WQ0043379_Application_20220421

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR)* WQ0043379
ApplicantlPermittee Town of Holly Springs
ApplicantlPermittee Address PO Box 8 Holly Springs, NC 27540
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category RW Distribution Line
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist?*
Regional Office
CO Reviewer
Admin Reviewer
Municipal
Friendship Public Utilities Extension RWDL
Wake
Yes No
lrc kln
Fee Amount $480
Complete App Date
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
_ ......... ......... ..................
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Holli McKinnis
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
919-577-2933
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Applicant/Permittee*
Town of Holly Springs
Applicant/Permittee Address*
PO Box 8 Holly Springs, NC 27540
Facility Name*
Friendship Public Utilities Extension RWDL
Please provide comments/notes on your current submittal below.
Please accept the attached submittal for the reclaimed water line extension. The check is in
the mail. Thank you.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Freindship Utilities Reclaimed Permit App to State.pdf 55.34MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 4/5/2022

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
01 M all IhIIIV 111K it
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T HE TO W N OF rl
April 1", 2022
NCDEQ — Division of Water Resources
Water Quality Permitting Section, Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Holly Springs Reclaimed Water Distribution System Extension Request; Application for Approval
Project: Friendship Public Utilities Extension
Dear Sir or Madam:
Please find enclosed the following items in application for a RECLAIMED water extension permit to the
Town of Holly Springs' existing reclaimed water distribution system:
❑ One Original and two copies of State application
❑ One Original and two copies of Instruction
❑ Developer Certificate of Ownership Letter
❑ Review Fee check (check most current fee schedule)
❑ Three sets of sealed plans prepared by the consultant engineer
❑ Three copies of the locally -required Reclaimed Water Extension Design and Application
Certification (Form 3016)
❑ Three copies of the Town Engineering Design and Construction Standards Reclaimed Water
Distribution System Section - to be used for the project in conjunction with the State's extension
standards
Feel free to contact me at 919-577-3150 should you have any questions or need additional information in
order to process this application.
Sincerely, DocuSigned by: IDS IDES
Kendra D. Parrish, P.E., C.F.M
Executive Director of Utilities and Infrastructure Services
KDP/tr
cc: Project Consultant Engineer, Chris Petree, PE
Rachel Ingham, PE, Utility Engineer
Drew Johnson, Development Construction Manager
Seann Byrd, Director Water Resources
Project file/paper/electronic/Correspondence 441969
3017
01.25.21
Utilities and InfrastructureServices
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.gov

DocuSign Envelope ID: IDAIDIFID1 F3-1 CO2-4787-91341-08A65E796C713
-17 JJ E T' 0 W N 0 F
,
April 1, 2022
V"MiA0,
Subject: Re: Compliance of Flood Damage Prevention Ordinance.
To Whom It May Concern:
Friendship Public Utilities Extension is in compliance with the Town of Holly Springs Flood
Damage Prevention Ordinance. The utility extension crosses White Oak Creek in The Town of
Holly Springs in Wake County, preliminary FIRM 3720062800K.
Please feel free to contact me with any further questions at [phone] or by email at
[e-mail].
Thank you,
D—Sig"Id by:
am, �sfv
HOFVOsWDA9481)
Darin Eyster, CFM
Stormwater Administrator
Town of Holly Springs
Utilities and Infrastructure Div.
DSE/se
cc: Correspondence
Engineering Department
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.us

