 24 min. 12 sec. W a
distance of 200 feet to a new iron pipe set in the
boundary line of the said Wake Board of Education and
L.C. Yeargan tracts; thence N 01 deg. 18 min. 29 sec. E
a distance of 200 feet to a concrete monument; thence S
88 deg. 41 min. 31 sec. E a distance of 198.38 feet to
a point in the said Board of Education tracts eastern
line, said point being located 81.10 feet on a bearing
of S 10 deg. 18 min. 29 sec. W from an existing
concrete monument marking a common corner of the said
Board of Education tract, the said Yeargan tract, and a
tract now or formerly owned by Alert Cable TV; thence S
17

BKO12224PGO0166
1 deg. 18 min. 29 sec. W a distance of 225.37 feet to
the point and place of BEGINNING, containing .097
acres, as shown on a survey map by Municipal
Engineering Services Co., P.A. dated 10-15-87, on file
at the Garner Town Hall, and containing also a 20 foot
utility and access easement consisting of the 20 feet
to the north of a line beginning at the new iron pipe
marking the southwestern corner of the aforesaid parcel
and running thence N 81 deg. 24 min. 12 sec. W a
distance of 183.36 feet in the boundary line of the
said Wake Board of Education and L.C. Yeargan tracts;
thence N 82 deg. 32 min. 10 sec. W a distance of 611
feet to an existing iron pin marking a common corner of
the two said tracts; thence S 07 deg. 39 min. 56 sec. W
a distance of 171.64 feet to an existing iron pin in
the northern right-of-way of Jones Sausage Road, as
shown on said recorded plat.
And Grantor further conveys to Grantee a permanent easement
in all water and sewer utility pump station easement owned by
Grantor situated in the St. Mary's Township, Wake County, North
Carolina, including the exclusive right to control, maintain,
repair, rebuild, abandon, or otherwise deal with the water and
sewer appurtenances therein, such as storage lagoons, treatment
and pre-treatment facilities, tanks, drains, pipes, valves,
pumps, fittings, buildings, pump stations, lift stations, booster
stations, and the like, as more particularly described as set
forth hereinafter (all Map Book references and Deed Book
references herein are to the Wake County Registry):
Arbor Greene Pump Station easement, and appurtenances
therein, being all of that easement as shown on map recorded in
Map Book 1989, Page 1008.
Aversboro Road Pump Station easement, and appurtenances
therein, being all of that easement acquired by Grantor from
David F. Buffaloe and wife Nancy P. Buffaloe, and Danan Farms,
Inc., in cavil action 86-CVS-677, as shown in Memorandum of
Action recorded in Book 3855, Page 681.
Beaver Dam Pump Station parcel, and appurtenances therein,
located on Rock Quarry Road, being all of that parcel as
described in deed to Grantor recorded in Book 1536, page 48.
Eagle Ridge Pump Station and associated easements, and
appurtenances therein, being all of those easements located at
Eagle Ridge as shown on maps recorded in Map Book 1998, Page 591-
594 (Eagle Ridge, Sec. 1), Map Book 2000, Page 131 (Eagle Ridge,
Phase 7-A), Map Book 2000, Page 323 (Eagle Ridge Community
W.

BKO12224PGO0167
Center), Map Book 2000, Page 2116-2118 (Eagle Ridge, Phase 7-B),
Map Book 2001, Page 388-389 (Eagle Ridge, Phase 5-A).
East Garner School Pump Station parcel (or easement) and
appurtenances therein, being all of that parcel as described in
that agreement between Grantor and the Wake County Board of
Education dated November 17, 1981 on file at the Garner Town
Hall.
Forest Landing Pump Station parcel, and appurtenances
therein, located at Lot 29, Forest Landing Subdivision, Garner,
N.C., and being all of that parcel as described in deed to
Grantor by deed recorded in Book 3027, Page 474, Wake County
Registry.
Green Spring Valley Pump Station parcel, and appurtenances
therein, located at Green Spring Valley on Old Stage Road, and
being all that easement conveyed to Grantor by deed recorded in
Book 2218, Page 566, Wake County Registry.
Heather Hills Pump Station parcel, and appurtenances
therein, located at Lot 5, Block D, Heather Hills Subdivision,
Garner, N.C., being described as all of that parcel conveyed to
Grantor by deed recorded in Book 2150, Page 237, and including
Heather Hills Pump Station Sewer Line easements, and
appurtenances therein, being all those easements conveyed to
Grantor by deeds of easement recorded in Book 2254, Page 170,
Book 2254, Page 174, Book 2254, Page 178, Book 2254, Page 180.
Maxwell Drive Pump Station parcel, and appurtenances
therein, located at Lot 349, Section 8, Greenbrier Estates
Subdivision, Garner, N.C., and being described as all that parcel
conveyed to Grantor by deed recorded in Book 3591, Page 832.
McCuller's Crossing Pump Station easement, and appurtenances
therein, being described as all of that easement as shown on map
recorded in Map Book 1999, Page 216.
NAPA/Greenbrier Pump Station: Parcels, and appurtenances
therein, described as consisting of "Tract A," and "Tract B," as
shown on map by Mauldin -Watkins Surveying, P.A., and being all of
said parcels conveyed in deed to Grantor recorded in Book 8170,
Page 33.
N.C. 50 Pump Station parcel, and appurtenances therein,
located at N.C. Highway 50 and the former abandoned Rand Mill
Road and being described as all that parcel acquired by Grantor
in Civil Action 81-CVS-3673, and recorded in Book 3250, Page 29.
19

BKO12224PGO0168
North South Station Pump Station easement and appurtenances
therein, being described as all of that easement as shown on map
recorded in Map Book 1989, Page 482.
Scarborough Ridge Pump Station easement and appurtenances
therein, being described as that easement shown on map recorded
in Map Book 1986, Page 1132 and Map Book 1986, Page 1899.
Southside Pump Station parcel, and appurtenances therein,
identified as Southside Pumping Station on survey by Sam Powell,
RLS, dated May 2, 1963, and conveyed to Grantor by deed recorded
in Book 1539, Page 719.
Tiffany Woods Pump Station parcel, and appurtenances
therein, located at southeastern corner of land now or formerly
owned by the Stephens Center, Inc., and conveyed to Grantor by
deed recorded in Book 1988, Page 403.
Walnut Creek Pump Station parcel, and appurtenances therein,
located at Rock Quarry Road and Williams Road, as shown on survey
by Sam Powell, RLS, dated December 15, 1962, and conveyed to
Grantor by deed recorded in Book 1536, Page 48.
White Oak Creek Pump Station parcel, and appurtenances
therein, located at Legend Hills Subdivision, as appears on
survey by Black & Veatch, Inc., dated December 17, 1987, and
conveyed to Grantor by deed recorded in Book 4453, Page 107.
Southside Pump Station parcel, and appurtenances therein,
north of Lot 24, Malibu Valley, Section 1, described as being all
that parcel as recorded in Book of Maps 1975, Page 263, and
conveyed to Grantor by deed recorded in Book 2351, Page 431.
Garner Road Booster Station parcel, and appurtenances
therein, located at U.S. Highway 70 and lands now or formerly
owned by Margaret C. Albright, and conveyed to Grantor by deed
recorded in Book 1761, Page 193.
Jones Sausage Road Booster Station easements, and
appurtenances therein, located on Jones Sausage Road, and
conveyed to Grantor by Deed recorded in Book 11153, Page 394.
And Grantor further conveys to Grantee a permanent easement to
all water and sewer utility easements dedicated for public use
and thereafter accepted for public use by recombination or actual
use, situated in the St. Mary's Township, Wake County, North
Carolina, including the exclusive right to control, maintain,
repair, rebuild, abandon, or otherwise deal with the water and
sewer appurtenances therein, such as storage lagoons, treatment
and pre-treatment facilities, tanks, drains, pipes, valves,
FW

BKO12224PGO0169
pumps, fittings, buildings, pump stations, lift stations, booster
stations, and the like, as more particularly described as those
easements being shown in maps or plats recorded in the following
Map Books, Wake County Registry: Map Book 1994, Page 1494 (Air -
Glide Heating & Cooling), Map Book 1995, Page 1280 (Avery Park,
Phase I), Map Book 1995, Page 1739 (Avery Park, Phase 1B), Map
Book 1997, Page 130 (Avery Park, Phase 2), Map Book 1960, Page 53
(Cloverdale Subdivision), Map Bock 1989, Page 1008 (Arbor Greene
Subdivision), Map Book 1999, Page 1176 (Arbor Greene, Phase I),
Map Book 2000, Page 1413 (Arbor Greene Subdivision), Map Book
2001, Page 161 (Aversboro Office Park), Map Book 2001, Page 377
(Arbor Greene, Phase II), Map Book 1979, Page 591 (Bainbridge
Subdivision), Map Book 1984, Page 1408 (Bainbridge Subdivision,
Sec. 4), Map Book 1981, Page 882 (Ball Subdivision, Lorraine
Drive), Map Book 1980, Page 27 (Blackman Subdivision, Buckingham
Road), Map Book 1986, Page 644 (Blackman Subdivision, Buckingham
Road), Map Book 1989, Page 970 (Forrest Bali Subdivision), Map
Book 1989, Page 971 (Forrest Ball Subdivision), Map Book 1992,
Page 940, re -recorded in Map Book 1992, Page 940 (Brownstone
Village Subdivision, Phase 1, Sec. One), Map Book 1992, Page 21,
re -recorded in Map Book 1992, Page 941 (Brownstone Village
Subdivision, Phase 1, Sec. One), Map Book 1992, Page 820
(Bannister Recombination), Map Book 1993, Page 876 (Brownstone
Village, Phase II, Sec. Three), Map Book 1994, Page 223
(Brownstone Village, Phase I, Sec. One), Map Book 1994, Page 915
(South Station, Lots 14, 15A, 15B North), Map Book 1993, Page 874
(Brownstone Village, Phase II, Sec. One), Map Book 1993, Page 875
(Brownstone Village, Phase II, Sec. One), Map Book 1993, Page 876
(Brownstone Village, Phase II, Sec. One), Map Book 1995, Page
1670 (Nelson Barnes Recombination), Map Book 2000, Page 766
(Portions of Greenfields Subdivision), Map Book 2000, Page 1858
(Breezeway, Phase One), Map Book 2001, Page 1170 (Bannister
Properties Recombination), Map Book 1957, Page 45 (Cloverdale
Subdivision), Map Book 1979, Page 161 (Cloverdale, Sec. 3, Map
21), Map Book 1965, Page 2 (J.R. Collier Subdivision), Map Book
1967, Vol. 1, Page 161 (D. M. Creech Subdivision), Map Book 1983,
Page 1267 (Carmel Crossing Subdivision), Map Book 1984, Page 1306
(Frank Cooley Utility Easement), Map Book 1995, Page 1628
(Campbell Recombination), Map Book 1992, Page 1142 (Comfort Inn),
Map Book 1998, Page 722 (Garchia Carroll Recombination), Map Book
1974, Vol. II, Page 201 (Dunhaven, Sec. I), Map Book 1970, Page
182 (Gatewood Subdivision), Map Book 1970, Page 304, Gatewood,
Sec. Two), Map Book 1971, Vol. 1, Page 123 (Gatewood, Sec.
Three), Map Book 1973, Page 496, Dunhaven, Phase I), Map Book
1978, Vol.. 7, Page 675 (Dunhaven, Phase III, Part 1), Map Book
1980, Page 702 (Dunhaven, Phase 3, Part 2), Map Book 1986, Page
475 (Dunhaven, Phase II), Map Book 1986, Page 2255 (Dunhaven,
Phase II), Map Book 1969, Vol. 3, Page 315 (Edgebrooke, Phase
III), Map Book 1998, Page 591-594 (Eagle Ridge, Sec. 1), Map Book
2000, Page 131 (Eagle Ridge, Phase 7-A), Map Book 2000, Page 323
21

BKO12224PGO0170
(Eagle Ridge Community Center), Map Book 1999, Page 1910-1916
(Eagle Ridge Recombination), Map Book 2000, Page 927 (Eagle Ridge
Recombination), Map Book 2000, Page 2077 (Eagle Ridge Tract
NP.2), Map Book 2000, Page 2116-2118 (Eagle Ridge, Phase 7-B),
Map Book 2001, Page 388-389 (Eagle Ridge, Phase 5-A), Map Book
1955, Vol. 1, Page 24 (Forest Hills Subdivision), Map Book 1980,
Page 1093 (Forest Landing Subdivision), Map Book 1984, Page 179
(Forest Landing, Sec. II, Part C), Map Book 1985, Page 532
(Forest Landing, Sec. II, Part B), Map Book 1985, Page 1687
(Forest Landing, Phase II), Map Book 1988, Page 66 (Forest Hills
Shopping Center), Map Book 1988, Page 651-653 (Foley Station
Subdivision), Map Book 1993, Page 530 (Foley Station
Subdivision), Map Book 1993, Page 1529 (Foley Station, Phase I),
Map Book 1994, Page 462 (Foley Station), Map Book 1959, Page 65
(Greenbrier Estates, Sec. 1), Map Book 1968, Page 74 (Greenbrier
Estates, Sec. 8), Map Book 1962, Page 111. (Greenbrier Estates,
Sec. 4), Map Book 1959, Page 256 (Greenbrier Estates, Sec. 2),
Map Book 1963, Page 175 (Greenbrier Estates, Sec. 4), Map Book
1963, Page 189 (Greenbrier Estates, Sec. 4), Map Book 1963, Page
234 (Greenbrier Estates, Sec. 6), Map Book 1963, Page 242
(Greenbrier Estates, Sec. 5), Map Book 1967, Vol. 3, page 278
(Trade Street), Map Book 1991, Page 614 (Greenbrier
Recombination), Map Book 1991, Page 656 (Greenbrier
Recombination), Map Book 1991, Page 658 (Greenbrier
Recombination), Map Book 1991, Page 1346 (D. D. Green Estate
Subdivision), Map Book 1995, Page 1478 (Garner Commercial
Center), Map Book 1996, Page 1538-1539 (Greenbrier Plaza, Lot 2),
Map Book 1997, Page 1050 (Greenbrier Plaza, Lots 3, 4 and 5), Map
Book 1997, Page 903 (Greenfields Subdivision), Map Book 1997,
Page 2129 (Greenfield Property Lot 3), Map book 1997, Page 190,
re -recorded in Map Book 1997, Page 290 (Garner Towne Square), Map
Book 1997, Page 191-192 (Garner Towne Square), Map Book 1995,
Page 852 (Foley Station Recombination), Map Book 1988, Page 95-96
(Fox Haven, Phase 1), Map Book 1988, Page 855 (Fox Haven, Phase
2), Map Book 1999, Page 1424-1425 (Fox Haven Recombination), Map
Book 1983, Page 698 (Georgetown Manor), Map Book 1985, Page 1037-
38 (Georgetown Manor), Map Book 1984, Page 911 (Georgetown
Manor), Map Book 1985, Page 16 (Georgetown Manor), Map Book 1979,
Page 507 (Garner Rest Home), Map Book 1974, Vol. 2, Page 129
(Garner Townes), Map Book 1975, Vol. 2, Page 221 (Garner Tcwnes),
Map Book 1986, Page 1956 (Georgetown Manor), Map Book 1986, Page
1956 (Georgetown Manor), Map Book 1986, Page 236, re -recorded in
Map Book 1987, Page 1082 (Garner Village Center Recombination),
Map Book 1988, Page 80-81 (Gipson Pond), Map Book 1995, Page 17
(Gipson Pond Recombination), Map Book 1988, Page 728 (Growth
Properties), Map Book 1989, Page 372 (Garner Free Will Baptist
Church Subdivision), Map Book 1988, Page 555 (Garner Warehouse
Park Subdivision), Map Book 1999, Page 955 (Bagwell-Goodmark
Recombination), Map Book 1999, Page 217A1-217A4 (Grande Point
Condominiums, Phase 1), Map Book 1997, Page 1209 (Grande Point
22

BKO12224PGO0171
Condominiums), Map Book 2001, Page 1016 (Grande Point
Condominiums, Phase 6), Map Book 2000, Page 291 (Greenbrier
Plaza), Map Book 2001, Page 1167-1168 (Grande Point Condominiums,
Phase 7), Map Book 1973, Vol. 2, Page 127 (Heather Hills, Sec.
3), Map Book 1971, Vol. 3, Page 333 (Heather Hills, Sec. 3), Map
Book 1972, Vol. 2, Page 233 (Heather Hills, Sec. 3), Map Book
1972, Vol. 3, Page 355 (Heather Hills, Sec. 3), Map Book 1973,
Vol. 3, Page 349 (Heather Hills, Sec. 3), Map Book 1973, Vol. 2,
Page 127 (Heather Hills, Sec. 3), Map Book 1974, Vol. 2, Page 246
(Heather Hills, Sec. 3), Map Book 1997, Page 166 (Hamlin
Companies), Map Book 1997, Page 1173-1174 (Heather Woods
Subdivision, Phase 4), Map book 1998, Page 422-423 (Heather
Springs, Phase 3), Map Book 1998, Page 870 (Heather Park
Subdivision), Map Book 2001, Page 1418 (Heather Park
Subdivision), Map Book 1998, Page 1690 (Hunter Recombination),
Map Book 2000, Page 308 (Heather Woods Subdivision, Phase 4), Map
Book 2000, Page 1126 (Hunter's Mark, Phase 1), Map Book 2000,
Page 1042 (Bell Investments), Map Book 2001, Page 229 (Hunter's
Mark, Phase 1), Map book 2001, Page 122 (Heather Woods, Phase 7),
Map Book 2001, Page 156 (Heather Woods, Phase 8), Map Book 2001,
Page 1359 (Heather Woods, Phase 4), Map Book 1984, Page 183
(Kirkwall Villas, Phase 2), Map Book 1998, Page 1720 (Jamestown
Subdivision), Map Book 1987, Page 653 (Jerry Jones Subdivision),
Map Book 1985, Page 138 (Kimber Woods, Phase I, Sec. I), Map Book
1985, Page 826 (Kimber Woods, Phase I, Sec. II), Map Book 1985,
Page 1499 (Kimber Woods, Phase Two), Map Book 196, Page 2168
(Kimber Woods, Phase Three), Map Book 1987, Page 334 (Kimber
Woods, Phase Four), Map Book 1987, Page 119 (La Petite
Academies), Map Book 1986, Page 1133 (Lynshire, Phase One), Map
Book 1987, Page 616 (Lynshire, Phase Two), Map Book 1989, Page
1432 (Lakemoor, Phase I, Sec. I), Map Book 1988, Page 687
(Lakemoor, Phase II, Part B), Map Book 1988, Page 1397 (Lakemoor,
Phase 1, Sec. II, Part A), Map Book 1989, Page 158 (Lakemoor,
Phase I, Sec. II, Part C), Map Book 1991, Page 307 (Lakemoor,
Phase I, Sec. II, Part B), Map Book 1994, Page 1451 (Landings at
Lakemoor, Phase I -A), Map Book 1994, Page 1329 (Landings at
Lakemoor, Phase I-B), Map Book 1995, Page 1209 (.Lakemoor, Phase
II, Part B), Map Book 1995, Page 1238 (Landings at Lakemoor,
Phase II -A), Map Book 1995, Page 1903-1904 (Landings at Lakemoor,
Phase II-B), Map Book 1998, Page 142 (Lincoln Park South), Map
Book 1998, Page 588 (Lincoln Park South), Map Book 1998, Page
1513 (Lincoln Park South), Map Book 1999, Page 314 (Lincoln. Park
South), Map Book 1999, Page 377 (Lincoln Park South), Map Book
1999, Page 344 (Raleigh -Durham MSA Limited Partnership), Map Book
1999, Page 1971 (Lincoln Park South), Map Book 2000, Page 497
(Lincoln Park South, Map Book 1975, Vol. III, Page 263 (Malibu
Valley, Sec. 1), Map Book 1997, Vol. III, Page 327 (Malibu
Valley, Sec. 2), Map Book 1985, Page 556 (McLamb Subdivision),
Map Book 1994, Page 1754 (Moody Subdivision), Map Book 2001, Page
1057 (Monterrey Subdivision), Map Book 1998, Page 54 (Garner
23

BKO12224PGO0172
Northwest Industrial Center), Map Book 1991, Page 830
(North/South Station, Lot 6), Map Book 1994, Page 1432 (News &
Observer Publishing Co.), Map Book 1992, Page 401 (North/South/
West Station), Map Book 1993, Page 13 (North/South/West Station
Subdivision), Map Book 1995, Page 1550 (North Station
Subdivision), Map Book 1997, Page 761 (Northside, Phase I), Map
Book 1997, Page 1739 (Northside, Phase II), Map Book 1997, Page
303 (Northside, Phase III), Map Book 1986, page 1132 (Scarborough
Ridge, Phase 1), Map Book 7986, page 1899,(Scarborough Ridge,
phase 2) Map Book 1970, Vol. 1, Page 44 (Tiffany Woods
Subdivision), Map Book 1968, Vol. 2, Page 227 (Tiffany Woods,
Sec. 1-A), Map Book 1969, Vol. 2, Page 126 (Tiffany Woods, Sec.
1-B), Map Book 1972, Vol. 1, Page 86 (Tiffany Woods, Sec. 2), Map
Book 1973, Vol. 3, Page 345 (Tiffany Woods), Sec. 3), Map Book
1978, Vol. 4, Page 461 (Tiffany Woods, Sec. 4), Map Book 1986,
Page 723 (Thistle Park, Phase 2-A), Map Book 1986, Page 2048
(Maxwell Drive), Map Book 1987, Page 197 (Thistle Park, Phase 2-
B), Map Book 1987, Page 2075 (Timber Crossings Shopping Center),
Map Book 194, Page 823 (Tabler Subdivision), Map Book 1996, Page
1556 (Televent Leasing Subdivision), Map Book 1972, Page 135 (Van
Story Hills Subdivision), Map Book 1973, Page 98 (Van Story
Hills, Sec. One, Sec. II), Map Book 1972, Page 332 (Van Story
Hills Revision), Map Book 1973, Page 112 (Van Story Hills
Addition to Sec. II), Map Book 1977, Vol., 4, Page 468 (Van Story
Hills, Sec. III), Map Book 2001, Page 1482-1483 (Vandora Pines,
Phase I), Map Book 1988, Page 1388 (Water Oaks Sewer Easement),
Map Book 1990, Page 1185 (Water Oaks, Phase Two), Map Book 1989,
Page 668 (W. A. Weston Subdivision), Map Book 1992, Page 9C7 (W.
A. Weston Subdivision), Map Book 1949, Page 3 (Western Terrace
Subdivision), Map Book 1979, Page 794 (Woodlands Sec. Two), Map
Book 1984, Page 1314 (Woodlands, Sec. Three), Map Book 1982, Page
727 (Whispering Pines Subdivision), Map Book 1983, Page 114
(Village of White Oak Subdivision), Map Book 1986, Page 1088
(Town of Garner Water Line), Map Book 1985, Page 106 (Wright
Builders Recombination), Map Book 1986, Page 1780 (Woodlands,
Sec. 5), Map Book 1986, Page 1336 (Woodlands, Sec. 5), Map Book
1989, Page 986 (Woodlands, Sec. 5), Map Book 1988, Page 1392
(Water Oaks, Phase I), Map Book 1989, Page 491 (Woodlands, Sec.
7), Map Book 1990, Page 345 (Woodlands, Sec. 8), Map Book 1990,
Page 780 (Woodlands, Sec. 8), Map Book 1991, Page 1109
(Woodlands, Sec. 8), Map Book 1993, Page 553 (Robert Wojtas
Recombination), Map Book 1995, Page 9 (Jerry Gower Subdivision),
Map Book 1995, Page 227 (Woodlands, Phase VIII A), Map Book 1996,
Page 517 (White Oak Business Park, Phase One), Map Book 1996,
Page 1671 (Weston Trace Subdivision), Map Book 1996, Page 1601
(White Oak Business Park, Lot 3), Map Book 1997, Page 493 (White
Oak Business Park, Lots 9 & 10), Map Book 1997, Page 694 (White
Oak Business Park, Lots 5 & 6), Map Book 1997, Page 1838 (White
Oak Business Park, Lot 15), Map Book 1998, Page 378 (White Oak
Business Park, Lot 16), Map Book 1998, Page 949 (White Oak
24

BKO12224PGO0173
Business Park, Lot 13), Map Book 1998, Page 912 (White Oak
Business Park, Lot 17), Map Book 1998, Page 1688 (White Oak
Business Park, Lot 18), Map Book 1999, Page 70 (W. A. Weston
Estate Subdivision), Map Book 1999, Page 523 (Weston Ridge, Phase
I), Map Book 1999, Page 737 (White Oak Business Park, Phase 2),
Map Book 1999, Page 1646 (Weston Ridge, Phase 1A), Map Book 1999,
Page 1749 (White Oak Business Park, Lots 19 & 20), Map Book 1999,
Page 1802 (Weston Ridge Recombination, Phase 1), Map Book 1999,
Page 219 (White Oak Business Park, Lot 17), Map Book 1971, Vol.
1, Page 493 (Woodland Forest, Sec. Two), Map Book 1973, Vol. 1,
Page 102 (Woodlands, Sec. Three), Map Book 1976, Vol. 1, Page 96
(Woodlands, Sec. Four), Map Book 1995, Page 634-635 (Water Oaks,
Phase Three), Map Book 1996, Page 436 (Pinewinds Subdivision),
Map Book 1977, Vol. II, Page 137 (Woodland Forest, Map B, Sec.
Four), Map Book 1985, Page 2658 (Woodlands, Sec. Four), Map Book
1969, Vol. 3, Page 264 (Woodbridge Subdivision), Map Book 1854,
Page 535 (Woodbridge, Sec. 3), Map Book 1857, Page 329
(Woodridge, Sec. 3), Map Book 1970, Page 253 (Woodbridge, Part of
Sec. 4), Map Book 1971, Page 187 (Woodbridge, Part 2 of Sec. 4),
Map Book 1971, Page 25 (Woodbridge, Part 2 of Sec. 4), Map Book
1969, Page 264, Re -recorded in Map Book 1971, Page 129
(Woodbridge, Part 3 of Sec. 4), Map Book 1971, Page 72
(Woodbridge, Sec. 5), Map Book 1974, Page 257 (Woodbridge, Sec.
6), Map Book 1972, Page 307 (Woodbridge, Sec. 7), Map Book 1971,
Page 21 (Woodbridge, Sec. 6), Map Book 1972, Vol. 4, Page 484
(Woodbridge, Sec. 8);
Easements, and appurtenances therein, pertaining to sewer
lines on lands now or formerly owned by W.R. Rand and wife, and
others, J.R. Collier and wife, and Town of Garner and others
associated with sewer plant theretofore owned by W.R. Rand and
others, being described as all those easements and appurtenances
as set forth in that Agreement dated August 1, 1952 as recorded
in Book 1106, Page 533;
Outfall easement, and appurtenances therein, being described
as all easements and appurtenances set forth in that Agreerent
between City of Raleigh and Town of Garner dated May 7, 1962,
recorded in Book 1504, Page 489, as modified by that Agreement
dated April 1, 1973 recorded in Book 2153, page 299 and Bock
2153, Page 309;
Easements, and appurtenances therein, described as being all
those easements shown on map identified as "Town of Garner, N.C.,
Sanitary Sewer System, Project No. PFL-NC-287" by L.E. Wooten and
Company on file at the Garner Town Hall and being all easement
areas conveyed to Grantor by deeds recorded in Book 1535, Page
216, Book 1535, Page 218, Book 1535, Page 220, Book 1535, Page
575, Book 1535, Page 573, Book 1535, Page 577, Book 1537, Page
159, Book 1537, Page 161, Book 1538, Page 330, Book 1540, Page
25

BKO12224PGO0174
10, Book 1540, Page 14, Book 1540, Page 16, Book 1540, Page 149,
Book 1540, Page 686, Book 1541, Page 73, Book 1541, Page 75, Boo3
1541, Page 77, Book 1541, Page 260, Book 1541, Page 262, Book
1541, Page 264, Book 1541, 467, Book 1541, Page 607, Book 1-541,
Page 821, Book 1541, Page 823, Book 1543, Page 485, Book 1551,
Page 9, Book 1551, Page 11, Book 1551, Page 15, Book 1553, Page
280, Book 1553, Page 282, Book 1553, Page 284, Book 1553, Page
286, Book 1553, Page 288, Book 1553, Page 290, Book 1553, Page
292, Book 1553, Page 294, Book 1553, Page 296, Book 1553, Page
298, Book 1553, Page 300, Book 1553, Page 302, Book 1553, Page
304, Book 1553, Page 306, Book 1553, Page 308, Book 1553, Page
310, Book 1553, Page 630, Book 1555, Page 303, Book 1565, Page
151, Book 1567, Page 57, Book 1567, Page 277, Book 1567, Page
567, Book 1567, Page 574, Book 1567, Page 576, Book 1567, Page
578, Book 1567, Page 580, Book 1567, Page 582, Book 1567, Page
584, Book 1567, Page 586, Book 1567, Page 588, Book 1567, Page
590, Book 1567, Page 606, Book 1567, Page 608, Book 1570, Page
101, Book 1570, Page 103, Book 1571, Page 350, Book 1571, Page
353, Book 1573, Page 222, Book 1578, Page 763, Book 1581, Page
542, Book 1581, Page 651, Book 1582, Page 330, Book 1582, Page
332, Book 1584, Page 80, Book 1584, Page 82, Book 1584, Page 84,
Book 1584, Page 525, Book 1588, Page 499, Book 1589, Page 74,
Book 1591, Page 300, Book 1593, Page 235, Book 1593, Page 237,
Book 1596, Page 276, Book 1597, Page 649, Book 1600, Page 352,
Book 1603, Page 1;
Miscellaneous easements, and appurtenances therein,
described as being all easement conveyed to Grantor by deeds
recorded in Book 1527, Page 200 (located at northeast corner of
Lot 11, Block A, Forest Hills, on map recorded in Map Book 1953,
Page 121), Book 1536, Page 231 (at Park Avenue and Lakeside in
Forest Hills Subdivision), Book 1539, Page 719, Book 1540, Page
12 (five easements in School Acres Subdivision, Bellhaven Street,
Cedar Lane and Center Street), Book 1543, Page 475 (across City
of Raleigh land at Sunnybrook Road), Book 1571, Page 358 (located
at Lot 11, Block E, Lakeview Subdivision, as shown in Map Book
1955, Page 95, Book 1573, Page 222 (six easements east of N.C.
Highway 50, as shown on map by Sam Powell, RLS, dated January 23,
1963), Book 1536, Page 48, Book 1537, Page 159, Book 1537, Page
161, Big Branch, Book 1578, Page 763 (at Lot 9, Block 6, Forest
Hills Subdivision), Book 1580, Page 184 (at Lot 8, Block 6,
Forest Hills Subdivision), Book 1581, Page 542 (at Sunset
Avenue), Book 1581, Page 651 (at Cofield Alley), Book 1835, Page
691 (Vandora Village), Book 1836, Page 7 (Fowler Tract), Book
1990, Page 455 (E.P. Sauls Tracts, Vandora Avenue and Forest
Hills Subdivision), Book 1993, Page 42 (Stephens Tract, Vandora
Springs Road), Book 2351, Page 432, Book 2993, Page 527
(Westminster II Apts.), Book 3341, Page 80, Book 3364, Page 768,
Book 3708, Page 202, Book 3740, Page 351, Book 6650, Page 253
(Creech Road), and all rights -of -way, and appurtenances therein,
NU

BKO12224PGO0175
being described as all said rights of way conveyed to Grantor by
deeds recorded in Book 1567, Page 608 and Book 1570, Page 103
(Old Garner Road) and those easements recorded in Book 4328, Page
697, Book 4380, Page 872, Book 4391, Page 274, Book 4453, Page
103;
Easements, and appurtenances therein, pertaining to 1968
water line extensions, being described as all those easements
conveyed to Grantor by deeds recorded in Book 1835, Page 688
(Vandora Village), Book 1835, Page 684 (at Buck Branch), Book
1835, Page 691 (Vandora Village), Book 1836, Page 7 (Fowler
Tract), Book 1840, Page 301 (Vandora Village), Book 1844, Page
430 (Vandora Village), Book 1848, Page 169 (Springfield
Development Corporation), Book 1848, Page 635 (Woodland Road),
Book 1963, Page 416 (Lloyd Tract), Book 1981, Page 377 (Sunset
Acres), Book 1983, Page 5 (Buck Branch), Book 1988, Page 4C3 (The
Stephens Center, Inc.);
Easements, and appurtenances therein, associated with the
Heather Hills Pump Station, being described as all easements
conveyed to Grantor by deeds recorded in Book 2244, Page 66, Book
2254, Page 170, Book 2254, Page 174, Book 2254, Page 178, Book
2254, Page 180;
Easements, and appurtenances therein, pertaining to the
Cloverdale Outfall, being described as all easements conveyed to
Grantor as recorded in Book 2198, Page 3, Book 2203, Page 259,
Book 2207, Page 148, Book 2207, Page 591, as modified by that
deed of correction recorded in Book 2283, Page 401, Book 2211,
Page 395, Book 2211, Page 398, Book 2218, Page 569, Book 2224,
Page 237, Book 2229, Page 251, Book 2376, Page 546, Book 2378,
Page 429, Book 2379, Page 311, Book 2382, Page 399, Book 2382,
Page 402, Book 2384, Page 692, Book 2384, Page 695, Book 2384,
Page 698, Book 2387, Page 464, Book 2390, Page 98, Book 2390,
Page 101, Book 2391, Page 536, Book 2392, Page 69, Book 2392,
Page 266, Book 2392, Page 691, Book 2395, Page 177, Book 2395,
Page 626, Book 2424, Page 333;
Easements, and appurtenances therein, pertaining to the
Sycamore Drive Sewer Outfall, being described as all those
easements conveyed to Grantor recorded in Book 2018, Page 371,
Book 2018, Page 373, Book 2018, Page 375, Book 2018, Page 377,
Book 2018, Page 379, Book 2018, Page 381, Book 2023, Page 87,
Book 2028, Page 147, Book 2032, Page 275, Book 2032, Page 291,
Book 2033, Page 201, Book 2040, Page 491, Book 2067, Page 488,
Book 2068, Page 167;
Easements, and appurtenances therein, associated with the
Hopedale Sewer Lines, being described as all those easements
conveyed to Grantor by deeds recorded in Book 2366, Page 676,
27

BKO12224PGO0176
Book 2366, Page 678, Book 2366, Page 680, Book 2373, Page 293,
Book 2373, Page 295, Book 2393, Page 495, Book 2397, Page 151,
Book 2397, Page 154, Book 2397, Page 157, Book 2400, Page 606;
Easements, and appurtenances therein, associated with Loop
Road Sewer Line, being described as all those easements conveyed
to Grantor by deeds recorded in Book 2827, Page 653, Book 2827,
Page 656, Book 2828, Page 201;
Easements, and appurtenances therein, associated with 1982
U.S. Highway 70 Sewer Project, being described as all those
easements conveyed to Grantor by deeds recorded in Book 3008,
Page 774, Book 3008, Page 776, Book 3011, Page 533, Book 3011,
Page 536, Book 3011, Page 538, Book 3011, Page 540, Book 3011,
Page 544, Book 3011, Page 546, Book 3011, Page 548, Book 3012,
Page 784, Book 3012, Page 786, Book 3026, Page 579, Book 3039,
Page 421, Book 3040, Page 805, Book 3062, Page 333, and
associated with 1987 U.S. Highway 70 Project recorded in Book
4174, Page 15, Book 4077, Page 16, Book 4649, Page 812, Bock
4649, Page 815;
Easements, and appurtenances therein, pertaining to the
water system in Greenbrier Subdivision, conveyed to Grantor by
deed recorded in Book 4343, Page 573, excepting from this
conveyance those lots described in said deed as Tracts 1-10,
being former well lots no longer used for utility purposes;
Easements, and appurtenances therein, pertaining to the
sewer system in Greenbrier Subdivision, lines in the public
streets as shown in the sewer construction survey prepared by
Municipal Engineering dated April, 1989, on file at the Garner
Town Hall, and the easements recorded in Book 4795, Page 11, Book
4795, Page 16, Book 4795, Page 18, Book 4795, Page 20, Book 4795,
Page 26, Book 4795, Page 29, Book 4795, Page 33, Book 4795, Page
36, Book 4795, Page 37, Book 4795, Page 39, Book 4795, Page 41,
Book 4795, Page 46, Book 4795, Page 50, Book 4810, Page 36, Book
4810, Page 42, Book 4820, Page 234, Book 4820, Page 236, and the
easement across Lot 121, Sec. 2, Greenbrier Subdivision, acquired
by Grantor by Judgment in Civil action 89-CVS-11581, as shown in
Memorandum of Action recorded in Book 4611, Page 646, and
recorded in Book 4620, Page 938;
The easements and appurtenances pertaining to the Mahler's
Creek Sewer Outfall, including easements recorded in Book 4328,
Page 680, Book 4328, Page 683, Book 4328, Page 694, Book 4346,
Page 619, Book 4356, Page 347, Book 4380, Page 872, Book 4400,
Page 932, Book 4400, Page 942, Book 4400, Page 945, Book 4836,
Page 922, and the easement acquired by Grantor by Judgment in
civil action numbered 89-10352, and described in Memorandum of
Action recorded in Book 4611, Page 645;

BKO12224PGO0177
Easements and appurtenances pertaining to the Curtis
Buffaloe Annexation, being described as all those easements
conveyed to Grantor recorded in Book 4507, Page 546, Book 4507,
Page 550, Book 4507, Page 554, Book 4507, Page 562, Book 4507,
Page 578, Book 4507, Page 558, Book 4507, Page 566, Book 4507,
Page 570, Book 4507, Page 574, Book 4511, Page 586.
Dote: Balance of this Page intentionally left blank.
w

BKO12224PGO0178
TO HAVE AND TO HOLD the above -described parcels, easements,
rights -of -way and other interests in real estate and all water
and sewer facilities therein and pertaining thereto, including
storage lagoons, treatment and pre-treatment facilities, tanks,
water mains and distribution lines, sewer mains, outfalls and
collection lines, pipes, drains, valves, fittings, buildings,
pump stations, lift stations, pumps, booster stations, and the
like, and any and all water and sewer facilities not otherwise
described in service as part of the Garner municipal water and
sewer utility systems as of March 1, 2001, and all rights,
privileges and appurtenances thereto pertaining, to the Grantee
in fee simple.
EXCEPTED FROM this conveyance are any and all parcels, if
any, neither used for water or sewer purposes (including
abandoned well lots or pump stations) as of March 1, 2001, nor
then held by Grantor for future water or sewer utility use.
GRANTOR COVENANTS AND WARRANTS that it is the sole owner of
the aforesaid said described real estate, easements, rights -of -
way and other interests in real estate, that it has the right to
convey the interests designated herein, and that it will forever
warrant and defend the title to the same against the lawful
claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the Grantor has executed and sealed
this Deed of Correction, nunc pro tunc, as of the day and year
first above written.
OF G`,�
AL
( CcFrp 3'r'ate Seal)
ATTEST:
L
Town Clerk
(SEAL)
30

BKO12224PGO0179
NORTH CAROLINA
WAKE COUNTY
This is to certify that on the <
tt day of November, 2005,
before me personally came Judith Bass, with whom I am personally
acquainted, who, being by me duly sworn, says that Samuel L.
Bridges is the Mayor of the Town of Garner and that she is the
Town Clerk thereof, the municipal corporation described in and
which executed the foregoing instrument, as a Grantor; that she
knows the common seal of said municipal corporation, that the
seal affixed to the foregoing instrument is said common seal, and
the instrument was subscribed thereto by the said Mayor, and all
of order of the governing board of said municipal corporation,
and that the said instrument is executed as the act and deed of
said municipal corporation.
Witness my hand and official seal, this the day of
November, 2005.
My Commission Expires
31
Notary
..........01-7
0 r
ry•�+p•!Iff ad 1 l0N �11`� r

BKO12224PGO0180
B40K:012224 PAGE:00149 — 901BO
Yellow probate sheet is a vital part of your recorded document.
Please retain with original document and submit for rerecording.
Wake County Register of Deeds
WAKE Laura M. Riddick
COUNTY Register of Deeds
NO0.i H CA0.OLINA
This Customer Group
# of Time Stamps Needed
This Document
New Time Stamp
# of Pages
22.004-1 /20M6

Documentation of Land
Condemnation by the State
of North Carolina (September
2, 2020)

LIIII IIII I I II III III I IIIIIIII I I II IIII III I III I II IIIIII II I III
NC DEPARTMENT OF TRANORTATIO
ATTORNEY GENERALS OFFICSPE
1505 MAIL SERVICE CTR
RALEIGH, NC 27699-1505
Ilb[iE4iFbi�'
9214 8901 0661 5400 0154 4389 60
RETURN RECEIPT (ELECTRONIC)
RUFFIN L. HALL, CITY MANAGER
CITY OF RALEIGH
222 W HARGETT ST # 2
RALEIGH, NC 27601.1316
..........................................................................................................................................................................................................................................................................
CUT I FOLU HERE
Zane 1
fi"X9"ENVELOPE
CUT! FOLU HERE
..................................................................................................................................................................................................................................................................................................................
CUT I FOLD HERE
IMpbCertifed6x5label v2016.09.29.91

JOSH STEIN
ATTORNEY GENERAL
September 2, 2020
CERTIFIED MAIL
Ruffin L. Hall, City Manager
City of Raleigh
Raleigh Municipal Building, 2Dd Floor
222 West Hargett Street
Raleigh, NC 27601
REPLY TO:
LISA B. FINKELSTEIN
ASSISTANT ATTORNEY GENERAL
TRANSPORTATION DIVISION
1505 MAIL SERVICE CENTER
RALEIGH, NC 27699-1505
919,707,4480
Re: NCDOT v. City of Raleigh, et al
Project No.35516.5.TA2; I.D No.R-2828; Parcel No.175
A.G. File No. TR-20-00556
Wake County File No. 20-CVS-8879
Dear Sir or Madam:
The Department of Transportation is affecting property by road construction in which
our title information indicates that you may have an interest.
The pleadings enclosed are intended to give you notice of a highway condemnation
action relating to this property. The enclosed instruments are a Complaint, Declaration of
Taking and Notice of Deposit, attached Exhibits, and a sketch of your property showing
thereon an illustration of the actual taking.
If this office can be of further assistance to you, please do not hesitate to contact us.
With Kind Regards,
Lisa B. Finkelstein
Assistant Attorney General
LBF/am
Enclosures
WWW.NCDOJ.GOV 114 W. EDENTDN STREET, RALEIGH, NC 27603 919.707-6400
P.O. BOX 629, RALEIGH, NC 27602-0629