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
DO NOT SUBMIT RECLAIMED WATER EXTENSION APPLICATION UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
RECLAIMED Water Distribution Extension Design & Application
Certification
Note: This form must be submitted with Permits for Extensions to the Town of Holly Springs
RECLAIMED Water System
Project: Friendship Public Utilities Extension
Design Engineer: Christopher R. Petree
Address: 5410 Trinity Road, Suite 102, Raleigh, NC 27607
Phone Number: 919-532-3234 Email: chris.petree(cD_timmons.com
Date Complete Application Package Received by Town: 4/4/2022
s Date Approved: (by RI) (by KDP) V� (by DJ)
As design engineer for this project, I certify the following (please check (x) each applicable box):
❑ That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and the State of North Carolina NC DEQ.
❑ That each of the following items are completed and enclosed for submittal to the State for a
RECLAIMED Water Distribution System Permit:
❑ One copy of Reclaimed Instructions
❑ One copy of a Reclaimed Water extension permit application for the project
❑ One set of sealed construction drawings, as approved by the Town of Holly Springs. All
comments by the Town of Holly Springs are addressed and reflected on the plans. In
addition, the plans must include all of the information required per Section 15A NCAC
2T.0100 and .0900.
❑ Owner Certification Letter
❑ A check for Town processing fee is enclosed
❑ A check to NC DEQ is enclosed
DocuSigned by:
Design Engineer's Signature S Pam, Date 4/4/2022
510697556FA3402...
For your information, a copy of the Town's Engineering Design and Construction Standards
(RECLAIMED Water Distribution System Section 11.00) will be forwarded to the State along
with these plans.
Please contact Theresa Randall atlh.rr....,.tr.d..11�cr,hc�llvsxrrringsnr rov if you have any questions.
3016. Utilities and Infrastructure Services
01.25.21
P.O. Box 8 • 128 S. Main Street • Holly Springs, NC 27540 9 www. hollyspringsnagov

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
5410 1 iruirily IRoad P 91 9,W1141951
Suullte 102 F 919 8595663
TIMMONS GROUP Rdlaaiigh, NCI 27607 www.fimmons.com
March 23, 2022
Nathaniel Thornburg — Environmental Program Supervisor II
Non -Discharge Branch
512 N. Salisbury Street
Raleigh, North Carolina 27604
Dear Mr. Thornburg,
Timmons Group is pleased to submit the following Reclaimed Water Distribution Line permitting
package on behalf of the Town of Holly Springs for the Friendship Offsite Utilities Extension project.
The following Reclaimed Water Distribution Line permit package includes one original and one
electronic copy of the following:
1. A Project Narrative
2. A Reclaimed Water Project Information Application (RWPI 06-16),
3. A Reclaimed Water Distribution Line Application (RWDL 06-16),
4. A check for $480.00 payable to NCDEQ,
5. 24"06" and 11"x17" Engineering Plans for Project A,
6. Signed, sealed, and dated Town of Holly Springs Standard Engineering Specifications
for reclaimed water distribution line,
7. Signed, sealed, and dated Engineering Calculations for sizing the reclaimed waterline,
8. A letter stating that the project complies with all local floodplain ordinances, and
9. Approval of Individual 401 Water Quality Certification (WQC004655).
Application Notes
• Three existing private residential wells are within the 50-foot setback to the proposed
reclaimed waterline. Two wells (Combs Property and Dominguez Property) are being
properly abandoned and relocated a minimum of 50 feet from the proposed reclaimed
waterline. The current actual minimum distance from the closest well to the proposed
reclaimed water line is approximately 18-feet (Combs Property). However, application item
V.I. in RWDL 06-16 reports a minimum setback of 47-feet as two wells will be relocated
before the reclaimed waterline construction begins and the next -closest well (Hochstein
Property) is approximately 47 feet from the reclaimed waterline.
If you have any questions or need any additional information, please don't hesitate to contact me at
919.532.3234 or cih.ijs..gt.�ir22. : iiirnn.irnoirn.s.coirnn at your convenience.
Sincerely,
ool�1_14�_
Christopher R. Petree, PE, DBIA
Manager, Water Infrastructure Carolinas
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BASIS OF DESIGN NARRATIVE
Friendship Reclaimed Water Distribution
Line Extension
Town of Holly Springs, North Carolina
March 29, 2022
Prepared By: Christopher Petree, PE, DBIA
Company: Timmons Group
Phone Number: 919-532-3234
Email: [e-mail]
u IN G 11 IN a u:� u1 a 11�1(s II s a (s i� ii II u u � C 11 w u�i 0 11.. O (S x