STATE OF NORTH CAROLINA
COUNTY OF WAKE
DEPARTMENT OF TRANSPORTATION,
Plaintiff,
CITY OF RALEIGHI ET AL,
GENERAL COURT OF JUSTICE
SUPERIOR COURT DIVISION
CIVIL ACTION
FILE NO.
CIF �r' �_ + MAIL
Defendants. N.C. Gen Stat. § 1A-1, Rules 3,4
and § G.S. 136407
_ Alias or Pluries Summons*
Date last summons issued:_
*applicable only if checked
To: City of Raleigh, (by serving its City
Manager, Ruffin L. Hall)
Raleigh Municipal Building, 2nd Floor
222 West Hargett Street
Raleigh, NC 27601
A CIVIL ACTION HAS BEEN COMMENCED AGAINST YOU
You are notified to appear and answer the complaint as follows: (1) file the original of your written answer with the
Clerk of Superior Court of the county named above within twelve (12) months from the date of service hereof and (2) serve a
copy of your written answer upon the Department of Transportation in Raleigh, N.C. or its attorneys at the address listed
below. If you fail to answer the complaint the plaintiff will apply to the Court for the relief demandT the co plaint.
Joshua H. Stein, Attorney General Date Issued:` —
Martin T. McCracken, Special Deputy Attorney General
North Carolina Department of Justice Time Issued:
ATTORNEYS FOR PLAINTIFF DEPARTMENT OF TRANSPORTATION
1505 Mail Service Center
Raleigh, North Carolina 27699=1505
Telephone No. (919) 707=4480 Signatur6
Clerk
ENDORSEMENT t
THIS SUMMONS WAS ORIGINALLY ISSUED ON THE DATE INDICATED ABOVE AND RETURNED NOT
SERVED. AT THE REQUEST OF THE PLAINTIFF, THE TIME WITHIN WHICH THIS SUMMONS MUST BE
SERVED IS EXTENDED SIXTY (60) DAYS.
DATE OF ENDORSEMENT: TIME: a.m./p.m.
SIGNATURE:
CLERK/ASST.CLERK/DEPUTY CLERK
Project No. 35516.S.TA2
Parcel No. 175
*of R-2828
A.G. FILE NO. TR-20-00556

STATE OF NORTH CAROLINA GENERAL COURT OF JUSTICE
COUNTY OF WAKE SUPERIOR COURT DIVISION
CIVIL ACTION
-CvS-
DEPARTMENT OF TRANSPORTATION, L f "
Plaintiff,
v. COMPLAINT
CITY OF RALEIGH; and P� U `' R7 10 P 3: 3 I
UNITED STATES of AMERICA, through its Agency, U.S.
Environmental Protection Agency, � U,�•`;,
Defendants.
Now comes the Department of Transportation, plaintiff herein, and for its cause of action says and alleges:
1.
That the Department of Transportation is an agency of the State of North Carolina with its principal office in Raleigh,
North Carolina; and that it possesses the powers, duties and authority, including the power of eminent domain, vested in it by
the General Assembly of North Carolina.
2.
That pursuant to the authority vested in the plaintiff under the provisions of Chapter 136 of the General Statutes, and
pursuant to a resolution of the Board of Transportation duly passed, it is necessary to condemn and appropriate certain
property described in Exhibit "B", attached hereto, and made a part hereof, for public use in the construction of that certain
highway project described in Exhibit "C" attached hereto and made a part hereof.
3.
That the plaintiff and the defendants have been unable to agree as to the purchase price of the property herein
appropriated.
4.
That the property which is the subject of this action, the interest or estate acquired, and the area appropriated are all
described in said Exhibit "B".
5.
That the plaintiff is informed and believes, and alleges upon information and belief, that those persons whose names
and addresses are set forth in Exhibit "A", attached hereto and made a part hereof, are, insofar as the same can, by
reasonable diligence, be ascertained, the only persons who may have or who claim to have an interest or estate in the property
described 'in said Exhibit "B", and that said named persons are under no legal disability except as may be stated in said
Exhibit "A".
6.
That the plaintiff is informed and believes, and alleges upon information and belief that said property is subject only
to such liens and encumbrances as are set forth in Exhibit "A", attached hereto.
7.
That the plaintiff be granted a trial by jury on the issue of justcompensation.
WHEREFORE, plaintiff prays that just compensation for the appropriation herein set forth be deterrnined according
to [he provisions and procedures contained in Article 9 of trhapter 136 of the General Statutes and for such other relief as to
the Court may seem just and proper.
Project No.
35516.S.TA2
Parcel No.
175
I.D. No.
R-2828
A.G. FILE NO. TR-20-00556
JOSHUA H. STEIN
Attorney General
MARTIN T. MCCRACKEN
Special Deputy Attorney General
LISA B. FINKELSTEIN
Assistant Attorney General
North Carolina Department of Justice
1505 Mail Service Center 27 Raleigh, North Carolina 6994505
Telephone No. (919) 7074480

v
STATE OF NORTH CAROLINA 1 GENERAL COURT OF JUSTICE
COUNTY OF WAKE SUPERIOR COURT DIVISION
CIVIL ACTION
-CVS-
DEPARTMENT OF TRANSPORTATION,
Plaintiff,
v. j o P 3� 3 DECLARATION OF TAKING
} / C NOTICE OF DEPOSIT
CITY OF RALEIGH; ET AL %? P:K E GO • r "'
Defendants.
The plaintiff, Department of Transportation, declares as follows:
1.
That the Department of Transportation is an agency of the State of North Carolina with its principal office in Raleigh,
North Carolina; and that it possesses the powers, duties and authority, including the power of eminent domain, vested in it by
the General Assembly of North Carolina.
2.
That pursuant to the authority vested in the plaintiff under the provisions of Chapter 136 of the General Statutes, and
pursuant to a resolution of the Board of Transportation duly passed, it is necessary to condemn and appropriate certain
property described in Exhibit "B", attached hereto and made a part hereof, for public use in the construction of that certain
highway project described in Exhibit "C", attached hereto and made a part hereof.
3.
That the plaintiff and the defendants have been unable to agree as to the purchase price of the property herein
appropriated.
4.
That the property which is the subject of this action, the interest or estate acquired, and the area appropriated are all
described in said Exhibit "B".
5.
That the plaintiff is informed and believes, and alleges upon information and belief, that those persons whose names
and addresses are set forth in Exhibit "A", attached hereto and made a part hereof, are, insofar as the same can, by
reasonable diligence, be ascertained, the only persons who may have or who claim to have an interest or estate in the property
described in said Exhibit "B", and that said named persons are under no legal disability except as may be stated in said
Exhibit "A".
6.
That by voucher number 31553242, the plaintiff has this date deposited the sum of $1,162,850.00 with the Superior
Court of the county in which the action is pending as provided by G.S. § 136403(d), and the defendants herein may apply to
the Court for disbursement of said money as full compensation, or as credit against just compensation, to be determined in
this action.
7.
That the said interest and area as described in said Exhibit "B" are hereby appropriated and the said interest and
area, together with the right to immediate possession thereof, are hereby vested in the plaintiff, Department of Transportation.
Project No.
35516.S.TA2
Parcel No.
175
E.D.
No.
R-2828
A.G. FILE NO. TR-20-00556
JOSHUA H. STEIN
Attorney General
MARTIN T. MCCRACKEN
Special Deputy Attorney General
LISA B. FINKELSTEIIY
Assistant Attorney General
North Carolina Department of Justice
1505 Mail Service Center
Raleigh, North Carolina 27699-1505
Telephone No. (919) 7074480

NAMES
City of Raleigh
(by serving its City Manager,
Ruffin L. Hall) ......•
United States of America, through its Agency,
U.S. Environmental Protection Agency
(by serving the U.S. Attorney for the
Middle District of North Carolina,
Matthew G:T. Martin)
EXHIBIT "A"
ADDRESSES
Raleigh Municipal Bldg., 2"d Floor
222 West Hargett Street
Raleigh, NC 27601
•-- 101 South Edgeworth Street, 4`h Floor
Greensboro, NC 27401-6024
iJnited States of America, through its Agency,
U.S. Environmental Protection Agency,
(by serving the Attorney General of the
United States, William Barr) ------------------------------ Robert F. Kennedy Bldg., Ste. 5137
950 Pennsylvania Avenue NW
Washington, DC 20530
Department of Transportation----------------------------------------------------- Raleigh, NC
City ofGarner----------------------------------------------------------------------- Garner, NC
County of Wake--------------------------------------------------------------------- Raleigh, NC
DISABILITIES OF DEFENDANTS: NONE
LIENS AND ENCUMBRANCES:
All past and current Ad Valorem taxes owing and due the City of Garner and the County of Wake, if applicable.
The plaintiff is informed and believes, and so alleges upon information and belief, that the subject. property is
tax exempt.
Existing right of way for highway purposes -- Department of Transportation.
The plaintiff is informed and believes, and so alleges upon information and belief, that the subject property is
subject to a federal lien to the U.S. Environmental Protection. Agency as provided in 40 CFR 30.5354 as is
stated in the subject deeds found in Book 12224 at Page 149 and in Book 3682 at Page 272, Wake County
Registry,
Project No.: 35516.5.TA2
Parcel No.: 175
I.D. No.: R-2828
A.G. FILE NO. TR-20-00556

EXHIBIT "B"
DESCRIPTION OF SUBJECT PROPERTY:
Those certain lands lying and being in the St. Mary's Township, Wake County, North Carolina, and being more
particularly described as follows:
Being a 14.141-acre portion of that land described as "Tract 5" in a Deed of Correction dated November 8,
2005 from the Town of Garner to the City of Raleigh, and recorded October 19, 2006 in Book 12224, Page 149,
Wake County Registry. The property description of said "Tract 5" found on Page 156 contained in said deed is
hereby incorporated by reference.
Reference is made to the Special Warranty Deed dated March 20, 1986 to the Town of Garner, and recorded
March 21, 1986 in Book 3682, Page 272, Wake County Registry. The property description contained in said
deed is hereby incorporated by reference.
Also, being that land identified as Tax PIN No. 1628259668 (REID No. 0047931) containing approximately
601.300 acres and described as "DOWD LD" and has an address of 8828 Wrenn Road in Garner, NC, as is
shown in the Wake County Tax Office,
INTERE5T OR ESTATE TAKEN:
Fee simple title to right of way, and a temporary construction easement to continue until the completion of the
project, at which time said temporary construction easement will terminate. The underlying fee owner retains
the right to continue to use the temporary construction easement area(s) in any manner and for any purpose,
including, but not Iimited to, access and parking, which is not inconsistent with the reasonable use and
enjoyment of the easements by the Department of Transportation, its successors and assigns.
Access is controlled by the Department of Transportation as is indicated by control -of -access (C/A) lines on the
plan sheets attached hereto and there will be no access to, from, or across the areas within the control -of -access
(C/A) lines to the main traffic lanes, ramps, or approaches over or from the property abutting said highway right
of way.
AREA TAKEN:
That area sufficient to acquire for Department of Transportation Project 35516.S.TA2 the right of way shown
over and upon Parcel 175 on Plan Sheets 28, 29 and 30 of the above -mentioned project, plus such additional
area as indicated as temporary construction easement on said plan sheets. The aforesaid plan sheets are attached
hereto for the purpose of identification of the areas taken and for no other purpose. Said areas taken will be
more specifically described on the plat provided for in G. S. 136406. .
Project No.: 35516.S.TA2
Parcel No.: 175
I.D. No.: R-2828
A.G. FILE NO. TR-20-00556

I
SUSAN BIGGERSTAFF
DB 8602 PC 2301
BM 1994 PC 287
17 \ �
%�x�x—x x
x_x�x x m
a 4 D %
pµpp.V FENCE
{_ ♦05.00
Q 300.00' LT
96.79' LT
\ NO FENCE
O
W Naj
0 OD —IK I NVA95.32
Z� %_D %—
j N '�3.9^ L-155.
ENO fENCE
+66.96 175 RT
/ vs�oo xr
GENERAL LEGEND
NBW RIGHT -OP -WAY ® IF
PERMANENT CONSTRUCTION BASEMENT —
PBRMANBNT DRAINAGE BASEMENT —PDF
PERMANENT DRAINAOB-UTILITY EASEMENT —DUE— 2111
PERMANENT BASEMENT —
PBRMANENT TRAIL BASEMENT NC DEPARTMENT
7993F PCR885PORTATION
PERMANENT UTILITY BASEMENT BM 1997 PC 772
TEMPORARY CONSTRUCTION BASEMENT �4V
TEMPORARY DRAINAGE BASEMENT W 683,65+,�,
m uM. NDRoARYY SLLO�P6EBASBMMBNT d' EI 2,122.822
w -BL- STA 370+63,10
TEMPORARY UTILITY BASEMENT PROJECT: R-2828 0/S 418*110 RT
AEELEV. 2
RIAL UTILITY BASEMENT DA
WBS: 355/G5.TA2 / BENCH TIEIN BASE
. N BR TREE BASEMENT OF 24 OAK
NOB
COUNTY: WAKE
CONTROLLED ACCESS PARCEL NO.: 175
EXISTING CONTROLLED AMESS
ALL SWROILS W LEGEND NAY NOT PERTAIN TO PARCEL CITY OF RALEIGH /
00�0�
CITY OF 49 RALEI
DB 12224 PG 149
TRACT 5
17
SHFEI NO.
DOCUMENT NOT CONSIDERED PINAI
UNLE88 ALL SIGNATURES COMPLETED
N
6ae�1
LNS
* LANDLOCKED PARCEL
EE SHEET 74 FOR -L• PROFILE
EE SHEET 2N•24 FOR •NW 60• ENVELOPE
1 EE SHEETS 2D•THRU 2D•9 FOR DITCH DETAILS
EE SHEETS S•K THRU S•X FOR BRIDGE PLANS
EE SHEET 2B• R BRIDGE PAVEMENT SKETCH

D
PROJECT REFERENCE NO.
0.AV SXEN NO.
SHEET NO.
17 /
CITY OF RALEIGH /
OS 12225 PG 149
TRACT 5
P0.0P.WW FENCE
\YJ PROP. VIW FENCE
GENERAL LEGEND
NBW RIGHT -OP -WAY
PBRMANBNT CONSTRUCTION BASEMENT
PBRMANBNT DRAINAGE BASEMENT
PBRMANBNT DRAINAGE -UTILITY EASEMENT
PBRMANBNT BASEMENT —PEKE
—
PBRMANBNT TRAIL BA86MBNT
PBRMANBNT UTILITY BA86MBNT
TBMPoRARY CONSTRVLTION BAeBMBNT
TBMPoRARY UTILITY EASEMENT
AERIAL UTILITY BA86MBNT
CID
— PROJECT: R-2828
— WBS: 355I65.TA2
— CWNIY: WAJCE
® PARCEL NO.: 175
CRY GF RALEIGH
BL-U2�'
N
176E 2Q
EAN BRYAN
OB 1551 PG Gil
BL-113Y.'i�
\
* LANDLOCKED PARCEL
SEE SHEET 76 FOR -L- PflOFI LE
SEE SHEETS 100 FOR-LFLYCC- PROFILE
SEE SHEETS 118 FOR-Y22SLIPRPB- PROFILE
SEE SHEETS 2D-9 THRU 20-16 FOR DITCH DETAILS
eL-nAiY,/j
\
°yOF
e i & SETSY NENDERSON�
F AMILY, LLC
MORRIG, ASHLEY CARLYLE JR
OB 1A220 PC 1353
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

EXHIBIT "C"
DESCRIPTION OF PROJECT 35516.5.TA2, WAKE COUNTY: TRIANGLE EXPRESSWAY
SOUTHEAST EXTENSION FROM EAST OF US 401 (FAYETTEVILLE ROAD) TO EAST OF I-40 IN
WAKE AND JOHNSTON COUNTIES.
Project No.: 35516.S.TA2
Parcel No.: 175
I.D, No.: R-2828
A.G. FILE NO. TR-20-00556

«,
Prepared by and hold for:
Brief Description for bldex:
Parcel Identifier:
Mail After Recording To:
STATE OF NORTH CAROLINA
COUNTY OF WAKE
WAKE COUNTY, NC 220
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED &RECORDED ON
07r13/2015 14:35:57
BOOK:016083 PAGE:01710 - 01732
Raleigh City Attorneys Office
Raleigh City Attorneys Office
Attn: Datuel F. McLawhorn
P.O. Box 590
Raleigh, NC 27602
DECLARATION OF RELEASE FROM 400 FOOT SETBACK REQUIREMENT
IN FAVOR OF 200 FOOT SETBACK REQUIREMENT
THIS DECLARATION OF RELEASE FROM 400 FOOT SETBACK
REQUIREMENT 1N FAVOR OF 200 FOOT SETBACK REQUIREMENT (this
"Declaration") is made this 25 day of June 2015, by Buffaloe Preserve LLC, with a mailing
address of 901-F Paverstone Drive, Raleigh, North Carolina 27615 ATTN: Richard
Stockett ("the Declarant").
WITNESSETH:
WHEREAS, The Declarant is the owner of property consisting of a 137.245 acre
parcel located on Wrenn Drive (State Road 2704) on the south side of New Bethel
Church Road at the intersection of Wrenn Drive and Magnolia in Wake County ("the
Property"); and
WHEREAS, the Declarant owns the Property in fee simple and intends to develop
the Property as a subdivision with approximately 901ots; and
WHEREAS, the Property is bounded on the south side by a property owned by
the City of Raleigh which holds Permit No. WQ0002708, a permit for land application of
treated waste water produced by the Benton Water Treatment Plant onto its property
issued by the Division of Water Resources of the N.C. Department of Environment &

Natural Resources Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh,
North Carolina 27699-1617 at Phone: [phone] \ Internet$
http://portal.ncdenr.org/web/wq; and
WHEREAS, the dividing line between the Property and the City of Raleigh's
property is Beasley Creels, a tributary of Swift Creels; and
WHEREAS, the permit issued to the City of Raleigh by the Department of
Environment & Natural Resources requires a setback of 400 feet from any habitable
residence and the irrigation sites, consistent with the requirements of Title 15A North
Carolina Administrative Code Chapter 2H Section 200; and
WHEREAS, the setback provisions formerly set forth in the 15A NCAC 2H.
Section 200 rules now appear at 15A NCAC 2T .0506 and (d) of that rule reads: "(d)
Setback waivers shall be 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;" and
WHEREAS, Beasley Creek is a part of the Swift Creek watershed and is subject
to a 100 foot riparian buffer on each side of the creek for part of its run and a 50 foot
riparian buffer on each side of the creels for the remainder of the run separating the two
properties; and
WHEREAS, 15A NCAC 2T .0506 required a 150 foot setback between the
irrigation sites and its property boundary when the waste water application site was first
permitted and Raleigh continues to maintain that setback distance in conformity with its
Permit and the regulation; and
WHEREAS, the City of Raleigh positioned its irrigation sites so that no site was
closer than 50 feet to the riparian buffer and 150 feet from the dividing line between its
irrigation sites and the Property (see Exhibit B); and
WHEREAS, the Declarant agrees to a setback waiver of 200 feet so that the
existing setback distance of 200 feet as measured from the City's presently permitted
irrigation sites can remain in place without being relocated or any additional limitation on
Declarant's use of the Property area within the 400 foot setback; and
WHEREAS, the Declarant is willing to establish the Setback Waiver according to
terms herein set forth.
NOW, THEREFORE, to facilitate issuance of applicable permits and certificates
for the improvements of the Property, and for other valuable consideration, the Declarant
does hereby DECLARE THAT THE PROPERTY SHALL BE SOLD, CONVEYED,
TRANSFERRED, LEASED, AND USED SUBJECT TO THE FOLLOWING
DECLARATION OF RELEASE FROM SETBACK REQUIREMENT.
2

l . Incorporation of Recitals. The foregoing recitals shall constitute an integral part of
this Declaration, and this Declaration shall be construed in light thereof.
2. Release from 400 foot Setback and Establishment of 200 foot Setback. The
covenants release the parties hereto, and their successors, from the requirement for a 400
foot setback from any habitable residence and the irrigation sites of the City of Raleigh,
as permitted on the date of this Declaration of Release from Setback Requirements, and
the area of the Property north of the riparian buffer for Beasley Creek and parties hereto
further agree to maintain a 200 foot setback between the City's irrigation sites and the
area of the Property outside the riparian buffer for Glenn Creek. The City further agrees
to maintain its irrigation sites in conformity with the requirement in its Permit for a
setback between its irrigation fields and the property boundary of 150 feet.
3. Covenants Running_ With Land. The covenants contained within this Declaration
shall run with the land and the titles to the Property, and shall inure to and be for the benefit
of the owners of the Property and the Easement, their tenants, employees, licensees,
customers, business invitees, successors, heirs and assigns, and the rights and obligations
created hereby shall not terminate in the event of merger of title. Any conveyance of the
Property, or any portions thereof, shall be subject to the covenants contained in this
Declaration. Any grantee from Declarant, or their successors, heirs or assigns, by recordation
of a deed or other instrument of transfer or conveyance, shall be deemed to have assumed the
obligations under this Declaration with respect to the Property.
TO HAVE AND TO HOLD the Declaration of Release from Setback
Requirement, running with the land, for the respective purposes enumerated above, unto
the Declarant, its successors and assigns, in perpetuity.
IN WITNESS WHEREOF, the Declarant has caused this Declaration to be duly
executed under seal, the day and year first above written.
STATE OF NORTH CAROLINA
COUNTY OF WAKE
DECLARANT,
Buffaloe Preserve, LLC
A North Molina limi�� liability company
0