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
Proiect ScoDe
The Town of Holly Springs is extending public utilities northwest on Holly Springs New Hill Road
to Friendship Road to serve planned new development in the area. Public water main, sewer
force main, and reclaimed water main are being extended along this route. Existing reclaimed
water distribution line along Holly Springs New Hill Road will be extended to the new development.
However, there are not yet planned or permitted uses for this reclaimed water and the distribution
line will not be connected to an end use as a part of this project scope.
The proposed reclaimed water main begins at the end of a proposed 16-inch reclaimed water
main (designed by others) on Holly Springs New Hill Road (permit WQ0042970). The blow -off
assembly on the 16-inch line will be removed and a 16x12-inch reducer will be installed to connect
to the proposed 12-inch reclaimed water line extension. Where the proposed 12-inch reclaimed
water line terminates, another 12-inch reclaimed water line (designed and by others) will extend
to the proposed development area.
The Utley Creek WWTP Reclaimed Water System owned and operated by the Town of Holly
Springs provides the source of reclaimed water for this distribution network. This facility is located
on Treatment Plant Rd. in Holly Springs, NC and is permitted for 1.5 million gallons per day (MGD)
(WQ0032289).
Design Summa
• Reclaimed Water Line Location:
o Start: 35.6555700,-78.888438°
o Stop: 35.6724020,-78.904063°
• Reclaimed Water Line Length: 9,240 LF
• Reclaimed Water Line Diameter: 12 inches
• Reclaimed Water Line Pipe Material: C-900 PVC
• Valves:
o (7) 12-inch Gate Valves
■ STA.25+92.06
■ STA.37+00.24
■ STA.47+00.24
■ STA.57+00.24
■ STA.67+00.24
■ STA.77+00.24
■ STA.86+26.94
o (1) Air Release Valve
■ STA.50+22.24

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Design Standards
The reclaimed water distribution line is designed and will be constructed in accordance with the
design standards listed in 15A NCAC 02U .0403 and 15A NCAC 18C .0906. All reclaimed water
valves will be tagged and labeled to warn the public or employees that the water is not intended
for drinking and will be secured in a manner that permits operation only by personnel authorized
by the Town of Holly Springs. All reclaimed water piping, valves, and other appurtenances will
be properly color -coded, taped, or otherwise marked to identify the source of the water as being
reclaimed. No direct cross -connections to potable water systems are proposed in this portion of
reclaimed waterline. The reclaimed water line must maintain the following minimum setbacks:
• 10 feet horizontally and 18 inches below any water line, if practicable. If these separation
distances cannot be met, the piping and integrity testing procedures shall meet water
main standards in accordance with 15A NCAC 18C.
o Where the waterline crosses under the road at STA. 29+45.03 (Sheet U1.2A),
the waterline is 18" under reclaimed within a steel casing pipe. Piping and
integrity testing procedures for the reclaimed waterline will meet water main
standards in accordance with 15A NCAC 18C.
• 50 feet from any well unless the piping and integrity testing procedures meet water main
standards in accordance with 15A NCAC 18C. In no case shall reclaimed water lines be
less than 25 feet from a private well.
o Two existing private wells (Combs Property and Dominguez Property) will be
abandoned, as they are within the minimum setback requirement of 50 feet. The
wells will be relocated a minimum of 50 feet from the proposed reclaimed
waterline. A private well located on the Hochstein Property is approximately 47-
feet from the proposed reclaimed waterline. Therefore, piping and integrity
testing procedures for the reclaimed waterline will meet water main standards in
accordance with 15A NCAC 18C.
o All appurtenances on the reclaimed waterline will be located a minimum distance
of 50-feet from any well.
• 2 feet horizontally and 18 inches above any sewer line, if practicable. If these separation
distances cannot be met, the piping and integrity testing procedures shall meet water
main standards in accordance with 15A NCAC 18C.
Relation of Water Mains to Non -Potable Water Lines
The basis of design for the reclaimed water and how it relates to the proposed waterline location
are discussed below per 15A NCAC 18C .0906.
• Where the 24-inch waterline is to be installed under Friendship Road via jack and bore, to
maintain 18-inches under the waterline, the reclaimed water line would have to be installed
15-feet deep. The jack and bore installation of the 24-inch waterline would have to be
performed over the installed reclaimed line. This method of installation is not practicable.
• The proposed separation distances do not deviate from the separation distances listed in
15A NCAC 18C .0906. Where the reclaimed water line and force main cross the waterline
at STA. 29+45.03, there is preference for the water main to be above sewer. As stated
above, this is not practicable. As stated in 15A NCAC 18C .0906(c), a water main that

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
crosses a sewer shall be laid a minimum vertical distance of 18 inches from the outside of
the water main and the outside of the sewer, either above or below the sewer, with
preference to the water main located above the sewer. Therefore, this regulation is still
met.
• The reclaimed waterline and force main will both be constructed where piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
Where the water main crosses under Friendship Road, the 24-inch ductile iron water main
will be installed within a 66-foot long steel casing pipe. The steel casing pipe extends six
feet and nine inches past the center of the reclaimed waterline crossing. The closest fitting
(450 bend at STA. 29+45.03) on the water main is 15'-10" horizontally from the center of
the reclaimed waterline crossing. The closest fitting (450 bend at STA. 29+29.15) on the
reclaimed water line is 10'-10" horizontally from the center of the potable water main.
• 18-inches vertically or minimum horizontal distances have been maintained for all
proposed pipes. These setbacks should provide adequate workspace to repair or replace
pipe segments without causing damage or compromising the integrity of other pipes.
• The design complies with the setbacks from water mains to non -potable water lines as
listed in 15A NCAC 18C .0906, therefore there shall not be unreasonable risk to public
health.
Other Considerations
• Easements and DOT encroachment agreements must be recorded prior to construction
of the proposed reclaimed water distribution line. Property ownership documentation will
be submitted with the required permit modification prior to operation of the reclaimed water
distribution line.
• Reclaimed waterline calculations are computed utilizing a system -wide model for the Town
of Holly Springs (by others). Model results show a 12-inch reclaimed water line is the
appropriate size for this application. Minimum scouring velocities and minimum pressure
at future utilization sites will be maintained. A technical memo is attached showing these
results.

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
Division of Water Resources INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section Non -Discharge Permitting Unit website
General —This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least
one of the following forms must also be included in the application package. However, multiple forms may be applicable.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
❑ Reclaimed Water Generation (FORM: RWG) — for wastewater treatment facilities producing reclaimed water.
❑ Non -Conjunctive Utilization (FORM: RWNC) — for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
❑ Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) — for distribution of reclaimed water in a bulk manner.
® Distribution Lines (FORM: RWDL) — for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RWWA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval (FORM: RWLPA) — for projects seeking permitting delegation for reclaimed water users.
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) according to the following fee schedules:
® STANDARD REVIEW — Submit the appropriate fee for all new and major modification applications as listed in the
table below.
Facility Classification
Major Generator/User (ADF > 10,000 gallons per day)
Minor Generator/User (ADF < 10,000 gallons per day)
Reclaimed Water Distribution Lines
New Permit L Major Modification'
$1,310 $395
$810 $245
$480 N/A
i A major modification shall be defined as any permit modification that: increases the generating
facility's average daily flow (ADF); increases the utilization area acreage; adds additional utilization
areas not previously approved; or includes the addition of new treatment units/processes not previously
permitted. There is no fee for minor permit modifications.
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Information (FORM: RWPI 06-16) form. Please
do not make any unauthorized content changes to this form.
® The applicant name in Item I.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized
representative for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a
sole proprietorship; and by either an executive officer, an elected official in the highest level of elected office, or other
authorized employee for a municipal, state, or other public entity. An alternate person may be designated as the signing
official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
T� o goo f8 - POFf it ,, i . ,,. ri, ,,.: ,,:
D. Existing Permit: (All Modification Packages):
n effiestF-eeeirt�ssi:fed &Eistingpef
ONE ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
Division of Water Resources
1. GENERAL INFORMATION:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
1. Applicant's name: Town of HollySprings
Mailing address: 128 South Main Street
City: Holly pringss State: NC Zip: 27540-
Telephone number: 9( 19) 577-3150 Email Address: Kendra. Parrishkhollysspringsnc. oovv
2. Signature authority's name: Kendra Parrish (per 15A NCAC 2U .0106) Title: Executive Director of Utilities and
Infrastructure
3. Applicant type (check all that apply):
® Government ❑ Federal ❑ State
❑ Individual
❑ Corporation
® Municipal ❑ County
✓ For new permits, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC 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.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement (FORM: DEV)
4. Demonstration of historical consideration for permit approval:
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: RWPI 06-16 Page 1 of 3