I certify that the following person(s) personally appeared before me this day,
either being personally known to me or proven by satisfactory evidence (said evidence
being ), acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated. Richard H. Stockett Member -Manager of Buffaloe Preserve, LLC, a
North Carolina limited liability company_
Date: L U ;�
Printed Name:
My commission expires: J=� wiW
CK�7
TH CAROLINA
0
on the day of
h, with whom I am
• • •
• -• • •• �°
•••. • • •�
• •. • •• •
• • •
WITNESS my hntwff and official seal, this the
(SEAL-ST
Notary lic:
Pri Name of Notary:.
Commission Expires:
[official
CITY ACKNO
= �otae Cac�tyXp�igs
b
.N►V Co�2120120� `�`c\;
ti
//OMII "Q
OAT HC
20010, before me
personal cquainted, who, being by
Treas r and Charles C. Meeker is the
r ation described herein and which
s
in
ethe corporate seal of said municipal
rument is said corporate seal, and
bd thereto by the said City Clerk and
order of the governing body of said
i the act and deed of said municipal

ID'.'
J

Beverly haves Perdue
Governor
J. Russell Allen —City Manager
City afl2aleigh
P.D. Box 590
Raleigh, NC 27602
Dear Mr. Allen;
ix::,
4.
��." :�
� ! � �
�-
� - r
November 7, 2012
CJee Freeman
Secretary
Subject: Permit No. WQ0002708
Wrenn Road WWTF
Wastewater Irrigation System
Wake County
In accordance with your permit mizaor modification .request received March 21, 2012, and
subsequent additional information received June 8, 2012 ar�d August 23, 2012, we are forwarding
herewith Permit No, WQ0002708 dated November 7, 2012, to the City of Raleigh far the conversion and
operation of the subject wastewater treatment system to a water treatment residuals sedimentation and
irrigation facilities. '
The modifications to the subject permit are as follow:
� .Modifications to the existing facility including replacernertt of irrigation pumps and pump
station building, installation of vaxiable frequency drives acid new electrical components,
. modifications of piping and flow measurement at the pump station, replacement of
flow control and measurezriient install � rie the sputter box,_installation of_weix gates for
disinfection s stern, ie air ofeoncr
, of a lagoon baffle curtain, replacement and
.removal of existing gate valves near lagoons and around pump station, replacement and
removal of zone control valves, installation of a new wireless irrigation control system;
� Re-evaluation and re -calculation of annual irrigation leading �•ates and wetted areas;
Please note that once the new waste stream has been monitored for one year at tho
frequency specified in Attachment A (monthly}, the 1'ermittee ;:nay subrzait a permit •
modification request to reduce the frequency of the effluent monitoring provided that
consistent characteristics of the waste stream have been established with no potential
impact on groundwater standards,
Please note that on August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain
Government Approvals Affecting the Development of Real Property Within the State," was enacted by
the General Assembly and signed into law, 'The Act, known as the Permit Extension Act of 2009, extends
the expiration date of certain government approvals and permits, In addition, Session Law 2010-177
extended the Act by another year. Permit No. WQ000270$ falls within the scope of this Act and is
AQUIFER pRO7ECTIQN SECTION
7636 Mait Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N, Salisbury 5t., Raleigh, North Carolina 27604
phone: 919�167.64641 FAX: 949.6t)7-6496
Internet: wv.^ra.ncwateraualitv.om
Art Equal OpportuNly4AfgnnaiiveAclion Employer
�r � 't ..(y q* .'
ally: �. _ .
I��i`�ia�a�olirri
V . .. �..S.�1tG �.5�f Y�,y&�' tf k' i I

of
Mr. Allen
November 7, 2012
Page 2 of2
thexefore being extended until Apri130, 2015. A renewal application must still be submitted six months
in advance of the extended expiration date.
This permit shall be effective from tlae date of issuance until Apri130, 2015, shall void Permit No.
WQ0002708 issued May 26, 2006, and shall be subject to the conditions and limitations as specified.
therein, Please pay particular attention to the monitoring requirements fisted in Attachments A, It
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.
For youx convenience, customized electronic copies of your facility's NDMR, and NDAR-1
reporting forms are available for download at: hip://portal,nedenr.nr/y�eb/wq/aps/iau/reporting.
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, INC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
One set of epproved plans and specifications is being forwarded #o you, If you need additional
information concerning this permit, please contact Chonticha McDaniel at t919) 8074337 or
chonticha.mcd aniel@ncdenr. gov,
Sincerely,
lChAsWekild; P.11:.
cc: Wake County Health Department
RnIeigh Regional Office, Agtiifer.Protectinn Section
Erika Bailey, PE fort HDR Engineering, Inc. of the Carolinas (3733 National Dr., Raleigh, NC 27612.4845)
Permit pile WQ0002708
Notebook pile WQ0002708

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEIPARTMCNT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGII
WASTEWATER IRRICGATION SYSTEM PERMIT
Sn accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations .
PERMISSSON SS HEREBY GRANTER TO
pity of �t.a�eigh
Nuke County
conversion and operation of the existing wastewater treatment facility to a 704,6i8 gallon per day (GPD)
water treatment residuals sedimentation and irrigation facility consisting of;
a clay"lined gravity thickening lagoon; a liquid sodium hypochlorite disinfection system; an. irrigation
pump station with four 1,574-gallon per minute pumps; a solid set irrigation system covering
approximately 268.68 acres of wetted area; and all associated piping, valves, instrumentation,: controls,
and other appurtenances
fo serve the sedimentation blotivdown waste stream from the D.E. Benton Water Treatment"Facility, with
no discharge of wastes to surface waters, pursuant to the application received March 21, 2012, and
subsequent additional infortnation ieceived by the Division of Water Quality, and in conformity with the
protect plans, specifications, anid 6their supporting data sibsequen y fileii dnd approved liy tlia.__
Department of Environment and Natural Resources and considered a part of this permit,
This permit shall be effective from the date of issuance until April 30, 2015, shall void Permit No.
WQ0002708 issued May 26, 2006, and shall be subject to the following specified conditions and
limitations:
1• Sri accordance with 1SA NCAC 02T A116, upon completion of eonsttvction and prior to operation of
this petmitied facility, a certification (attached) shall be submitted from a licensed Notth Carolina
Professional Engineer c6rtifying that the permitted facility has been installed in accordance with this
pennit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable, If this project is to be completed in phases and
been completed, Mail the Certification to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 2'7699-1636.
WQ0002708 Versicn 2.1
She11 Version 12D72G.
T i yr�•1f ...
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2. The Raleigh Regional Office, telephone number (919) 7914200, shall be notified at least 48 hours in
advance (excluding weekends and holidays) of operation of they installed facilities such that an in -
place inspection can be made. Notification to the Aquifer Protection Section's regional supervisor
shall be made from 8:00 a.m. until 5:00 p,m. on Monday through Friday, excluding State Holidays.
3. 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 .0105(d) requires an updated site map to be submitted with the permit renewal
application.
L 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.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of is facility.
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,
4. Effluent quality shall net exceed'the lirnitatians specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
6. The cotpliance boundary for the disposal system shall he specified iu accordance with 15A NCAC
02L .0107(b), This disposal system. was individually permitted on ar after Deceanber 3Q, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143�215.6A through 143w215.6C.
7, in accordance with 15A NCAC 02L ,010$, the review boundary id established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106,
$, The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of properly affecting a compliance boundary.
9. in accordance with 15A NCAC 02L A107{d}, no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
A 107(g).
WQ00427t18 Version 2.1
Shell Vexslon 120726
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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
Wake 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 operatioarof water supply wells within the compliance boundary; and
a 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.
11. The.facilities permitted herein shall be oonstructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
IL Any private or public water supply source: 100
100
ilia Surface waters:
Iv. Any well with exception of monitoring wells: 100
v. Any property line: 150
A. Public right of way: 50
b. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
V Any well with exception of monitoring wells; 100
ii. Any property line: SO
III. OPERATION AND MAINTENANCE REQ1U MENTS
I The facilities shall be pxoperlymaintained and operated at all times: -The facilities shall'be-effectively
maintained and operated as a nonAlscharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2, Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non�discharge facilities, in accordance with ISA 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 specifted in the
previously cited rules.
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.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause pending or runoff.
WQ0002708 Version 2.1 Shell Version 120726 Page 3 of 10
xi try to zG}'�
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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 Iive years, and shall be made
available,to the Division upon request.
7. Only effluent from 'Wrenn Road W WTF shall be irrigated on the sites listed in Attachment B.
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
�. Public access to the gation sites and wastewater treatment facilities shall be prohibited. .
10. The residuals g®nested 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 1$A NCAC 02T .0508.
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities.is
prohibited.
12, Freeboard in the lagoon shall net be less than two feet at any time,
13. A gauge to monitor waste levels in the lagoon shall be provided. This gauge shall have readily visible ,
permanent markings, at inch or tenth of a foot increments, indicating the following elevations:
maximum liquid level at the top of the temporary liquid storage volume; minimum Ifquid level at the
bottom of the temporary liquid storage volume; and the lowest point on top of the clam.
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible,
><y. 1V1f:U1'�'i'm1ftI1�TC Al'+iA 1�1.'t7f2.TiNG R�t,�"tJ[I1Ja + �
1. Any Division xegttired 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,
2. Per 15A NCAC 021-T .0$00, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Plow through the treatment £acility shall be continuously monitored, and daily £law values shalt be
reported on Form NDM.It. .
The Permittee shall install and maintain an appropriate ftow 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 Pennittee 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,
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
WQ0002708 Version 2.1 Shell Version 120726 Page 4 of 10
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5. 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 sit6 listed in
Attachment >34
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,
6, Freeboard (i.e,, waste level to the lowest embankment el®vation) in the lagoon shall be measured to
thed nearest inch or tenth of a foot, and recorded weekly, Weekly freeboard records shall be
maintained at the facility for a period of no Iess than five years, and shall be made available to the
Division upon request.
7. Three copies of all monitoring data (as specified in Conditions IV.3, and IV.4.) on Form NDMIt for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
1V,6) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month,,monitoring reports are
still required documenting the absence of the activity. All information shall be submitted to the
following address:
Division of Water Qualify
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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 ttie resrdiials' disposal; or a'1'after "frtizr "a "municipality
agreeing to accept the residuals; .
c. Date the residuals were hauled; and
d. Volume of residuals removed.
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, Visual observations of the plant and plant site; and
o. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc,),
10. Monitoring wells shall be sampled at the
C. All.mantiiiYu. �vell_cnnslructiari fi�i•ir►s'
and for the parameters specified in Attachment
WQOp02708 Version 2, I Shell Version I20726
Page 5 of 10

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 thetlast
working day of the month following the sampling month. The Compliance Monitoring Form0(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 o£ Water Quality
information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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
13. Noncompliance Nn#ilication;
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919} 791-
4200, as soon as possible, but in no case more than 24 hours, or on .the next working day following
the occurrence or lust knowledge of the occurrence of any of the following.
a. Aay occurrence at the facility resulting in the treatment of significant amounts of wastes that is
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, bonding 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 bivision's Emexgency
i(esponse personnel at telephone number (800) 662-79562 [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 be taken to ensure the problem does not recur.
INSl'ECTiU1V�.
1. Inc Permittee shall provide adequate inspection and maintenance to etxsure proper operation of the
wastewater treatment and irrigation facilities.
WQ0002708 Version 2,1 .
Shell Version 120726 Page 6 aP 10

Vi.
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 bnvironment, 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 trade available to the Division upon request.
3, Any duly authorized Division representative tray, upon presentatiun of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein a# any reasonable time for the purpose of determining compliance with this permit',
onditions of this
may inspect or copy any records required to be maintained under the terms and c
permit, and may collect groundwater, surface water or leaehate. samples,
GENERAL CO,�IDiTIOi�IS
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.
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.
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
truction or operation of the permitted facilities are
variances to applicable rules governing the cons
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
,0105(n),
4, The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
ies
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agenc
(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 1SA NCAC Chapter 4
_.; ..
and under the Division's General Permit NCO010000 any requirements pertaining to i retlan sun der
15A NCAC 0213 .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
56 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 official
on
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.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
in.
facilities permitted here
7. The 1?etmittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050);
$, This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole nr part for the requirements listed in 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 I SA NCAC 02T ,0120(b).
WQ0002708 Version 261 Shell Version 120726 Page 7 of 10

10. The Perznittee 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 per►nit pursuant to 15A
NCAC 02T .0105(e)(3),
Permit issued this the 7day ofNovember 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
w
�,. ,earl rtkild; Director
DiviFlom of Water Quality
By Authority of the Environmental Management Commission
Permit Numb& WQ0002708
WQ000270r; Version 2.2 Shell Version 120726
1'a�e 8 of 10

Permit No. WQ0002'708 Spray Irrigation System
City of Raleigh November 7, 2012
Wrenn Road WWTF Wake County
ENGINEERING CMinIFICAxION
❑ Partial LJ Final
In accordance with 1SA NCAC 02T .OI16, I,
as a duly registered Professional Engineer in the State of North Carolina, having the Permiftee's
authorization to Cj periodically © weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Avision approved plans and specifications, and other supporting documentation,
❑ Any variation to this permit, the L)ivisien approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Perinittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description cif any variations: '
Professional Engineer's Name
Engineering Firm
Mailing Address
City
I`
Telephone f &mail
State : Zip .... _...
THE COMPLETED ENGINEERING CERTI£`ICATXQN, INCLUDING ALL SUPPORTING
INFORMATXON AND MATERIALS, SXXAI.,L BE SENT TO TI3� T+OLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATUItAT, RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
Ey„IJ,S. Postal Service: EY Courier/Special Delivery:
1636 MAIL, SERVICE CENTER 512 N. SALISI3UR ST.
ItAL,EIGH, NORTH CAROLINA 276994636 RALEIGH, NORTH CAROLINA 27604
WQ9002708 Version 2.1 Shell Version 120.726 PA Page 9 of 10
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aT,Ta, la
at
ATTACEWENT A^L ATIONS AND MoN ORING REQUnMIENTS
16e.."
4,,1'
y <'" 3P-NY 001- Effluent
It 1i7 y. 7. .�'i �. �.Ve
` i 1
EFFLUENT CI R�.CT3IIZISTICS
E I.i3E1rIT LIMITS
MONITORING REQU=MEPNTS
PCSCode
Od310
00916
00940
31516
50050
00927
00610
00625
00620
. -: ...
00400
Parameter Description
13flD, 5-Day (20 Deg_ C)
Calcium, Total as Ca
- �- } _
Chloride (as Cl)
CoIiform Fecal MF, M-FC Broth,/ldazal
44.5C
Flow, in conduit or thra treatment plant
Magnesium, Total (as Mg)
Nitrogen, Ammonia Total (as N)
.
Nitrogen, Kjeldahl, Total (as N)
Nitrogen, Nitrate Total (asN)
-_
pH
Units of
Measure
mg�l
m
mg/
gpd
mgR
mg/I
mgll
mgll
� ..
MonthlyAverage
r,
..
704,618
.
`" '... 1
;,
_t. _.._ ..
::
Months Geometric
Mean
f,; .
=
-,..
Izlf
;.. .
..._.., .., . ' _..
DailyMiuimum
—
_.._ , .
,-...-, >:
DayMasimuuL
-11
-
amTTa Ial
TIl
M
l.
a,rIa
,
Measurement
requency
M oathl Y
Monthly
3 X year
Monthly
aa
Continuous
Monthly
MonihIy
Monthly
MotLtlily
Monthly
Sample
Type
(, ra$
`
Grab
Grab
Grab
Recorder
Grab
Grab
Grab
Grab
laIa
00931
00924
70300
00530
Sodium Adsorption Ratio
-
Sodium, Total (as Na)
Solids, Total Dissolved-1&0 Deg.0
Sofids, Total Suspended 1'
ratio
mg
mg
,.: _. - ..
_
-
.._ _ _ .._
n
F
r
+
aa
all
MontfllY
Monthly
3 x year
Monthly
Grab
Grab
Grab
1. 3 x Year monitoring shall be conducted is March, July & Novembar__.
`a a
.
�`.. WQ0002708 VersLon 2. i uY:. Attachment A
Page 1 of2

kTTACB3MW R - APPROVED LAND APPIACAUON SES AND MUTATIONS Permit Number: WQ0002708
My of Raleigh - Wrenn Road WWTF
Version: 2.1
IRRIGATION
AREA
TNk 012MATION
APPLICATION I.11d
UATIONS
Field
Owner
County
Latitude
Longitude
Net
Acrea
Dominant
Parameter
JE£ourlp
Yesrlp
01A
CityQi Race
Wake
35'38'09
a 35'15"
78°3525
19.6Q
SoSeries
y/Dothan
[F7uffay
t}1284-NonDisehargeApplictionRatet.11
Rate
Max
26,0
units
mates
01B
Cify E7fRaleigit
Wake
35°38'lI"
_..
78 "
16_I8
li?othan
101284 -1Jon-DischargeApplication Rate
{1.13
269
Satcites
02A
City Of Raleigh
Wake
3P37'56"
7$a35'08"
2024
Appnnorl
01284-NonDisc eApplication
aeWedowee/Cecl
36.7
incites
02B
City OfRaleigh
Waite
35037'60"
78035216"
20.15
A'p'lin
Wedowee cectl
Q1284 - Non`Dischar g e Application Rate
0.13
28.9
incites
03A
Ci Of
tl Raleigh
Wake
o
35 38'10"
78�34`49
2338
-
A wee/C
WedoweelCect7.
-
02284 - Noni3ischarge Application Rate
0.16
423
incites
03B
City Of Raleigh
Wake
35°3T57"
78°34'57"
16071
Agpltttgf Wedowe&Cecii
01284 -Non Dscharga APPi lteation Rate
0.17
44.1
inches
04A
City Of Raleigh
Wake
35°38'33"
78°34'40"
21.87
HelenafVance
01284 -Non-Discharge Application Rate
0.16
41.4
inches
04I3
City OfRaleiglz
Wake
35'38'31"
7r3,446v
15AO
IieIcnafYance
� Q1284-NonnDfischatgeApplication Rate
0.18
05A
City Of Raleigh
b
Wake
35°38S5"
....
78.`34'41" '
20.Q5
Fugaay/Dathan
07284 -Non-Discharge Appliction Rate
403
inches
0.15
29.0
inches
05B
City Of Raleigh
Wake
359846"
78°34'4Q" .
20.47
�
Wedowee(Ceeil
01284 -Noa Disc h� Application Rate
nm
0.18
39.0
inches
06A
City Of Raleigh
Wake
35038'47"
78034'4$"
1918
Helenaf Vance
-
01284 - Non Dischazge Application Rate
0.18
41.3
inches
06B
City Of Raleigh
Wake
35038'54"
78,0.3447
I8 25
Helna/Vanee
01284AIMNonnDis Application Rate
0.18
39.7
inches
7A
City Of Raleigh
Wake
35°38'28"
7$°35`I4"
1$_69
APP
-
01284-Non-Disc e Application Rate
0-16
4I.7
inches
07B
City
Wake
35°3839"
78'34S8"
18.51
APP }
Wedowee/Cecil
01284 - Non-Dischar eApplication
$ Rate
Q.I$
43.9
itches
Totals
268.68 :
1

.1 i VIR�,I m,
GRfDI11+i13WATl1R CHAI2ACTI:RISTies
?CS Code Parameter Description
82546 Water Ievel, distance from measuring point
00400 pal
31616 Coliform, Fecal MF, M-FC Brotb,443C
70300 Solids, Total Dissolved- I80 Deg.0
00680 Carbon, Tot Organic (TOC)
00940 Chloride (as Cl)
I�LCDrl�Tol�IrrG �C�I+�rlTs
Frequency Measurement �MeFotnotes
3 X year 2.3, 7
3 X year
2,73X year1, 73 X year, 73Xy� 6, 73 X yearI, 3
I S.J 3 X year
Grab 1, 7
00620 Nitro -
gen, Nitrate Total as mg/1 3 X year Grab
1,7
78732 Volatile Compounds, (GC/MS)
m9/1 Annually
Grab
_
x Year monitoring shall be conducted in March, Iuly & November; Annual monitoring shall be conducted every November:
2. The measurement of water levels shall be made prior to purging the wells: The depth to water is each well shall be in from the surveyed point on the top of the casing. The measurement
of pH shall be made after puging and prior to sampling for the remaining parameters
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points {tots
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D2 PQL at O3 µg/L or less
b. Standard Method 62IOD, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 •ug/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used roust meet the following qualifications:
EL A laboratory must be DWQ certified to run any method used,
b. The method used must, at a minimum, include all the constituents listed in Table VM of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 pg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of DS µg/L must be qualified (estimated) and reported.
5. Lf any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Raleigh Regional. Office Aquifer Protection Supervisor, tel
(919) 79I 4200, must be contacted immediately for further instructions regarding any additional follow-up analyses required ephone number
6. If TOC concentrations greater than 10 mg/L are detected in any downgradieut monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds l
C concentration. Any exceedanees of this naturally occurring TOC O mglL, this concentration will betaken to represent the naturally occurring
7. Monitoring wells shall be reported consistent with the nomenclature TOcoitcentra`voa in the downgadient wens shall be subject to the additional sampling and analysis as described above.
and locatian information provided in Figure I and this attachment
WQ0002708 Version 2.1 Attachment C
m
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t. TOO .
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City of Raleigh
Wrenn Road
Spray Irrigation
System Modifications