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IL PROJECT INFORMATION
1. Application type: New (See Instruction B) Fee Submitted$480.00 (See Instruction B)
2. For modifications, provide the existing permit number: WQOON/A and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting: 9,240 LF Of 12" C-900 PVC RWDL
4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection System (Q >
200,000 GPD
N/A
Dam Safety
N/A
Erosion & Sedimentation
Control Plan
To be submitted
Nationwide 12 / Section 404
1/4/22
2/17/22
WQC004655
Scott Vinson
Pretreatment
N/A
Sewer System
05/31/2012
03/17/2010
WQ0035972
WQ0034579
Stormwater Management Plan
N/A
Other:
N/A
✓ For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project, please provide documentation of permit approval or final certification. Note: This application may be
considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non -
conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)(10). Provide the location in application package where this documentation is
located: N/A; or explain why this item is N/A.
6. Does this project utilize public monies or lands? ® Yes or ❑ No
RWDL only
✓ If yes, was an Environmental Assessment required under 15A NCAC O1 C?
Yes ® No
Include one of the following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ® Yes or ❑ No
✓ If yes, specify which portion(s) of the project are affected? Approx. STA 91 to STA 108
✓ If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ® Yes or ❑ No
FORM: RWPI 06-16 Page 2 of 3

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Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Page 2 of 3

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I, Kendra D. Parrish, P.E. Executive Director of Utilities and Infrastructure Services
(signing authority name — PLEASE PRINT) (title)
attest that this application for
Friendship Public Utilities Extension
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
DocuSignetl by.
Signature: Date:
9—b'69-4440..
4/4/2022
FORM: RWPI 06-16 Page 3 of 3

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
State of North Carolina
11?4112Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
Division of Water Resources INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — This application is for projects involving the construction of reclaimed water distribution lines that will supply reclaimed
water for conjunctive use activities. Unless otherwise noted, the Applicant shall submit one original and two copies of
the application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form.
A. Reclaimed Water Distribution Lines (FORM: RWDL 06-16) Application (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Distribution Lines (FORM: RWDL 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The system name in Item IL 1. shall be consistent with the user name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 5 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional En ig neer.
® The Applicant's Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(2).
B. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall demonstrate that they are the owner of the
property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a
combination of):
❑ Legal documentation of ownership (i.e., GIS deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
® An easement specifically indicating the intended use of the property and meeting the requirements of 15A NCAC 02L
.0107 , (i.e. municipality right of way) or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat
or survey map.
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
C. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0201(c)(1) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following
items:
® Table of contents.
® A general location map with at least two geographic references and a vicinity map.
® Plan and profile views of all pump stations and reclaimed water line extensions as well as the proximity of the reclaimed
water line extensions to other utilities and natural features.
® Depict minimum separation distances required by 15A NCAC 02U .0403(h), (i), and 15A NCAC 02T .0305).
® Minimum cover in accordance with 15A NCAC 02T .0305(g)(4).
® All labeling and color coding requirements per 15A NCAC 02U .0403.
® 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.
D. Specifications (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the specifications shall include the following items:
® Specifications for standard equipment may be omitted for municipalities with approved standard specifications. Use of
standard specifications must be noted on each page of the plans.
® Table of contents with each section/page numbered.
® Detailed specifications for each reclaimed water line and pump station (as applicable).
® 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.)
❑ rleet+ieal (i..e.,gels)
® All labeling and color coding requirements per 15A NCAC 02U .0403.
® 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.
E. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the calculations shall include the following items:
® Provide justification for the required pipe capacity, and details for how pipe sizes were determined.
® Minimum velocities to be maintained in the reclaimed water line.
® Detailed specifications for each reclaimed water line and pump station (as applicable).
® For connection to a force main, submit an evaluation of the existing force main based on peak flows to the proposed project
and peak flows already tributary to the existing force main.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
Division of Water Resources
1. CONTACT INFORMATION:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
FORM: RWDL 06-16
1. Applicant's name: Town of HollySprings
Mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540-
Telephone number: 9( 19) 577-3150 Email Address: Kendra. ParrishkHoll, S�pringsnc. oovv
2. Signature authority's name: Kendra Parrish (per 15A NCAC 02T .0106) Title: Executive Director of Utilities
and Infrastructure
3. Consulting Engineer's name: Christopher R. Petree License Number: 041935
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Telephone number: [phone] Email Address: chris.petreektimmons.com
11. DISTRIBUTION SYSTEM INFORMATION
Firm: Timmons Group
1. Distribution system project name (name of subdivision, shopping center, etc.): Friendship Public Utilities Extension
2. Project county: Wake
3. USGS map name: New Hill
4. Owner of reclaimed water generating facility: Town of HollySprings
5. Permit number of reclaimed water generating facility: W00032289
6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility. Town of
HollySprings
7. Permit number for reclaimed water line immediately upstream: W00042970
8. Pipe diameter for reclaimed water line immediately upstream: 16-in
9. Specify the proposed destination of the reclaimed water: To be determined - Not yet connected to end user
10. Capacity of proposed distribution system: To be determined - Not yet connected to end user gallons per day
11. Explanation of how capacity was determined: To be determined - Not yet connected to end user
III. DISTRIBUTION LINE DESIGN INFORMATION
1. Complete the table below for by providing the required information on the proposed distribution lines:
Diameter (inches)
Length
(linear feet)
pipe Material
High Elevation
(ft)
Discharge Elevation
(ft)
12-in
9,240
PVC C-900
—316'
—31 F
2. Station location of air release valves: STA 50 +22.44
Note: Air release valves must be provided at all high points along the line where the elevation difference exceeds 10 ft.
FORM: RWDL 06-16 Page 1 of 5