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BUFFALOS PRESERVE LLC
LEGEND DB12998 PG2414
PIN# 1628-03-41-9913
PROPERTY BOUNDARY REID# 0170683
- - - PROPERTY SETBACK
----- STREAM SETBACK
NOTE: PROPERTY BOUNDARY IS BASED
i
/ o
ON THE STREAM CENTERLINE ice ZONE oe
PER DEED, BOUNDARY SHOWN /
/ oNE
IS BASED ON MOST RECENT /
58
SURVEY FOR BUFFALOE /
PRESERVE IN 2008.
BUFFALOE PRESERVE LLC
DB12998 PG2411 j
BM2008 PG 438-9 / o.
PIN# 1628-01-18-5682 I
REID# 0009670
/
ONE 7A
/
/
ZONE 7A
/ CITY OFRALEIGH
/ DB12224 PG149
/ PIN# 1628-01-25-9668
/ REID# 0047931
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EXHIBIT DATE
HABITABLE RESIDENCE SETBACK WAIVER
REQUEST PERMIT WQ 0002708
FIGURE
CITY OF RALEIGH, WRENN ROAD SPRAY IRRIGATION FACILITY
4/2015

NORTH CAROLINA
• •.•
It is part of the recorded document and must be submitted with the original for re
egister of Deeds
Wake County Justice Center
300 South Salisbury Street, Suite 1700
Raleigh, NC 27601
❑ New Time Stamp
❑ Additional Document Fee
this Customer Group
# of Time Stamps Needed
❑ $25 Non -Standard Fee
❑ Additional Reference Fee
%� # of Pages

Engineering Plans

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4
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0
Raleigh
PROJECT LOCATION
Location Map
HDR Enginering Inc.,
of the Carolinas
F)J 555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
ISSUE DATE DESCRIPTION
40
,aaw
a�tC"'
City of Raleigh Wrenn Road Facility
IRRIGATION FACILITY REPERMITTING
Project No. 10273665
8828 Wrenn Road, Raleigh, NC 27529
February 2021
PROJECT MANAGER C. BROWN, PE
DESIGN ENGINEER S. BLACK, PE
PROJECT NUMBER 10273665
Sheet Index
SHEET #: SHEET NAME:
1 COVER SHEET
2 RFC ROADWAY PLANS COVER SHEET (NOT PREPARED BY HDR. INCLUDED ONLY FOR REFERENCE.)
3 RFC ROADWAY PLANS SHEET NO. 28 (NOT PREPARED BY HDR. INCLUDED ONLY FOR REFERENCE.)
4 RFC ROADWAY PLANS SHEET NO. 29 (NOT PREPARED BY HDR. INCLUDED ONLY FOR REFERENCE.)
5 RFC ROADWAY PLANS SHEET NO. 30 (NOT PREPARED BY HDR. INCLUDED ONLY FOR REFERENCE.)
6 WRENN ROAD SPRAY IRRIGATION SYSTEM IMPACTED IRRIGATION ZONES
7 WRENN ROAD IRRIGATION ABANDONMENT CAP LOCATIONS
8 CITY OF. RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD THRUST BLOCKING VIEWS
9 CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES THRUST BLOCKING DESIGN QUANTITY TABLE
\0
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY REPERMITTING
FILENAME
F)l
SHEET
COVER

DocuSign Envelope ID: 8CEF54D4-C664-4A04-9225-A6BE285C80E2
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See Sheet I A For Index of Sheets
See Sheet I For Standard Symbology
NORFOLK
- SOUTHER n
RAILROA
N RFOLK 1004
SOUTHERN E. GARNER137
n
LAKE , ` �� / ` 1r . RAILROAD ' RD n /
WHEELER
FAYETTEVI BUS 7
BU
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II ,
II
J T MBER
D
-HWY 5
/ 2711 BENSON 'l
AVERSBO
I I, RD.
NORFOLK SOUUTHERTHER
SN
RAILROAD � \ ' ` nY
�. 1006 i
OLD 1
( STAGE BRD. LAKE `V
BENSON I
I NEW BETHEL
YETTECHURCH RD. 7�
FAVI , HWY 50 I END `/ 70WY
137l$EGIN
RD.
5 ;- �'
LAKE7-� r BENSON PROJECT H 70
HEE R RD. I/ P OJ/x T
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1010
TENTENRD.
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I/J I-00
BROWN
101D/5�
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SOUTHERN 10110
ILROAD CLEVELAN
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FANNY JORDA � � m C VELd
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o S DL
RD i «I
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a
o 110
OLD
STAGE B HWY 42
VICINITY MAP (NOT TO SCALE)
BEGIN TIP PROJECT R-2828
-L- STA. 500 + 00.00
BEGIN CONSTRUCTION
\-L- STA. 499 + 67.43
NORFOLK
SOUTHERN
P
HOLLY SPRIN
NC-540
BEGIN BRIDGE
Ir STA. 502 + 65.6 7
BEGIN CONSTRUCT
y
� O
N
END BRIDGE
-L- STA. 503 + 93.03 b
r
END CONSTRUCTION
-Y16- STA. 25 + 57.00 0
PANTHER
BRANCH 10
7 8 9 FF_
WAKE
� JOHNSTON CO UNTY
LOCATION.- TRIANGLE EXPRESSWAY SOUTHEAST EXTENSION FROM
EAST OF US 401 TO EAST OF I-40
TYPE OF WORK: DESIGN -BUILD AS SPECIFIED IN THE SCOPE
OF WORK CONTAINED IN THE REQUEST FOR
PROPOSALS
RFC
ROADWAY
PLANS
SUBMITTAL: X-213R4
DATE: 09-28-2020
END CONSTRUCTION
-Y17- STA. 65 + 72.00
-Y17-
SR 1006
OLD STAGE
RD.
r2
u
-Y18- STA. 40 + 33.00
iEGIN BRIDGE -L-STA. 828 +
L- STA. 657 + 31.48 END CONSTRUCTION
-L- POT Sta. 666 + 25.19 BK = -Y19- STA. 36 + 50.00
L- POT
Sta. 666 + 25. 00 AH
END
-Y21-
CONSTRUCTION
STA. 61 + 60.00
BEGIN CONSTRUCTION _Y18- JUNIPER
-Y17- STA. 20 + 50.00
SR 2725 BRANCH N
HOLLAND LED
L TA 66�+ 04.36 -Y19-
-Y16- STA. 4 + 77.96 O CHURCH RD. SR 2727
CLEARING ON THIS PROJECT SHALL BE PERFORMED v 0 SA ULS
TO THE LIMITS ESTABLISHED BY METHOD III. RD'
THIS IS A CONTROLLED ACCESS PROJECT WITH
ACCESS BEING LIMITED TO INTERCHANGES.
D. CREEK
BEGIN CONSTRUCTION BEGIN CONSTRUCTION �O
-Y18- STA. 9 + 07.00 -Y19- STA.13 + 05.21 N�
BEGIN BRIDGE
-L- STA. 861 + 04.75
-Y21-
HWY 50
BENSON
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>o
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-Y20-
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CREEK
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20 21 22_ 2/
GUFFY _-7
BRANCH END BRIDGE
-L- STA. 756 + 75.96
BEGIN CONSTRUCTION
-Y21- STA.18 + 90.00
BEGIN CONSTRUCTION
-Y22SEC2- STA. 382 + 06.23
BEGIN BRIDGE
TO -L- STA. 932 + 25.71
Z------------
BENSON RD
-Y22B-
NEW BETHEL
CHURCH RD.
END BRIDGE
M
-L- STA. 923 +37.05�
CULVERT
2@9'x9' RCBC
STA. 915 + 2 3 ±
BEGIN BRIDGE
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CULVERT
14'x8' RCBC 3�
STA. 876+18±�
0"
2�'
tit
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STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N. (7".
R-2 82 8
STATE PROJ. NO.
F. A. PROJ. NO.
DESCRIIPTION
35516.3.GV1
NHP-0540(043)
DESIGN -BUILD
35516.2.3
35516.2.TA1
NHP-0540(043)
NHP-0540(043)
R/W
R/W
END TIP PROJECT R-2828
LJL \i! V V!L t V i L\ V V l i %JA
H L-STA. 968 + 50.00
-Y22-
I-40 O
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03
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-- T 1Vi71
END BRIDGE SEL
-L- STA. 934 + 72.71 53
52
5A
50
END CONSTRUCTION
r EY10- STA. 77 + 67.29
-Y22SEC2- STA. 477 + 22.89 BK =
c°�' -Y22- -Y22SEC3- STA. 75 + 39.92 AH
I-40 END CONSTRUCTION
,01 -Y22SEC3- STA.105 + 05.04
--LFLYCC- STA. 28 +34.47 BK =
-Y22FLYCC- STA. 31 +32.00 AH
BEGIN rf)VVTRITrTrnV
LFLYCC- STA.
END BRIDGE
y -L- STA. 869 + 30.00
\ END BRIDGE
-L -STA. 838 + 28.46
PROPOSED TRAFFIC
SIGNAL
ALL BEGIN/END BRIDGE
STATIONS ARE TAKEN FROM CL
LANE � BL_�J- THE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepored ;n mR'SP USA e Office °` HYDRAULICS ENGINEER �vonCARo`
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
"
434 NAYE'1"1'E�'ILLE STREET
SUITE 1500-N-
TEL: � ••"���"••. � �
EALEIGH NC 27601 � .• �F E S S Ip� •�� 9 ��'
ADT 2 018 - NA 1.919.836.40 9
PAX:1.919.836.4099 � • SEAL
Q � �
50 25 0 50 100 LENGTH OF ROADWAY PROJECT R-2828 = 8.055 Miles LICENSE N°.E-°165 - 043232
ADT 2 04 0 = 5 3 ,4 OO FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION i S• �y OO ��
-.9990 D H V = 12 % 2018 STANDARD SPECIFICATIONS DocuSigned by: `.�� No N e e�,••P Q �O
PLANS LUJ�01 9�1.a�,arjXSio•••.......�o ♦♦ �o
D = 65 % LENGTH OF STRUCTURE PROJECT R-2828 = 0.562 Miles SIC I.� goa_ P'E'�I'f /IIg�$�2020
50 25 0 50 100 T = 11 % RIGHT OF WAY DATE: RON 99
PEELLE THIGPEN, PE ROADWAY DESIGN ���alncnAn�g°"°
V = 75 MPH TOTAL LENGTH OF TIP PROJECT R-2828 = 8.617 Miles NOV. 30, 2018 J c�����N.••••.R��,�'m �Q
ENGINEER FEssio
z 4�!-
PROFILE (HORIZONTAL) *(TTST 4 + DUAL 7) - ' SEAL�'9`
10 5 0 10 20
LETTING DATE: HOLLY C H RI ST E N B U RY, PE ®� _: 33290 i
FUNCTIONAL CLASS: RODGER ROCHELLE, PE PROJECT DESIGN ENGINEER 'GO�:•�'VG�NEEQ;;'Q�/<
DocL;�DR5F447
ed by:
-.99111110111111 NCDOT CONTACT: TURNPIKE AUTHORITY -CHIEF ENGINEER, N OV. 30, 2 018
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FREEWAY INNOVATIVE DELIVERY
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CITY OF RALEIGH
DB 122 4 PG 149
TRACT 5 I
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LEGEND
t
Proposed ROW
— - Proposed ROW 50 ft. Setback
Irrigation Zones
County Boundary
QProperty Boundary
® Impacted Irrigation Area
Impacted Irrigation Zones
Zone 2A
Zone 3B
0 Miles 0.25 Ma •
ANE
w
F) I
HDR Enginering Inc.,
of the Carolinas
i5 FAYETTEVILLE
rREET, SUITE 900
ALEIGH, NC 27601
19.232.6600
C.B.E.L.S. License Number F-0116
\ \0�0®�
a
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0'
1/
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Raleigh
sr£by
0-3.
ft
RENN ROAD SPRAY
RIGATION
'STEM IMPACTED
RIGATION ZONES

.n 12 ,PSG
0
Lat: 35 37 56.49382
Long: 78 34 53.86674
WGS84
/
Lat: 35 37 50.84269
• • 3 • • • • ......K, Long: 78 35 06.05535
'' •.
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41
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250
500 Feet
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HDR Enginering Inc.,
of the Carolinas
0
6%a s a
00
555 FAYETTEVILLE
STREET, SUITE 900
`` y
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a a-• '}' r s '�
RALEIGH, NC 27601
a ti
919.232.6600
Raleigh
x -` w
N.C.B.E.LS. License Number F-0116
e°'® { � o• }Q&a' j /�
°a �7C P
February 26, 2021
WRENN ROAD IRRIGATION
ABANDONMENT CAP LOCATIONS

THRUST BLOCKING
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1. CONCRETE 5HALL BE 3000 P51
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2. CONCRETE 5HALL NOT CONTACT 150LT5 OR ENDS OF
r = O
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MECHANICAL JOINT FITTING5.
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3. TRENCHE5 SHALL CONFORM TO STANDARD DETAIL
FTI
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W-3 . 0
90
BEND
4. SEE STANDARD THRUST BLOCK TABLE5, W-10 THRU
W- 1 1, FOR AREA OF CONCRETE REQUIRED.
t"
5. ALL BENDS AND INTER5ECTION5 SHALL HAVE
CONCRETE THRUST BLOCKING.
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HDR Enginering Inc.,
of the Carolinas
I
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555 FAYETTEVILLE
`��NO�
STREET, SUITE 900
RALEIGH, NC 27601
/
919.232.6600
Raleigh
N.C.B.E.L.S. License Number F-0116
February 26, 2021
STANDARD THRUST
BLOCKING VIEWS

REACTION BEADING AREA5 FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
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3
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3
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2
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25
5
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10
41
5
REACTION BEARING AREAS ARE IN SQUARE
FEET MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 900 TO THE
THRUST VECTOR.
USE G" - 90 BEND VALUE FOR
HYDRANTS FOR ADDITIONAL DWG. NO.
SAFETY FACTOR. W_ 1
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THDU5T BLOCKING DESIGN
QUANTITY TABLE
REVISIONS
DATE
REVISIONS
DATE
w.C.
G-23-99
F)l
HDR Enginering Inc.,
of the Carolinas
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555 FAYETTEVILLE
�0;:
STREET, SUITE 900
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RALEIGH, NC 27601
919.232.6600
Raleigh`'
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N.C.B.E.L.S. License Number F-0116
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February 26, 2021
THRUST BLOCKING DESIGN
QUANTITY TABLE

Engineering Specifications

SECTION 33 31 14
SANITARY SEWER SYSTEM
PART 1 - GENERAL
1.1 SECTION INCLUDES
it
41 't.
6 � �
ft. W
.p ef_ g
Y .0 g4�Cn^O 1
��. ® �,CpL
03, 1 -J, 7-1
A. Work under this section includes, but is not limited to, piping and appurtenances for a complete
sanitary sewer collection system.
1.2 REFERENCES
A. Publications are referred to in the text by basic designation only.
1. American Water Works Association (AWWA)
a. C104, Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water
b. C110, Ductile -Iron and Gray -Iron Fittings, 3 inch through 48 inch, for Water and Other
Liquids
c. C153, Ductile -Iron Compact Fittings, 3 inch through 16 inch, for Water and Other
Liquids
d. C600, Standard for Installation of Ductile Iron Water Mains and Their Appurtenances
1.3 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle pipe fittings in accordance with manufacturer's recommendations.
PART 2 - PRODUCTS
2.1 DUCTILE -IRON PIPE
A. Pipe and fittings shall conform to the following requirements:
I. Size shall be as indicated on the Drawings.
2. Minimum pipe pressure class shall be 150 for pipes 6-inch to 12-inch diameter.
3. Suitable for a system working pressure of 150 psi for force mains.
4. Cement -mortar lined with seal coat in accordance with AWWA C104 for pipes smaller than
12-inches.
5. Provide mechanical joint fittings, unless noted otherwise on the Drawings.
B. Fittings for ductile -iron pipe shall conform to AWWA C110, or C153 and to the following
requirements:
1. Joint type shall be as specified above for the supplied ductile -iron pipe.
2. Fittings shall be made of ductile -iron.
2.2 THRUST BLOCKING
A. Provide concrete thrust blocking for pressure lines in accordance with the detail on the
Drawings.
PART 3 - EXECUTION
3.1 DEMOLITION
A. Saw cut section of existing pipe to provide clean joint to attach DIP cap.
3.2 GENERAL
A. Pipe installation shall meet the following general guidelines:
1. Lay pipe in the presence of Engineer, unless specifically approved otherwise.
2. Handle pipe and accessories in accordance with manufacturer's recommendations. Take
particular care not to damage pipe coatings.
HDR Project No.10273665 CITY OF RALEIGH February 2021
Wrenn Road Permit Modification
SANITARY SEWER SYSTEM
3331 14 - 1

3. Carefully inspect pipe immediately prior to laying. Do not use defective pipe. Replace pipe
damaged during construction.
4. Lay pipe to grade and alignment indicated on the Drawings.
5. Provide proper equipment for lowering pipe into trench.
6. Provide tight closure pipe ends when work is not in progress.
7. Keep pipe interior free of foreign materials.
8. Do not lay pipe in water or when the trench or weather conditions are unsuitable for the
work.
9. Clean bell and spigots before joining. Make joints and lubricate gasket in accordance with
pipe manufacturer recommendation.
10. Block fittings with concrete, or restrained as indicated on the Drawings or as required to
prevent movement.
3.3 RELATION OF WATER MAINS TO SEWERS
A. Lateral Separation: Lay water mains at least 10 feet laterally from existing and proposed sewers.
Where existing conditions prevent a 10-foot lateral separation, the following shall be followed
with approval of the Engineer:
1. Lay water main in a separate trench, with the elevation of the bottom of the water main at
least 18 inches above the top of the sewer.
2. Lay water main in the same trench as the sewer with the water main located at one side on a
bench of undisturbed earth, and with the elevation of the bottom of the water main at least
18 inches above the top of the sewer.
B. Crossing Separation: Lay bottom of water main at least 18 inches above the top of the sewer.
Where existing conditions prevent an 18-inch vertical separation, construct both the water main
and sewer of ferrous materials and with joints that are equivalent to water main standards for a
distance of 10 feet on each side of the point of crossing.
C. Crossing a Water Main Under a Sewer: When it is necessary for a water main to cross under a
sewer, construct both the water main and the sewer of ferrous materials and with joints
equivalent to water main standards for a distance of 10 feet on each side of the point of crossing.
A section of water main pipe shall be centered at the point of crossing.
3.4 SEWER PIPE
A. Lay sewer pipe to true lines and grades by using laser beam equipment or other acceptable
means.
B. Minimum Separation Distances:
1. In general, 100-foot horizontal separation from wells or other water supplies. If sewer pipe
is installed within 50 foot of a public well or water supply or 25 foot of a private well or
water supply, ferrous pipe must be used. Manholes shall not be located within 50-foot of a
public well or water supply or 25 foot from a private well or water supply.
2. 24-inch vertical separation from storm sewers or ferrous pipe shall be used.
3. For separation from water mains see paragraph 3.02 above.
3.5 DUCTILE IRON PIPE
A. Install pipe in conformance with AWWA C600 and the following:
1. For laying pipe in a vertical or horizontal curve, each full length pipe may be deflected by
the following offset distance unless the pipe manufacturer's recommended distances are
less:
a. Push -on joint
1) 3 to 12-inch pipe: 14-inch offset
2) 14 to 36-inch pipe: 8-inch offset
b. Mechanical joint
1) 3 to 6-inch pipe: 20-inch offset
2) 8 to 12-inch pipe: 15-inch offset
3) 14 to 20-inch pipe: 8-inch offset
HDR Project No. 10273665 CITY OF RALEIGH February 2021
Wrenn Road Permit Modification
SANITARY SEWER SYSTEM
333114-2

4) 24 to 36-inch pipe: 6-inch offset
2. For laying restrained joint pipe in a vertical or horizontal curve, except for horizontal
directional drills (HDD), each full length pipe may be deflected by the following offset
distance:
a. 6 to 12-inch pipe: 11-inch offset
b. 16 to 20-inch pipe: 7-inch offset
c. 24 to 30-inch pipe: 5-inch offset
d. 36-inch pipe: 4-inch offset
e. 42 to 48-inch pipe: 1 '/4 -inch offset
3. For laying restrained joint pipe in a vertical or horizontal curve, except for horizontal
directional drills (HDD), each full length pipe may be deflected by the following offset
distance:
a. 6 to 12-inch pipe: 11-inch offset
b. 16 to 20-inch pipe: 7-inch offset
c. 24 to 30-inch pipe: 5-inch offset
d. 36-inch pipe: 4-inch offset
e. 42 to 48-inch pipe: 1 '/4 -inch offset
4. The Contractor shall verify the offset distances specified are acceptable with the pipe
manufacturer prior to installation.
5. Carrier pipe of any joint type may not be deflected.
3.6 COMPACTION
A. Backfill excavation with suitable material and compact.
END OF SECTION
HDR Project No. 10273665 CITY OF RALEIGH February 2021
Wrenn Road Permit Modification
SANITARY SEWER SYSTEM
333114-3