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
III. DISTRIBUTION LINE DESIGN INFORMATION (Continued)
3. Complete the table below by providing the location of each design criteria in the specification and/or plans in accordance with
15A NCAC 02U .0403. Items that are not applicable shall be marked N/A.
Design Criteria
Page Number in Plans
Page Number in Specifications
Labeling on reclaimed water piping, valves, storage
facilities, and outlets
D1.3
11-4
Color coding on reclaimed water piping, valves, etc.
D1.3
11-4
Method of securing valves and outlet for operation by
authorized personnel only
D1.3
11-10
Locking mechanism for hose bibs
N/A
N/A
Cross connection control devices
N/A
N/A
IV. SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance (in feet) from any reclaimed water storage units and/or pump station within the
distribution system to each item listed (distances greater than 500 feet may be marked N/A):
Setback Parameter
Pump stations within
Reclaimed Water
distributions stem
Storage Units
Required
Actual
Required
Actual
Any private or public water supply source
N/A
100
Any property line
N/A
50
Any well with exception of monitoring wells
100
100
Surface waters (streams — intermittent and perennial,
100
50
perennial waterbodies, and wetlands) classified as SA
Surface waters (streams — intermittent and perennial,
25
50
perennial waterbodies, and wetlands) classified as SA
2. Do the pump stations and storage units comply with all setbacks found in the river basin rules (15A NCAC 213 .0200)?
❑ Yes or ❑ No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ❑ No
✓ If yes, have these waivers been written, notarized, signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
✓ If yes, have the required Non -Discharge Wastewater System Waiver (FORM: NDWSW) forms been included with this
application package? ❑ Yes or ❑ No
FORM: RWDL 06-16 Page 2 of 5

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
V. SEPARATION DISTANCES
1. Provide the actual minimum separation distance (in feet) from the reclaimed water distribution system to each item listed in
accordance with 15A NCAC 02U .0403(h), (i), and (j):
Separation Parameter
Horizontal
Vertical
Required
Actual
Required
Actual
Any water line (feet)
10
17
1.5
1.5
Any well
50
47
N/A
Sewer lines (reclaimed over sewer)
2
5
1.5
1.5
Final earth grade
N/A
3
3
2. Are the separation requirements listed above met? ❑ Yes or ® No
✓ If No, has documentation been provided to show that piping and integrity testing procedures meet water main standards in
accordance with 15A NCAC 18C? ® Yes or ❑ No Holly Springs Standard Specifications
Note: In no case shall reclaimed water lines be closer than 25 feet to a private well.
VI. PUMP STATION INFORMATION
IF MORE THAN ONE PUMP STATION, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water pump stations proposed as part of the distribution system? ❑ Yes or ® No
✓ If no, then skip the remaining items in Section VI.
2. Complete the table below by providing the required information regarding the reclaimed water pump station(s)
Pump Station Design
Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Volume
gallons
Inlet Elevation
ft
Outlet Elevation
ft
Number of pumps
Pump capacity
GPM
Lead pump on elevation
ft
Lag pump on elevation
ft
Lead pump off elevation
ft
Lag pump off elevation
ft
High water elevation
ft
Audible/Visual high water alarm
3. What is the 100-year flood elevation? (ft)
4. Precautions to be taken to protect the pump station from flooding: (ft)
FORM: RWDL 06-16 Page 3 of 5

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
VILSTORAGE TANK INFORMATION
IF MORE THAN ONE STORAGE TANK, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water storage tanks proposed as part of the distribution system? ❑ Yes or ® No
✓ If no, then skip the remaining items in Section VII.
2. Complete the table below by providing the required information regarding the reclaimed water storage tank(s)
Storage Tank Design
Plan Sheet
Number
Specification
Page Number
Type of storage tank
Select
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Storage Volume
gallons
Inlet Elevation
ft
Outlet Elevation
ft
High water elevation
ft
Audible/Visual high water alarm
3. What measures will be taken to reduce the risk of overflow?
FORM: RWDL 06-16 Page 4 of 5

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
Professional Engineer's Certification:
I, Christopher R. Petree, PE , attest that this application for Friendship Public Utilities Extension
has been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
design has been prepared in accordance with this application package and its instructions as well as all applicable regulations and
statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
M '� pu9�I➢ ����'
f
[emsq.,-
FA[�
i6 6564J2t, MMIF m
4/4/2022
%"
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
I, Kendra D. Parrish, RE, Executive Director of Utilities & Infrastructure Services
(signing authority name — PLEASE PRINT) (title)
attest that this application for Friendship Public Utilities Extension
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any
application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties
up to $25,000 per violation.
Do -g—d by.
Signature: ( Date: 4/4/2022
03C 69F 4440...
FORM: RWDL 06-16 Page 5 of 5

DocuSign Envelope ID: DADFD1F3-1CO2-4787-91341-08A65E796C713
ROY COOPER
Governor
ELIZAETH S. BISER.
Secretary
S. DANIEL SMITH
Director
February 17, 2022
NORTH CAROLINA
Environmental Quality
DWR # 20220004
Wake County
Town of Holly Springs
Attn: Kendra Parrish
128 South Main Street
Holly Springs, NC 27540
(via email kndra.parrish(a)hollyspringsnc.gov)
Subject: Approval of Individual 401 Water Quality Certification
Holly Springs Offsite Utilities
USACE Action ID. No. SAW-2022-00197
Dear Ms. Parrish:
Attached hereto is a copy of Certification No. 4655 issued to Kendra Parrish and the Town of Holly Springs
dated February 17, 2022. This approval is for the purpose and design described in your application. The
plans and specifications for this project are incorporated by reference as part of this Water Quality
Certification. If you change your project, you must notify the Division and you may be required to submit a
new application package with the appropriate fee. If the property is sold, the new owner must be given a
copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H
.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 13800 Barrett Drive ( Raleigh, North Carolina 2'7609
Jf N7'1-7 C:Al 1 LJNA .dr
FiT,ro"sire �1i�u�rrnneaei a aot�y 919.791.4200

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR# 20220004
Individual Certification 4WQC004655
Page 2 of 9
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours (or the next business day if a weekend or holiday) from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
w.uicoaVi.:coilu/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the parry filing the Petition is not the permittee, then the parry must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Colleen Cohn at 919-791-4258 or Colleen. Cohn&ncdenr.gov if you have any
questions or concerns.
Sincerely,
DocuSigned by:
8CDA9D825D4A46D...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Matt Michel, Timmons (via email)
Lyle Phillips, USACE Raleigh Regulatory Field Office (via email)
DWR 401 & Buffer Permitting Branch Electronic file