Engineering Calculations

Wrenn Road Spray Irrigation Facility 1=30�
Appendix G - Modified Irrigation Flow Calculations
23 Feb 21
Previous Irrigation Modified Irrigation Modified Irrigation
Field Area (ac) Area (ac) Yearly Max Application (incheslyear) Flow (gpd)
1A
19.60
19.60
27.31
39,812
1 B
16.18
16.18
28.23
33,977
2A
20.24
13.33
37.65
37,334
2B
20.15
20.15
30.90
46,311
3A
23.38
23.38
43.37
75,434
3B
16.71
9.74
44.22
32,039
4A
21.87
21.87
42.27
68,771
4B
15.40
15.40
42.16
48,304
5A
20.05
20.05
29.34
43,762
5B
20.47
20.47
40.43
61,567
6A
19.18
19.18
42.58
60,759
6B
18.25
18.25
41.89
56,867
7A
18.69
18.69
42.89
59,634
7B
18.51
18.51
44.19
60,845
Total Acres:
268.68
254.80
Total Irrigation Flow Rate:
725,417
Total Wrenn Road Facility Influent:
662,216
'Highlighted fields have had the acreage reduced.
"'The difference between the Total Irrigation Flow Rate and the Total Wrenn Road Facility Influent is the estimated volume of
natural input for the two storage lagoons, calculated as part of the original permit application in 2011.
ge®OWget,%
¢�� atea see✓..»�'.w
41
03.19.--I

Wrenn Road Facility Site
Map

1
2
3
0
5
0
7
H
(!D
HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 02/2412021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT MANAGER
C. BROWN, PE
DESIGN ENGINEER
S. BLACK, PE
CHECKED BY
J. LANGSTON, PE
DRAWN BY
C. GIGLIOTTI, EIT
PROJECT NUMBER
10273665
I.NNI.N
Oi.
CITY OF RALEIGH
WRENN ROAD
ATTACHMENT G
PROJECT NO.
10273665
INDEX OF DRAWINGS
GENERAL:
SHEET 1 OF 11
SHEET 2 OF 11
SITE WORK:
SHEET
3
OF
11
SHEET
4
OF
11
SHEET
5
OF
11
SHEET
6
OF
11
SHEET
7
OF
11
SHEET
8
OF
11
SHEET
9
OF
11
SHEET
10 OF 11
SHEET
11
OF 11
COVER
TABLES & LEGEND
SPRINKLER SYSTEM -PLAN A
SPRINKLER SYSTEM -PLAN B
SPRINKLER SYSTEM -PLAN C
SPRINKLER SYSTEM -PLAN D
SPRINKLER SYSTEM -PLAN E
SPRINKLER SYSTEM -PLAN F
SPRINKLER SYSTEM -PLAN G
SPRINKLER SYSTEM -PLAN H
SPRINKLER SYSTEM -PLAN I
NOTE: THESE DRAWINGS ARE PREPARED IN SUPPORT OF THE PERMIT APPLICATION
FOR THE WRENN ROAD SPRAY IRRIGATION SYSTEM (PERMIT NO. WQ-0002708). THESE
DRAWINGS ARE NOT PART OF THE DESIGN DRAWINGS AND ARE PROVIDED FOR
REFERENCE ONLY. THE SPRINKLER LAYOUT AND PIPING ARE BASED ON AS -BUILT
DRAWINGS PREPARED BY MUNICIPAL ENGINEERING SERVICES CO., P.A. DATED
01/23/1986. SOIL INFORMATION OBTAINED FROM THE USDA WEB SOIL SURVEY. PARCEL
INFORMATION OBTAINED FROM THE COUNTY GIS SYSTEM. BUILDING FOOTPRINTS
TRACED FROM AERIAL IMAGERY. NOT SURVEYED.
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 1• 2,, FILENAME
SCALE � 1"= 500' (ON 24 x 36)
SHEET
COVER
0
U.
0

K
ID OWNER
DEED BOOK
DEED PAGE
PIN NUMBER
BUFFALOE PRESERVE LLC
12998
2418
1629518996
WHITE, MARY POWELL WARD WARD, ISABEL L
1629715058
B T & BETSY HENDERSON FAMILY LLC MORRIS, ASHLEYCARLYLE IR
14220
LM3
1628761326
BRYAN, JEAN BALL
7551
671
1628578153
SAULS, VALUE L HEIRS
06-E
2411
1628415674
N C DEPT OF TRANSPORTATION
7993
885
1628312508
KOTKOSKY, JOHN KOTKOSKY, ROBERTA
16749
1969
1628128699
ANDERSON, THOMAS P ANDERSON, MELISSA T
17221
1532
1628230133
BIGGERSTAFF, SUSAN ADAIR
8602
2301
1628135570
ELLEN, JOSEPH L
15126
494
1628048924
STEPHENSON, EDNA M
14-E
1814
1618958992
BAUMAN, BRYAN PAUL BAUMAN, MELODY OTUEL
17330
2785
1618969047
GRAYSON, KEITH S
10141
1306
1628060203
WRENCH, DAVID W WRENCH, DEBORA
6776
163
1618%7317
BUFFALOE PRESERVE LLC
12998
2411
1628075719
COCKS, JENNIFER ANNE COCKS, THOMAS HENRY
15735
2238
1629203686
BUFFALOE PRESERVE LLC
12998
2411
1628067677
BUFFALOE PRESERVE LLC
12998
24ll
1628076079
BUFFALOE PRESERVE LLC
12998
2411
1628066849
BUFFALOE PRESERVE LLC
12998
2411
1628067843
ROBUCK HOMES TRIANGLE LLC
17361
668
1628068996
BUFFALOE PRESERVE LLC
12998
2411
1628078226
SUFFALOE PRESERVE LLC
12998
2411
1629079087
BUFFALOE PRESERVE LLC
12998
2411
1628079411
ROBUCK HOMES TRIANGLE LLC
17361
668
1628170174
BUFFALOE PRESERVE LLC
12998
2411
1628170501
BUFFALOE PRESERVE LLC
12998
2411
1628171241
BUFFALOE PRESERVE LLC
12998
2411
1628170658
BUFFALOE PRESERVE LLC
12998
2411
1628172219
ROBUCK HOMES TRIANGLE LLC
17361
668
1628171WO
BUFFALOE PRESERVE LLC
12998
2411
1628172386
ROBUCK HOMES TRIANGLE LLC
17361
668
1628171951
BUFFALOE PRESERVE LLC
12998
2411
1628173426
ROBUCK HOMES TRIANGLE LLC
17361
668
1628181092
BUFFALOE PRESERVE LLC
12998
2411
1628173578
ROBUCK HOMES TRIANGLE LLC
17361
668
1628182143
BUFFALOE PRESERVE LLC
12998
2411
1628174744
ROBUCK HOMES TRIANGLE LLC
17361
668
162SM284
ROBUCK HOMES TRIANGLE LLC
17361
668
1628175808
STOKES, JOHNNIE C JR
175M
2313
1628183335
ROBUCK HOMES TRIANGLE LLC
17361
668
1628175937
DRIVER, CHRISTOPHER WILUAM DRIVER, CADY BEFH
17550
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1628183486
ROBUCK HOMES TRIANGLE LLC
17361
668
1628185076
ROBUCK HOMES TRIANGLE LLC
17261
1304
1628184527
HILSMAN, MATTHEW 1 HILSMAN, TRACIE L
17549
1098
1628186115
MEREDITH, CARLISLE F MEREDITH, THERESA M
17102
81
1628184679
MINES, MATTHEW JAMES MINES, BRITTANY KOUDER
17508
299
1628186244
KURIMSKY, LORI LYNN
17231
785
1622185810
TEYNOR, JEREMY LYNN TEYNOR, MICAH
17476
2082
1628186383
HIGH, DOUGLAS CARLTON HIGH, RUTH ANN
17208
2181
1628185961
MURRAY, CARMEN RACHEL MURRAY, DANIEL KEITH
17464
1193
1628187421
PADEN, ANTOINE PADEN, MELANY
17020
302
1628196002
JENKINS, RODNEYI CAPORICCIO, ANGIE L
17442
726
1628187550
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12998
2411
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KYPRIANOU, MICHAEL KYPRIANOU, KASEY LYN
17094
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WILSON, ROGER DEAN WILSON, CHERYL LYNN
16922
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1628293801
PLUMMER, ANGELA AMANCHUKWU PLUMMER, TYROME L
17198
2705
162828638
FEUSBERTO, RIGELMA CRUZ
170DO
2119
1628294809
COLLINS, NICOLE COLLINS, LANCEJOSEPH
17343
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1628188767
ARRIETA, JUAN C ARRIETA, LAUREN
16931
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GREENSHIELDS, GARY LGREENSHIELDS, MARTHA S
17069
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PITT, MICHAELC PITT, HEATHER M
16894
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1629205096
NEWTON, MICHAELNEWTON, SHARON
17044
1266
1628189935
CHATRAW, JOSHUA DAVID CHATRAW, TRACY LYNN
17174
834
1629207269
HARGROVE, ANTONIO HARGROVE, KIM CASSANDRA
17162
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17014
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MITCHELL, CHARLESIR MITCHELL, BERNICEC
17089
965
1628290187
BREED, DANIEL NOLAN BREED, KARI LAUREL
16965
213
1628291253
RULLMAN, KAREN A TRUSTEE THE KAREN A RULLMAN REVOCABLE TRUST
17215
1359
1628292239
CHANICE, LINDSAY NICOLE
17056
1224
1628293306
ALLEN, CLINTON LEMONDALLEN, ROBIN ANN
17138
1875
1628293472
MCEACHERN, FREDERICK D MCEACHERN, SELMA E
16946
1268
1628294448
HAFER, JORDAN SCOTT HAFER, AUSSA PATRICIA
16959
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REEVES, JONATHAN E REEVES, KRISTY B
17076
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PRIESKORN, SUZAN 1 PRIESKORN, MICHAEL K
17303
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2411
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CITY OF RALEIGH
17252
75
1628298678
HUDEL, CHRISTOPHER BENNETT-HUDEL, JULIE LYNNE
16914
2079
1628298936
PALMER, JOHN EDMUND III
17274
2417
1629300149
HARBAUGH, WILUAM BRADFORD HARBAUGH, ROBIN CAROL
16968
1621
1629302352
CLARK UTILITIES LLC
17129
629
1629300570
OGLETREE, ROBERTPHILIP OGLETREE, JILLHICKOK
16940
1645
1629303499
BUFFALOE PRESERVE LLC
12999
2411
1629302627
BUFFALOE PRESERVE, LLC
17046
295
1629305755
ROBUCK HOMES TRIANGLE, LLC
16632
2159
1629303891
BUFFALOE PRESERVE LLC
12998
241.1
1629318007
BUFFALOE PRESERVE LLC
12998
2411
1629316059
BUFFALOE PRESERVE LLC
12998
2411
1629410216
BUFFALOE PRESERVE LLC
12998
2411
1629413520
BUFFALOE PRESERVE LLC
12998
2411
162941971.5
BUFFALOE PRESERVE LLC
12998
2411
1629419919
COCKS, CHARLEST
15735
2238
1629423149
WAKE CNTY BOARD OF EDUCATION
13290
1118
1629438568
WHITE, MARY POWELL WARD WARD, ISABEL L
1629604691
RALEIGH CITY OF
12224
149
162825966E
KOZACK, WALTER&DIANE
17122
671
16281%153
LAMBETH, JOSHUA & LAURA
171U
124
1628196294
SMOOT, EDWARD B SMOOT, JULIA L
17142
2448
1628197364
ADOLPHSEN, JUUE M ADOLPHSEN, JOSHUA A
17088
1778
1628LO8451
VELASQUEZ, KELVIN DANIEL VELASQUEZ, PARIS BRIANNA
17000
692
1628199449
OWENS, STEVEN DARN ELL OWENS, ARLENE MARIE
16923
2209
1628290537
WELCH, JOSEPH J WELCH, JAMIE L
16986
2326
1629291625
SCHOONVELD, KATHLEEN MARY SCHOONVELD, WAYNE EVERTT
16950
1526
1628292713
HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, INC 27601
919.232.6600
3
Soil Type Legend
REID
AaA Altavista Fine Sandy Loam Oto 2%Slope PaD
129686
AmB Appling-Madboro Complex lto 6% Slope PaE
74244
APB Appling Sandy Loam 2to 6% Slope PbD
29998
AsA Augusta Sandy Loam 0 to 2% Slope RaA
92344
AuA Augusta Fine Sandy Loam 0 to 2%Slope RES
62399
Bb Bibb Sandy Loam 0to 2%Slope RgC
28
�,�1
123091
BbA Bibb Sandy Loam Oto 2%Slope RED
126363
CeB Cecil Loam 2to 6%Slope RkA
203M
CeC Cecil Loam 6to 10% Slope RnF
347209
CfC Cecil -Urban Land Complex 2to 10% RoA
188343
Ch Chewacla Loam Oto 2%Slope To
188346
ChA Chewacla and wehadkee Soils 0 to 2%Slope Ucc
188347
CoB Cowarts Loamy Sand 2 to 6% Slope UdE
M361
CoC Cowarts Loamy Sand 6to 10% Slope W
9670
DAM Dam WaB
L0766
DoA Dothan Loamy Sand 0 to 2%Slope WaC
163828
DoB Dothan Loamy Sand 6to 109A Slope WaD
163824
DUB Dothan -Urban Land Complex 0 to 6% Slope WaE
163823
FaB FaceviIIe Sandy Loam 2 to 651 Slope WeB
163822
L63821
FrB Fuquay Loamy Sand Oto 6% Slope WeC
163825
Full Fuquay- Urban Land Complex 0 to 6%Slope WeD
163818
GoA Goldsboro Sandy Loam Oto 2°%Slopes WeE
163926
GrC Gritney Sandy Loam 6to 109.E Slope WfB
163817
HeB Helena sandy Loam 2 to 6% Slope WEB
U53827
LyA Lynchburg Sandy Loam 0 to 2%Slope WgC
163816
NkB Nanki n Fine Sandy Loam 2 to 6% Slope WoB
163810
NoB Norfolk Loamy Sand 2 to 6% Slope WoD
4
Pacolet Sandy Loam 10 to 15%Slope
Pacolet Loam 15 to 25%Slope
Pacolet-Urban Land Complex 10to 15%S
Rains Sandy Loam 0 to 2 %Slope
Rawlings -Rion Complex 2to 6% Slope
Rawlings -Rion Complex 6to 10-6 Slope
Rawlings -Rion Complex 10 to 15%Slope
Riverview Fine Sandy Loam 0 to 2 %Slop(
Rion Sandy Loam 15 to 40%Slope
Roanoke Loam 0 to 2%Slope
Tomotley Sandy Loam 0to 2%Slope
Uchee Loamy Coarse Sand 6to 12%Slope
Udorthents Loamy Oto 25%Slope
Water
Wagram Loamy Sand 0 to 6% Slope
Wake- Rai esville Complex 6to 10% Slope
Wake-Rolesville Complex SO to 15%Slop
Wake -Rol esville Complex 15 to 25%51op
Wedowee Sandy Loam 2to 6%Slope
Wedowee Sandy Loam 6to 10%Slope
Wedowee Sandy Loam 10 to 15%Slope
Wedowee Sandy Loam 2to 6% Slope
Wedowee -Saw Complex 2to 6%Slope
Wedowee -Urban Land Complex 2 to 6%°-
Wedowee-Urban Land Complex 6to 15%
Wedowee Sandy Loam 2to 8%Slope
Wedowee Sandy Loam 8to 15%Slope
Wehadkee Loam o to 2%Slope
Well Location
Well ID
Latitude
Longitude
Latitude
Longitude
CDW W-1
N35° 38' 47.76"
W78' 35' 07.80"
35.646600
78.585278
CDW W-2
N35° 38' 10.68"
W78° 35' 37.32"
35.636300
78.593611
CIW-1
N35" 39' 01.08"
W78' 3W 49.08"
35.650300
78.580278
PMW-1
N35` 38' 54.53"
W78' 3W 31.35"
35.648481
78.575278
PMW-2
N35" 38' 59.34"
W78" 34' 51.27"
35.649817
78.580833
PMW-3
N35`38'27.71"
W78'35'22.14"
35.641031
78.589444
PMW-4
N35° 38' 21.26"
W78° 34' 39.14"
35.639239
78.577500
MW-1
N35' 37' 55.48"
W78° 35' 22.70"
35.632078
78.589444
MW-2
N350 37' 58.85"
W78° 35' 28.71"
35.633014
78.591111
MW-3
N35' 37' 44.98"
W78° 35' 00.76"
35.629161
78.583611
M W-8
N35' 37' 52.09"
W78° 35' 14.71"
35.631136
78.587500
LEGEND
MONITORING WELL 0MW-3
COMMUNITY IRRIGATION WELL 0CIW-1
PROPOSED MONITORING WELL a PMW-3
COMMUNITY DRINKING 0CDWW-2
WATER WELL
USDA SOIL TYPE WeE
USDA SOIL BOUNDARY GENERAL NOTES:
ABANDONED ZONE 1. SOIL INFORMATION OBTAINED FROM THE USDA WEB SOIL
SURVEY. PARCEL INFORMATION OBTAINED FROM THE COUNTY
GIS SYSTEM. BUILDING FOOTPRINT TRACED FROM AERIAL
PROPERTY INFORMATION 78 IMAGERY,NOT SURVEYED.
2. MW31S WITHIN THE LAND CONDEMNED BY THE STATE OF
PROPERTY BOUNDARY NORTH CAROLINA.
BUILDING FOOTPRINT -
2019 FLOOD PLAIN
PMOPt//Tf LINE
Exlh7'I4t[{ LOI.I'fOLLR
DUFFER LIMIT -
hYtiTEH ONIyIOFJ LINE
IFLTP.o-�rf<sr E°H
VIVI/>101.1 Llua:
ExIHfI1.IG 1REE Lute - -
6Y 171V Ih101-1 "���
PIPE
FULL GIRLLE hFW414LeR
%2 GI RGLE ZPRINKLER Jri
114 GIACI r: hI`WWKI_eM 1X%
SY pIVI5101J G'
I: w ce o;Z xr"cr :u.o
nG:EG 'i'✓ 12 W10IOE W :z10L1'-Y)
1-IE:W IZ WtOe he Rv ILB R r
W/m"h Op3a/E
r-xi4-n0& FARM ROAD YO es a�
INPROVer` TO IS'WIOE H/ N"
�<owe e.N E
1XJU6LE hrP.A1.1D ec+P,e.-WIRE-,s�-
IEEE
exlc,Yll.l& 13LILpINLr rB.R
Ya gE REMav Ep
is 6E GLFa0.Ep�
GLEPRIFI& LIMIT- •�����•
ew,w,H BN+P.IER :T" a^roil) WzoeD
DESIGN ENGINE
CHECKED
DRAWN
C. BROWN, PE
S. BLACK, PE
J. LANGSTON, PE
C. GIGLIOTTI, EIT
5
6 7
Raleigh
WRENN ROAD SPRAY IRRIGATION 0 1" 2" FILENAME
FACILITY SITE PLAN SCALE
C
C
W
N.C.B.E.L.S. License Number F-0116 I ISSUE 02DATE21 WRENN ROAD SP DESCRIPTIONN FACILITY REPERMITTING I PROJECT NUMBER 10193777
lks q f �,_
03. L9.21
SHEET
TABLES & LEGEND

HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 02/24/2021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT MANAGER
C. BROWN, PE
DESIGN ENGINEER
S. BLACK, PE
CHECKED BY
J. LANGSTON, PE
DRAWN BY
C. GIGLIOTTI, EIT
PROJECT NUMBER
10193777
GuN(4--
03. 1°I."2-i
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 1" T FILENAME
SCALE 1 1"=100' (ON 24 x 36)
SHEET
3 of 11

HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 02/2412021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT MANAGER
C. BROWN, PE
DESIGN ENGINEER
S. BLACK, PE
CHECKED BY
J. LANGSTON, PE
DRAWN BY
C. GIGLIOTTI, EIT
PROJECT NUMBER
10193777
01XIA ( -
03. I j.21
%0
0
\``0
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 1. 2" FILENAME
SCALE 11" = 100' (ON 24 x 36)
�9LI4tvl
4 of 11

HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 0212412021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BROWN, PE
DESIGN ENGINEER S. BLACK, PE
CHECKED BY J. LANGSTON, PE
DRAWN BY C. GIGLIOTTI, EIT
PROJECT NUMBER 10193777
`;/s
°,
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 1" 2" FILENAME
SCALE I 1"= 100' (ON 24 x 36)
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2" 6" y`. ♦r♦4uf tr• In• •f•nr• •R♦„♦♦♦ ` \ \ - •• �0'3„ ?„
GROUND EL=271:10'
_ _ _ 3 / IF2IR" „x. m" LeK 4„ 4 4 .3.- ►�: x 3,I 21I 2n \ •• 3„ ; .TOP PVC EL=272.63'
Ii
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WATER WELL
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USDA SOIL BOUNDARY
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PROPERTY INFORMATION
78
PROPERTY BOUNDARY
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IX
HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, INC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
03.1•j_Z(
1'4%'
1
\ t+
Raleigh
W R E N N ROAD S P RAY IRRIGATION
FACILITY SITE PLAN
PROJECT MANAGER
C. BROWN, PE
DESIGN ENGINEER
S. BLACK, PE
CHECKED BY
J. LANGSTON, PE
DRAWN BY
C. GIGLIOTTI, EIT
A 02/24/2021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT NUMBER
10193777�
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HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 0212412021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BROWN, PE
DESIGN ENGINEER S. BLACK, PE
CHECKED BY J. LANGSTON, PE
DRAWN BY C. GIGLIOTTI, EIT
PROJECT NUMBER 10193777
%/0`
10
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 i" 2^ FILENAME
SCALE 1 1" =100- (ON 24 x 36)
SHEET
7 of 11

HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 0212412021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMIITING
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BROWN, PE
DESIGN ENGINEER S. BLACK, PE
CHECKED BY J. LANGSTON, PE
DRAWN BY C. GIGLIOTTI, EIT
PROJECT NUMBER 10193777
W\v0-L—
G 3. 1 %. 21
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 1" 2" FILENAME
SCALE 1 1 " = 100- (ON 24 x 36)
SHEET
8 of 11

HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232.6600
N.C.B.E.L.S. License Number F-0116
A 02/24/2021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BROWN, PE
DESIGN ENGINEER S. BLACK, PE
CHECKED BY J. LANGSTON, PE
DRAWN BY C. GIGLIOTTI, EIT
PROJECT NUMBER 10193777
03. I I, z(
�%/d
7/
Raleigh
WRENN ROAD SPRAY IRRIGATION
FACILITY SITE PLAN
0 1" 2^ FILENAME
SCALE 11" =100' (ON 24 x 36)
SHEET
9 of 11

HDR Engineering,
Inc. of the Carolinas
555 FAYETTEVILLE
STREET, SUITE 900
RALEIGH, NC 27601
919.232,6600
N.C.B.E.L.S. License Number F-0116
PROJECT MANAGER
C. BROWN, PE
DESIGN ENGINEER
S. BLACK, PE
CHECKED BY
J. LANGSTON, PE
DRAWN BY
C. GIGLIOTTI, ER
A 02/24/2021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING
ISSUE DATE DESCRIPTION PROJECT NUMBER 10193777
%0
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` &'00
Raleigh
WRENN ROAD SPRAY IRRIGATION
CkxA('-- FACILITY SITE PLAN
03. 1-).'L�
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SCALE 1 1" = 1 00'(ON 24 x 36)
SHEET
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HDR Engineering,
Inc. of the Carolinas PROJECT MANAGER C. BROWN, PE 0/�
DESIGN ENGINEER S. BLACK, PE `�
555 FAYETTEVILLE CHECKED BY J. LANGSTON, PE `\�0
STREET, SUITE 900 DRAWN BY C. GIGLIOTTI, EIT
RALEIGH, NC 27601 ligh
919.232.6600
WRENN ROAD SPRAY IRRIGATION 0 1" 2" FILENAME SHEET
A 02/2412021 WRENN ROAD SPRAY IRRIGATION FACILITY REPERMITTING -
N.C.B.E.L.S. License Number F-0116 ISSUE DATE DESCRIPTION
PROJECT NUMBER 10193777
FACILITY SITE PLAN
SCALE 1" =100' (ON 24 x 36) 11 of 11
01. 1.). ZI

Wrenn Road Facility
Operation and Maintenance
Plan (Partial)

WRENN ROAD SPRAY IRRIGATION FACILITY
SPRAY IRRIGATION SYSTEM MODIFICATION
PERMIT NO. WQ 0002708
OPERATION AND MAINTENANCE PLAN
FEBRUARY 2021
00
00
0
1/
Raleigh

Purpose
The Wrenn Road Spray Irrigation Facility general Operations and Maintenance for the modified
field capacities are provided in this plan. This existing system will be operated in much the same
manner as before, but this amendment will include the modifications as part of this project.
Facilities
The facility consists of two 25-acre lagoons and the waste stream comes from the D.E. Benton
Water Treatment Plant (WTP). The waste stream consists of sedimentation blowdown and
dissolved air flotation (DAF) residual water from the D.E. Benton WTP.
The waste stream enters the site at the splitter box where a pH meter is located. Use of the lagoons
is alternated. One lagoon receives flow while the residuals in the other lagoon dry before being
removed. The irrigation pump station onsite contains four 100 horsepower vertical turbine pumps
that pump the water from the lagoons to the spray fields. A package hypochlorite disinfection unit
is located at the pump station and is utilized for disinfection as necessary prior to irrigation. The
spray field boundaries consist of 14 spray zones which previously covered 268.77 acres of woods
and grasses. Due to the construction of NC Highway 540, the 14 spray zones now cover 254.80
acres. A zone control valve is located at each zone and is controlled via remote control device. The
Administration Building houses the operator's office where operation and control of the facility
occurs.
One change is the amount of wastewater the facility will receive. The site is currently permitted to
accept up to 704,618 gallons per day from the D.E. Benton WTP when utilizing both lagoons. Due
to precipitation into lagoons, the field irrigation capacity is an estimated 767,819 gallons per day.
Due to the reduced available acreage for spray irrigation, the facility can now accept approximately
640,424 gallons per day of influent wastewater while utilizing both lagoons, resulting in a field
irrigation capacity of 703,625 gallons per day.
Operations
As stated earlier, the facility will operate much the same way as before. This amendment is
necessary to describe the changes which are part of this project. The following is a description of
how the facility operates. This description will follow the path of the wastewater as it flows through
the facility. The waste stream comes into the facility through the force main which enters at the
base of the splitter box on the west side of the lagoons. The flow control gates on the splitter box
shall be in the following position for normal operation. The gate of Lagoon 1 shall be in the fully
closed position to restrict water from entering and the Lagoon 2 gate shall be in the fully open
position. When Lagoon 1 is to receive flow, the gate of Lagoon 2 shall be in the fully closed
position to restrict water from entering and the Lagoon 1 gate shall be in the full open position. To
switch flow from one lagoon to the other, first, open the gate to the desired flow direction, then
2

close the gate to the other lagoon. The lagoon receiving flow shall maintain a minimum water
depth of three (3) feet.
Residuals removal shall be performed before the level of residuals reaches approximately three
feet deep.
The maximum water surface for Lagoon 2 is approximately 5 feet higher than the maximum water
surface for Lagoon 1. Gate valves at the discharge end of the lagoon are arranged such that flow
from Lagoon 2 can be routed to Lagoon I to achieve desired water levels.
Normal operation of the pump station will utilize water from either Lagoon 1 or Lagoon 2. The
valve from Lagoon 1 or Lagoon 2 to the chlorine contact chamber shall be opened before pumping
begins, depending on which lagoon water is desired to be pumped from.
Prior to irrigation, the following checks occur: (1) the distribution line valves shall be opened; (2)
pH level; and (3) the position of the lagoon valves.
Testing of the wastewater which will be entering the facility has shown that disinfection is not
required. It is recommended, however, that bacteriological testing be performed monthly to
determine if disinfection of the irrigation water is necessary.
While irrigation is occurring, the operator shall check pressure gauges to determine if spikes in
pressure, high or low, are occurring. Typical operating pressures are between 60 psi and 110 psi
depending on the pumping scenario chosen.
Also, while irrigation is occurring, the operator shall observe the spray zones. The operator shall
look for nozzles that are not operating properly and note them for repair. The operator should also
look for ponding or run-off. If ponding or run-off occurs, sprinkler nozzles in these areas shall be
reduced to a smaller size or removed. The operator shall also look for leaks in the piping during
these observations.
Maintenance
Maintenance of the facility is required to ensure efficient operation. The irrigation design has
accounted for a four -day per week irrigation schedule, which allows one day per week for
maintenance activities. If a power outage or equipment malfunction were to extend beyond this
allocation of time, the waste stream can be diverted to the Neuse River Wastewater Treatment
Facility. Visual inspection of the pump station is required prior to and during pumping operations.
Valves shall be exercised based on a frequency specified by the manufacturers. The meter vault
shall be visually inspected weekly to ensure ponding is not occurring.
Operator shall check chemical supplies weekly to ensure the proper amount is on hand for a
month's operation.
3

Safety Measures
Security of the facility is required to maintain the safety of operators and equipment. Public access
to the facility, including storage and irrigation facilities, shall be prohibited. A fence is located
along the perimeter of the facility, and facility personnel shall periodically monitor the fence line
for damages or missing pieces. Buildings shall remain locked at all times and shall only be
accessed by authorized personnel. If an employee notices a portion of the fence has been damaged
or is missing, or if a building or equipment has been tampered with, they are to report this finding
to the plant supervisor.
The operator should develop good working relations with the local police and fire departments.
The operator should discuss with members of each department contingency plans for emergency
operation and enlist their aid in developing a comprehensive program for emergency
preparedness. The duties of each department should include the following:
Police Department:
1. Critique existing treatment plant security measures.
2. Make routine checks of the treatment plant.
3. Notify treatment plant operator in the event of a street spill of hazardous material.
4. Be prepared to assist during emergencies within the treatment plant.
Fire Department:
1. Routinely check firefighting equipment within the facilities and inspect facilities for
potential fire hazards.
Spill Prevention
The operation permit defines the standards that must be met by the treatment facilities. All
standards must be strictly adhered to.
In the event of a spill or exceedance of water quality limitations, the Permittee shall report by
telephone to the Raleigh Regional Office, telephone number 919-791-4200, as soon as possible,
but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
• Treatment of wastes abnormal in quantity or characteristic, including the known passage
of a hazardous substance.
• Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment.
• Any facility failures resulting in a discharge to surface waters.
• Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
4

• Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's
Emergency Response personnel at telephone number 800-662-7956, 800-858-0368, or 919-733-
3300. All noncompliance notifications shall file a written report within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken
to ensure that the problem does not recur.
The successful operation of the lagoons depends upon the interrelationship to natural, physical
and chemical factors. Wind, temperature and sunlight are the factors which the operator cannot
control. Physical factors include surface loading rate, water depth, and are largely determined by
plant design. The primary chemical and biological factors affecting operation are: pH, dissolved
oxygen concentration, oxygen demand and suspended solids. A troubleshooting guide has been
included to assist the operator in dealing with operational problems.
Chlorination System
A chlorine gas leak in the system could occur. A chlorine gas detector is provided in the room to
continually monitor the atmosphere in the room for any trace of chlorine gas. If a leak occurs, the
detector will be activated at a chlorine level of 1 ppm or 3 ppm depending on the setting causing
the alarm provided for the detector to sound. The operator should acknowledge the alarm and
conduct an immediate investigation to determine the cause of the leak. Refer to Operational
Problems in this subsection for further information on detecting a chlorine leak. After a leak is
detected and repaired, the activated charcoal in the detector must be replaced to ensure that the
detector continues to function properly.
When a leak has occurred, it should be investigated by at least two individuals, each equipped
with and wearing the self-contained breathing unit. They should enter the room making sure the
exhaust fan is operating. If the leak is visible, the operator should mark the spot (usually a union
or other type of connection) and then shut off the chlorine supply at the cylinders or other
supplied valves, as needed. If the leak is small, it may be found by passing an ammonia -soaked
rag along the piping (or a plastic squirt bottle partially filled with ammonia may also be used).
Any chlorine gas will react to form a white cloud indicating the area of the leak. The leak should
be repaired before any further operation of this portion of the chlorination system is attempted.
NOTE: By the use of one or more of the valves for the chlorination system most individual
problems can be isolated if repairs are not possible at the time of discovery. The leak should be
repaired by two individuals wearing suitable breathing apparatus.
Contact Information
Table 1 below presents contact information for the City of Raleigh, emergency responders, and
regulatory agencies.
5

Name
Entity
Role
Phone
Email
Number
Chris
City of
Water
Phelps
Raleigh
Treatment
919-996-3172
[e-mail]
Mana er
Whit
City of
Assistant Public
Wheeler
Raleigh
Utilities
919-996-4482
[e-mail]
Director
Garner Police — Emergency
911
N/A
Garner Police — Non -Emergency
919-772-8810
[e-mail]
Number
Garner Fire Department
919-772-4688
[e-mail]
NC DEQ Division of Water Resources
877-623-6748
N/A
NC DEQ Raleigh Regional Office
919-791-4200
N/A

Most Recently Issued Permit
(May 4, 2020)

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
May 4, 2020
CHRIS PHELPS — WASTEWATER TREATMENT PLANT SUPERINTENDENT
CITY OF RALEIGH
POST OFFICE BOX 590
RALEIGH, NORTH CAROLINA 27602-0590
Subject: Permit No. WQ0002708
Wrenn Road WWTF
Wastewater Irrigation System
Wake County
Dear Mr. Phelps:
In accordance with your permit renewal request received November 6, 2019 and subsequent
additional information received February 12, 2020, we are forwarding herewith Permit No. WQ0002708
dated May 4, 2020, to the City of Raleigh for the continued operation of the subject wastewater treatment
and irrigation facilities. Please note that this renewed permit shall become effective on July 1, 2020 (i.e.,
the day after the expiration date of the existing permit).
This permit shall be effective from July 1, 2020 through September 30, 2026, shall void Permit No.
WQ0002708 issued July 14, 2015, and shall be subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than April 3, 2026.
Please pay attention to the monitoring requirements listed Attachments A, B, and C for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
The Division has removed the following permit condition since the last permit issuance dated
July 14, 2015:
➢ Old Condition 1. 1. — The flow measurement device has been installed.
➢ Old Condition I.3. —A residuals source certification package was sent to the Division May 23,
2016.
➢ Old Condition VI.2. — This condition has been removed because the permit is not voidable.
The following permit conditions are new since the last permit issuance dated July 14, 2015:
➢ Condition III.16. — Requires metering equipment to be tested and calibrated annually.
➢ Condition IV.10.b. —Requires the date of irrigation equipment calibration to be recorded in the
maintenance log.
➢ Condition VI.10. —Prevents this permit from being renewed if the Permittee or any affiliation
has not paid the required annual fee.
D E Q2North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
NoHTH c.mo.INA ^
o.�ro.m A EnWmnme W a�:ory 919.707.9000

Mr. Chris Phelps
May 4, 2020
Page 2 of 2
➢ Attachment A — Total Residual Chlorine has been added to the required effluent monitoring
parameters because this system utilizes a sodium hypochlorite disinfection system that may
result in a chlorine residual.
➢ Attachment A - Total Nitrogen has been added to the required effluent monitoring parameters
in lieu of Total Ammonia Nitrogen, Total Kjeldahl Nitrogen, and Total Nitrate Nitrogen as
these are only seen in small concentrations at this facility.
➢ Attachment A - Total Phosphorus has been added to the required effluent monitoring
parameters to use in concurrence with the groundwater data to track phosphorus leaching.
➢ Attachment C —Total Phosphorus has been added to the required groundwater effluent
monitoring parameters in an effort to track phosphorus leaching statewide.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Nathaniel Thornburg at
[phone] or nathaniel.thomburg(kncdenr.gov.
Sincerely,
7L,,�
or �e
S. Daniel Smith, Director
Division of Water Resources
cc: Wake County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Raleigh
Wake County
FOR THE
continued operation of a 704,618 gallon per day (GPD) wastewater treatment and irrigation facility
consisting of:
an influent splitter box; an influent pH meter; an influent flowmeter; a 25-acre 80 million gallon (MG) clay -
lined gravity -thickening lagoon with a baffle curtain, staff gauges, and a concrete/fabric apron; a back-up
25-acre 80 million gallon (MG) clay -lined gravity -thickening lagoon with staff gauges and a concrete/fabric
apron; a liquid sodium hypochlorite disinfection system including three 15-gallon double -wall poly tanks;
an irrigation pump station with four 100 horsepower (hp) 1,500 gallon per minute (GPM) vertical turbine
pumps; a 268.68 acre spray irrigation area; and all associated piping, valves, controls, and appurtenances
to serve the Wrenn Road WWTF, with no discharge of wastes to surface waters, pursuant to the application
received November 6, 2019, subsequent additional information received February 12, 2020, and in
conformity with the Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from July 1, 2020 through September 30, 2026, shall void Permit No.
WQ0002708 issued July 14, 2015, and shall be subject to the following conditions and limitations:
I. SCHEDULES
1. The Permittee shall request renewal of this permit on Division -approved forms no later than April 3,
2026. [15A NCAC 02T .0105(b), 02T .0109]
WQ0002708 Version 4.0 Shell Version 200201 Page 1 of 9

II. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject non -discharge facilities so there is no discharge to
surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, or failure of the irrigation areas to assimilate the effluent, the Permittee
shall take immediate corrective actions, including Division required actions, such as the construction
of additional or replacement wastewater treatment or disposal facilities. [15A NCAC 02T
.0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Groundwater monitoring wells shall be constructed in accordance with 15A NCAC 02C .0108
(Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and
regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent quality shall not exceed the limitations specified in Attachment A. [ 15A NCAC 02T
.0108(b)(1)(A)]
5. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0108(b)(1)(A)]
6. Wastewater irrigation fields permitted on or after December 30, 1983 have a compliance boundary that
is either 250 feet from the wastewater irrigation area, or 50 feet within the property boundary,
whichever is closest to the wastewater irrigation area. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Attachment B. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(b), 02T .0105(h),
G.S. 143-215.1(i), G.S. 143-215.1(k)]
7. The review boundary is midway between the compliance boundary and the wastewater irrigation area.
Any exceedance of groundwater standards at or beyond the review boundary shall require preventative
action. [15A NCAC 02L .0106(d)(1), 02L .0108]
8. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [15A NCAC
02L .0107(c)]
9. No wells, excluding Division -approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107]
10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the Wake
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)]
WQ0002708 Version 4.0 Shell Version 200201 Page 2 of 9

11. The facilities herein were permitted per the following setbacks:
a. The irrigation sites were originally permitted May 31, 1988. The setbacks for spray irrigation sites
originally permitted or modified from October 1, 1987 to January 31, 1993 are as follows (all
distances in feet):
i. Each habitable residence or place of assembly under separate ownership:
4001° 3
ii. Each private or public water supply source:
100
iii. Surface waters:
100
iv. Groundwater lowering ditches:
100
v. Surface water diversions (upslope):
100
vi. Surface water diversions (downslope):
100
vii. Each well with exception of monitoring wells:
100
viii. Each property line:
150 2
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
100
x. Each water line:
10
xi. Each swimming pool:
100
xii. Public right of way:
50
xiii. Nitrification field:
20
xiv. Each building foundation or basement:
100
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
3 Per a setback waiver recorded in the Wake County Register of Deeds, reduced setbacks from
the wetted area to any habitable residence or place of assembly under separate ownership are
as follows:
Parcels
Deed Book / Page
Setback
Easement
All parcels contained
in Buffaloe Preserve
16083 / 1710
200 feet
200 feet
[15A NCAC 02H .02190)(5)]
b. The storage and treatment units were originally permitted May 31, 1988. The setbacks for storage
and treatment units originally permitted or modified from October 1, 1987 to January 31, 1993 are
as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 400 '
ii. Each private or public water supply source: 100
iii. Each well with exception of monitoring wells: 100
iv. Each property line: 50 2
v. Nitrification field: 20
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
WQ0002708 Version 4.0 Shell Version 200201 Page 3 of 9

III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02T .0500]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include operational
functions, maintenance schedules, safety measures, and a spill response plan. [15A NCAC 02T
.0507(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
4. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0507(b)]
5. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02T .0507(c)]
6. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02T .0505(x)]
7. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02T .0507(d)]
8. Only treated effluent from the Wrenn Road WWTF shall be irrigated on the sites listed in Attachment
B. [15A NCAC 02T .0501]
9. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0507(e)]
10. The Permittee shall prohibit public access to the wastewater treatment, storage, and irrigation facilities.
[15A NCAC 02T .0505(q)]
11. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [ 15A NCAC
02T .0508, 02T .I 100].
12. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .05050)]
13. Freeboard in the two 80 MG clay -lined gravity -thickening lagoons shall not be less than two feet at any
time. [15A NCAC 02T .0505(d)]
14. Gauges to monitor waste levels in the two 80 MG clay -lined gravity -thickening lagoons 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 .0507(f)]
15. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [ 15A NCAC 02T .0507(g)]
WQ0002708 Version 4.0 Shell Version 200201 Page 4 of 9

16. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0507(d)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .4108(c)]
2. A Division -certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the treated effluent at the frequencies and locations for the parameters
specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of effluent irrigated. These records shall
include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
£ Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the two 80 MG clay -lined gravity -
thickening lagoons shall be measured to the nearest inch or tenth of a foot, and recorded weekly.
Weekly freeboard records shall be maintained for five years, and shall be made available to the Division
upon request. [15A NCAC 02T .0108(c)]
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
WQ0002708 Version 4.0 Shell Version 200201 Page 5 of 9

8. Pursuant to G.S. 143-215.1C(a), the Permittee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the wastewater treatment and irrigation
facility and the extent to which the facility has violated this permit, or federal or State laws, regulations,
or rules related to the protection of water quality. This report shall be prepared on either a calendar or
fiscal year basis and shall be provided no later than 60 days after the end of the calendar or fiscal
year. Two copies of the annual report provided to the Permittee's users shall be submitted to:
Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[G. S. 143-215.1 C(a)]
9. The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. This record shall
include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0508(b)]
10. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[15A NCAC 02T .0507(h)]
11. Monitoring wells MW-3, MW-8, and MW-9 shall be sampled at the frequencies and for the parameters
specified in Attachment C. All mapping, well construction forms, well abandonment forms and
monitoring data shall refer to the permit number and the well nomenclature as provided in Attachment
C and Figure 1. [15A NCAC 02T .0105(m)]
12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
WQ0002708 Version 4.0 Shell Version 200201 Page 6 of 9

13. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for five
years, and shall be made available to the Division upon request. Each Standard Soil Fertility Analysis
shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[15A NCAC 02T .0108(c)]
14. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and irrigation facilities. [15A NCAC 02T .0507(i)]
2. The Permittee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions,
facility deterioration, and operator errors that may result in discharges of wastes to the environment,
threats to human health, or public nuisances. The Permittee shall maintain an inspection log that
includes the date and time of inspection, observations made, and maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for a period of five years from the date
of the inspection, and this log shall be made available to the Division upon request. [ 15A NCAC 02T
.0507(h), 02T .0507(i)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the wastewater treatment and irrigation facilities permitted herein
at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0002708 Version 4.0 Shell Version 200201 Page 7 of 9

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
WQ0002708 Version 4.0 Shell Version 200201 Page 8 of 9

9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.613, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.613, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 4"' day of May 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0002708
WQ0002708 Version 4.0 Shell Version 200201 Page 9 of 9

THIS PAGE BLANK

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0002708 Version: 4.0
PPI 001— WWTF Effluent
EFFLUENT CHARACTERISTICS 3
EFFLUENT LIMITS
MONITORING REQUIREMENTS 2
PCS
Code
parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
01002
Arsenic, Total (as As)
µg/L
Monthly
Grab
00310
BOD, 5-Day (20 °C)
mg/L
r
Monthly
Grab
00916
Calcium, Total (as Ca)
mg/L
Monthly
Grab
00940
Chloride (as Cl)
mg/L
3 x Year'
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Monthly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
704,618
Continuous
Recorder
01045
Iron, Total (as Fe)
µg/L
Monthly
Grab
00927
Magnesium, Total (as Mg)
mg/L
Monthly
Grab
01055
Manganese, Total (as Mn)
µg/L
Monthly
Grab
00600
Nitrogen, Total (as N)
mg/L
Monthly
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
Monthly
Grab
00931
Sodium Adsorption Ratio
ratio
Monthly
Calculated
00929
Sodium, Total (as Na)
mg/L
Monthly
Grab
70300
Solids, Total Dissolved — 180 °C
mg/L
3 x Year
Grab
00530
Solids, Total Suspended
mg/L
Monthly
Grab
00945
Sulfate, Total (as SOa)
mg/L
Monthly
Grab
1. 3 x Year monitoring shall be conducted in March, July, and November.
2. This facility is not subject to the monitoring requirements listed in the Non -Discharge Effluent Monitoring Policy because the wastewater source for this facility is not domestic.
3. Total Ammonia Nitrogen, Total Kjeldahl Nitrogen, and Total Nitrate Nitrogen have been excluded in the required effluent monitoring and replaced with Total Nitrogen because the facility has
shown these constituents are present in only very small concentrations.
WQ0002708 Version 4.0 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
City of Raleigh - Wrenn Road WWTF
Permit Number: WQ0002708 Version: 4.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Dominant
Parameter
Hourly
Yearly
Units
Acreage
Soil Series
Rate
Max
IA
City of Raleigh
Wake
35.6358150
-78.5874990
19.60
Fuquay/Dothan
01284 -Non-Discharge Application Rate
0.11
26.0
inches
1B
City of Raleigh
Wake
35.6366260
-78.5904170
16.18
Fuquay/Dothan
01284 -Non-Discharge Application Rate
0.13
26.9
inches
2A
City of Raleigh
Wake
35.6323540
-78.5856320
20.24
Appling/Wedowee/
01284 - Non -Discharge Application Rate
0.15
36.7
inches
Cecil
2B
City of Raleigh
Wake
35.6333130
-78.5879170
20.15
Appling/Wedowee/
01284 - Non -Discharge Application Rate
0.13
28.9
inches
Cecil
3A
City of Raleigh
Wake
35.6362860
-78.5803640
23.38
Appling/Wedowee/
01284 -Non-Discharge Application Rate
0.16
42.3
inches
Cecil
3B
City of Raleigh
Wake
35.6327720
-78.5822740
16.71
Appling/Wedowee/
01284 -Non-Discharge Application Rate
0.17
44.1
inches
Cecil
4A
City of Raleigh
Wake
35.6427650
-78.5777250
21.87
Helena/Vance
01284 -Non-Discharge Application Rate
0.16
41.4
inches
4B
City of Raleigh
Wake
35.6424860
-78.5797640
15.40
HelenaNance
01284 -Non-Discharge Application Rate
0.18
40.9
inches
5A
City of Raleigh
Wake
35.6486590
-78.5779830
20.05
Fuquay/Dothan
01284 - Non -Discharge Application Rate
0.15
29.0
inches
5B
City of Raleigh
Wake
35.6462870
-78.5778970
20.47
Appling/Wedowee/
01284 - Non -Discharge Application Rate
0.18
39.0
inches
Cecil
6A
City of Raleigh
Wake
35.6463390
-78.5800850
19.18
Helena/Vance
01284 - Non -Discharge Application Rate
0.18
41.3
inches
6B
City of Raleigh
Wake
35.6482050
-78.5796780
18.25
Helena/Vance
01284 -Non-Discharge Application Rate
0.18
39.7
inches
7A
City of Raleigh
Wake
35.6412830
-78.5871450
18.69
Appling/Wedowee/
01284 -Non-Discharge Application Rate
0.16
41.7
inches
Cecil
7B
City of Raleigh
Wake
35.6441250
-78.5830040
18.51
Appling/Wedowee/
01284 -Non-Discharge Application Rate
0.18
43.9
inches
Cecil
Totals
268.68
1. Irrigation shall not occur in areas identified with shallow groundwater and/or low-lying areas prone to runoff during the months of November, December, January, and February.
WQ0002708 Version 4.0 Attachment B Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring Wells: MW-3, MW-8, and MW-9
Permit Number: WQ0002708 Version: 4.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
38576
Acrylamide in Water, Total
0.008
µg/L
3 x Year
Grab
1
01002
Arsenic, Total (as As)
0.01
mg/L
3 x Year
Grab
1,8
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1,6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
1
01045
Iron, Total (as Fe)
0.3
mg/L
3 x Year
Grab
15 8
01055
Manganese, Total (as Mn)
0.05
mg/L
3 x Year
Grab
15 8
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1
00400
pH
6.5-8.5
su
3 x Year
Grab
15 2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
00945
Sulfate, Total (as SO4)
250
mg/L
3 x Year
Grab
1
GWVOC
Volatile Compounds (GW)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
1, 2, 3
3 x Year monitoring shall be conducted in March, July, and November; Annual monitoring shall be conducted in November.
The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
WQ0002708 Version 4.0 Attachment C Page l of 2

4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used shall meet the following qualifications:
a. A laboratory shall be DWR certified to run any method used.
b. The method used shall include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used shall provide a PQL of 0.5 µg/L or less that shall be supported by laboratory proficiency studies as required by the DWR Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L shall be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Raleigh Regional Office supervisor, telephone number [phone], shall
be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis shall be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
8. Monitoring data suggests that the naturally occurring background concentrations for arsenic, iron, and manganese may exceed the groundwater quality standards. Per 15A NCAC 02L .0202(b)(3),
the Permittee has applied to the Director to establish background concentrations and site -specific water quality standards for these parameters. A groundwater monitoring plan for arsenic, iron,
and manganese was approved by the Division on April 30, 2019. The Division shall use enforcement discretion for any apparent groundwater standard violation for arsenic, iron, or manganese
until background concentrations and site -specific groundwater quality standards can be determined.
WQ0002708 Version 4.0 Attachment C Page 2 of 2

SPLITTER BOX 10
LAGOON
NO. 1
F)""Z
/ FROM
D.E. BENTON WTP
WIM
4 RESIDUALS STOF
LAGOON
NO. 2
' IRRIGATION
PUMP
STATION
0
TO SPRAY FIELDS
CHLORINE
CONTACT
CHAMBER
Process Flow Diagram
Wrenn Road Spray Irrigation System Design I City of Raleigh I RSC Applicationl

3
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E WII,LIFA5, PE
E. BMLEY. PE SM CARp�
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1:2474ll f 1L
P �'srNEAE;: S
City of Raleigh
Wrenn Road
Spray Irrigation
System Modifications
VEW
0M13-101490-01B

Emerald Ash Borer Presence
at the Wrenn Road Facility

March 16, 2021
Mr. Nathaniel Thornburg
Non -Discharge Permitting Unit
Water Quality Permitting Section
Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Dear Mr. Thornburg,
The City of Raleigh has started to notice a significant decline in the health of ash trees located at the
Wrenn Road Facility. There are 43.20 acres at the Wrenn Road Facility comprised predominately of ash
trees and 17.76 acres that are a mix of ash and pine trees. This is demonstrated in the following figure,
Wrenn Road Ash Tree Stands.
The health decline is due to the emerald ash borer. This information is documented in the following letter
from Elizabeth Guthrie Nichols with the NC State University College of Natural Resources, dated October
16, 2019.
This information is being conveyed because the City is considering replacing the trees with fescue. The
City would like to receive feedback from DEQ on the following:
• Will there be impacts to spray irrigation application rates if trees are replaced with fescue?
• Is there a process required by DEQ to change the crop as a result of the decline in ash tree
health?
Should you have any questions regarding this information, please feel free to contact me at (919) 996-
3172.
Sincerely,
DocuSigned by:
Cry P444
B97085214CA94AE...
Christopher Phelps
Raleigh Water
Water Division Manager
Enclosures
cc: Jessee Walker, Raleigh Water
Whit Wheeler, PE, Raleigh Water
Dennis Lassiter, PE, Raleigh Water
Chris Brown, PE, HDR
Samantha Black, PhD, PE, HDR

Wrenn Road Ash Tree Stands
Predominately Ash Acres: 43.20
Mixed Ash/Pine Acres: 17.76
Total Acres: 60.96
Field I Acres
Ash
2AB
12.00
3B
1.58
4A1
2.10
4A2
8.50
5A
3.80
6A
9.90
7B
5.32
Field I Acres
Mixed
3AB 7.57
7A1 4.87
7A2 5.32

College of Natural Resources
Department of Forestry and Environmental Resources
cnr.ncsu.edu/fer
Chris Phelps
WTP Superintendent
City of Raleigh
Dear Chris:
Campus Box 8008
2800 Faucette Drive
Raleigh, NC 27695-8008
P: 919.515.3873
October 16t", 2019
This letter is an update to our spring 2019 discussions about the emerald ash borer (EAB) presence at the Wrenn
Road Land Treatment Facility in Garner, N.C.. I apologize for not sending this letter sooner on the scope of the
evaluation study for EAB infestation at the site in the green ash stands. Over the summer, several experts in
forest entomology for the N.C. Forest Services and the USDA Animal and Plant Health Inspection (APHIS)
debarked several trees in several ash stands to evaluate the presence and life cycle stages of the EAB. This
involves scraping the bark from ground to about 6 feet of tree. Traps were deployed in the trees to capture
EABs. Different life stages of the EAB were collected and identified from the trees and traps.
We greatly appreciate the City of Raleigh's cooperation. The green ash stands at the Wrenn Road facility have
proven to be a valuable asset for improving our understanding of the emerald ash borer in North Carolina. That
is good news for science but not so good news for the green ash stands at Wrenn Road.
Early results from the research indicate that its life cycle may be significantly accelerated relative to what is
known about EAB and it's life cycle in the Midwest region of the U.S. Unfortunately, the EAB infestation at
Wrenn Road has progressed quickly. Whether this accelerated rate results from the availability of so much green
ash in one place or the warmer climate of the southern USA, or both issues, remains unclear. Estimations are
that the stands will be in really bad shape in about three years.
The Wrenn Road facility continues to be a useful site for field evaluations and provides a unique site to evaluate
biological control agents and when to deploy them even though the infestation is extensive. We would like to
continue intermittent traps and tree debarking through winter and spring. We would also like to implement
biological control agents from the USDA APHIS lab that are used in the Midwest to mitigate EAB impact. Given
the different life cycle timeline at Wrenn Road, when to deploy agents is a big area of uncertainty across the
southern states.
We have not disseminated or released any of the findings for this study. We will provide any information to you
for COR approval. Again, thank you so much for providing researchers access to the site. Please let me know if
there are concerns or any action items that you would like for us to do for the city.
Sincerely,
Zk xa
Elizabeth Guthrie Nichols, Ph.D.
Professor
Environmental Technology and Management
Department of Forest and Environmental Resources

Wrenn Road Facility Permit
Modification Discussion with
NC DEQ Meeting Notes
(1/8/2021)

FN
Meeting Notes
Project: Wrenn Road Facility Permit Modification
Subject: Permit Modification Discussion (WQ0002708)
Date: Friday, January 08, 2021
Location: Microsoft Teams
Attendees: Nathaniel Thornburg (NC DEQ)
Lauren Plummer (NC DEQ)
Vivien Zhong (NC DEQ)
Erickson Saunders (NC DEQ)
Poonam Giri (NC DEQ)
1. Current Permit
Chris Phelps (Raleigh Water)
Whit Wheeler (Raleigh Water)
Samantha Black (HDR)
Chris Brown (HDR)
a. The current permit expires on September 30, 2026.
2. NC Highway 540 Construction Impact
a. The current permit will need modification due to the construction of NC Highway
540. Highway 540 is being constructed on the south side of the Wrenn Road
Facility, impacting irrigation zones 2A and 3B. Raleigh Water has capped lines in
two locations. The State of North Carolina has condemned the land impacted by
NC 540.
3. Permit Modification for NC Highway 540 Construction Impact
a. The form for this minor permit modification is WWIS 06-16. Since this is a minor
modification, there is no fee required.
b. The major items of the permit modification application include the engineering
plans, specifications, calculations, and site map.
i. Engineering plans need to include where sprinkler heads are being
capped and removed.
ii. Engineering specifications include details on how lines are being capped.
1. Raleigh Water can provide this information to HDR.
iii. Calculations include the irrigation area removed, area remaining, the new
permitted flow per area, and the new annual irrigation rate per area.
iv. The site map will need to comply with 02T .0504(d) rules, including
showing compliance boundaries, setbacks, etc. There is a 50 ft public
right-of-way setback requirement.
v. Items listed on WWIS 06-16 that are not changing as a result of this
modification do not need to be provided.
c. Groundwater monitoring well no. 3 (MW-3) has been impacted by NC Highway
540 construction. This well is not a compliance well. MW-3 is now on State
property and is therefore not Raleigh Water's responsibility.
hdrinc.conn 555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034
[phone]

i. During the Friday, January 8, 2021 conference call with NC DEQ, Chris
Brown noted that groundwater monitoring well no. 8 was not a
compliance well, will be impacted by NC 540, and will be abandoned.
1. Since the Friday, January 8, 2021 conference call, HDR has
determined that groundwater monitoring well no. 8 is a compliance
well, but is not in fact impacted by NC 540. However, groundwater
monitoring well no. 3 is within the land condemned by the State of
North Carolina, is now on State property, and is therefore not the
responsibility of Raleigh Water. Groundwater monitoring well no. 3
is not a compliance well. See attached exhibit.
d. Permits are now only submitted electronically and should be uploaded as a
single PDF.
4. Timing
a. Turnaround time for DEQ to issue comments or a draft permit (if there are no
comments) is 59 days on average.
b. The average time from start to finish is 98 days.
c. HDR plans to submit the permit modification package on behalf of Raleigh Water
to DEQ in February 2021.
These notes prepared by Samantha Black with HDR.
hdrinc.com 555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034
[phone]
`a

dr law, haded green areas are Field 2A & 3B under
-t irrigation now.
JK
.10
Field 2A
The
nge corridor is an approximation of
area •• to 1 (Not Exact)
"Latitude N 4q :} a
• `' ., r. 14 121 122 _ 1 3 12 -� 5--1` 6 66 +�7 2E 25 24 2 y • 15 .
dt t *.
---Ilk r, 128 1 7 66 64���n_. I I I I I �. i
1 1i 1 C 67 63 s19
;� ,
1%4 x x
X�j
� t 1 31351U6 68 32 r -. r 1$ 13
4- •
9433
�;
-` +• ram- 96 70
�o 34 �_, r ,, F VIC. +`
r
91
72
dF
39
54
4-4
Lop
It 4j.. Y • 27 # _
102 100 8479 5* 43
t - a •v +. �# �� v rw�.
101 83 $ 5❑ 4 y } I 24 f125 128 12 _
• - 126
* 8 81 44 46 16 11 112
. #. 12�' t 1 i $ 117 115
122
108 109
9,7 98 1 D1 r 102 '.' 103 104 - 105 106 107
:7. - 100
1` 79 78 77 7
;90
89 88 s 1
87 8E f 65 84 s sa
95 94 93 r 9 '. J1 '
rm T
i f 0 i1f1 t 3 IL
414 I 6 1 7 4B 49 50 1 5 - 53 5
391 ' 45'
350 36 37 8 -J
Y ` # r 7 �`� 1 2 2.0 19 1 17' r1 G fi 15 #1
AT
1. r •L
r t �

GN
1 �
Q
�U
' � Q
t
0
AD Ion
0
Sim
P I-r , 0
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0-
V 4 ♦♦
x GS84
? Lat: 35 37 56.49382
Long: 78 34 53.86674
• ... ; WGS84.
Lat: 35 37 50.84269 /
• • •: • •...... Long: 78 35 06.05535'
i� ,
W• : x
I X• • ...
Jk
.,,,.
NK
' i,
{ ' City of `�a4eigh GIS
F
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Wrenn Road
Irrigation Abandonment
Cap Locations
0 125 250 500 Feet
.0
4`h-% Ralei h
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Raleigh Water GIS 2/4/2021 10:26 AM S. Kaufman

FYa
Agenda
Project: Wrenn Road Facility Permit Modification
Subject: Permit Modification Discussion
Date: Friday, January 08, 2021
Location: Microsoft Teams
1. Introductions
a.
Nathaniel Thornburg (NC DEQ)
b.
Lauren Plummer (NC DEQ)
c.
Vivien Zhong (NC DEQ)
d.
Erickson Saunders (NC DEQ)
e.
Poonam Giri (NC DEQ)
f.
Chris Phelps (Raleigh Water)
g.
Whit Wheeler (Raleigh Water)
h.
Samantha Black (HDR)
i.
Chris Brown (HDR)
2. Current Permit
a. Expires September 30, 2026
3. NC Highway 540 Construction Impact
a. See attached maps of impacted area
4. Permit Modification for NC Highway 540 Construction Impact
a. Form WWIS 06-16
b. Engineering Plans and Site Map
5. Timing
a. Turnaround time to receive DEQ comments
6. Additional Comments
hdrinc.com 555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034
[phone]

LEGEND
Proposed ROW
— • - Proposed ROW 50 ft. Setback
•••••• Proposed ROW 150 ft. Setback
Irrigation Zones
L —' County Boundary
Q Property Boundary
Storm Drainage Easement
Impacted Irrigation Area
® 50-ft or 150-ft Setback
150-ft Setback
Impacted Irrigation Zones
Zone 2A
Zone 3B
1�
0
�:-
�91 IICS
0.25
0
Raleigh
If
I�
/
.: JAN/
WRENN ROAD SPRAY IRRIGATION SYSTEM

dr law, haded green areas are Field 2A & 3B under
-t irrigation now.
JK
.10
Field 2A
The
nge corridor is an approximation of
area •• to 1 (Not Exact)
"Latitude N 4q :} a
• `' ., r. 14 121 122 _ 1 3 12 -� 5--1` 6 66 +�7 2E 25 24 2 y • 15 .
dt t *.
---Ilk r, 128 1 7 66 64���n_. I I I I I �. i
1 1i 1 C 67 63 s19
;� ,
1%4 x x
X�j
� t 1 31351U6 68 32 r -. r 1$ 13
4- •
9433
�;
-` +• ram- 96 70
�o 34 �_, r ,, F VIC. +`
r
91
72
dF
39
54
4-4
Lop
It 4j.. Y • 27 # _
102 100 8479 5* 43
t - a •v +. �# �� v rw�.
101 83 $ 5❑ 4 y } I 24 f125 128 12 _
• - 126
* 8 81 44 46 16 11 112
. #. 12�' t 1 i $ 117 115
122
108 109
9,7 98 1 D1 r 102 '.' 103 104 - 105 106 107
:7. - 100
1` 79 78 77 7
;90
89 88 s 1
87 8E f 65 84 s sa
95 94 93 r 9 '. J1 '
rm T
i f 0 i1f1 t 3 IL
414 I 6 1 7 4B 49 50 1 5 - 53 5
391 ' 45'
350 36 37 8 -J
Y ` # r 7 �`� 1 2 2.0 19 1 17' r1 G fi 15 #1
AT
1. r •L
r t �

FN
HDR Engineering, Inc. of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
[phone]
NC License F0116
hdrinc.com
© 2021 HDR, Inc., all rights reserved