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR4 20220004
Individual Certification 4WQC004655
Page 3 of 9
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION 44655 is issued in conformity with the requirements of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15
NCAC 02H .0500 and 15A NCAC 02B .0200, to Kendra Parrish and the Town of Holly Springs,
who have authorization for the impacts listed below, as described within your application
received by the N.C. Division of Water Resources (Division) on December 22, 2021, and
payment received January 4, 2022.
The State of North Carolina certifies that this activity will comply with water quality
requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public
Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting
documentation, and conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount
Approved (units)
Permanent
Amount Approved
(units) Temporary
404/401 Wetlands:
Wl:
Sewer Easement
0 acres
0.008 acres
404/401 Streams:
S1:
Dewatenn
0
linear feet
35 linear feet
S2:
Dewaterin
0
linear feet
49 linear feet
S3:
Dewaterin
0
linear feet
130 linear feet
S4:
Dewaterin
0
linear feet
73 linear feet
S5:
Dewaterin
0
linear feet
62 linear feet
S6:
Dewaterin
0
linear feet
163 linear feet
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T, applicable Minimum Design Criteria (MDC), and/or Alternative Design
Criteria.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
2. Any utility construction corridor that is parallel to a stream or open water shall not be closer than
10 feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR4 20220004
Individual Certification 4WQC004655
Page 4 of 9
3. Where there are temporary or permanent impacts from stream crossings, utility lines shall cross
the stream channel at a near -perpendicular direction (i.e., between 75 degrees and 105 degrees to
the stream bank).
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
4. Construction corridors in wetlands and/or across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 40 feet wide.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed only
as needed to install the utility and remaining stumps shall be cut off at grade level. The general
stripping of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
5. Permanent maintained access corridors in wetlands and across stream channels shall be restricted
to the minimum width practicable and shall not exceed 30 feet wide.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
6. For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until the
utility exits the wetland. Anti -seep collars may be constructed with class B concrete, compacted
clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and
perpendicular wetland crossings that are open cut and less than 150 feet long do not require anti -
seep collars. The compacted clay shall have a specific infiltration of 1 X 10-5 cm/sec or less.
See Water Quality General Certification No. 4275 for a section and plan view diagram for the
anti -seep collars.
The following specifications shall apply to class B concrete:
i. Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii. Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii. Maximum water -cement ratio gallons per sack 6.8
iv. Slump range 2" to 4"
V. Minimum strength - 28-day psi 2,500
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
7. The permittee shall restore wetland contours to pre -construction conditions. Any excess material
will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be minimized
to the greatest extent practical. During excavation, the soils shall be placed on fabric to
minimize impacts whenever possible. Topsoil excavated from utility trenches will be piled
separately from subsoils and will be backfilled into the trench only after the subsoils have been
placed and compacted.

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR# 20220004
Individual Certification 4WQC004655
Page 5 of 9
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
8. The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or
any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited
to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours
(or the next business day if a weekend or holiday) from the time the permittee became aware of
the non-compliance circumstances.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
9. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H . 0506; 15A NCAC 02H . 0507(c)
10. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
11. When applicable, all construction activities shall be performed and maintained in full compliance
with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of
applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate
Best Management Practices for the control of sediment and erosion so that no violations of state
water quality standards, statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North
Caroline Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project. Sufficient
materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCACO2B . 0200; 15A
NCAC 02B .0231
12. Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR4 20220004
Individual Certification 4WQC004655
Page 6 of 9
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt
fence installed within wetlands shall be removed from wetlands and the natural grade restored
within two (2) months of the date that DEMLR or locally delegated program has released the
specific area within the project to ensure wetland standards are maintained upon completion of
the project.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
13. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
14. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
15. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current
version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B.0200
16. In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills,
step -pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
17. Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and
profile of the stream above and below a pipe or culvert shall not be modified by widening the
stream channel or by reducing the depth of the stream in connection with the construction
activity. The width, height, and gradient of a proposed culvert shall be such as to pass the
average historical low flow and spring flow without adversely altering flow velocity. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR# 20220004
Individual Certification 4WQC004655
Page 7 of 9
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow
passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the streambed is not
required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert
slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for
flattening the slope have been investigated and aquatic life movement/connectivity has been
provided when possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the
installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall
be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If
bedrock is discovered during construction, then DWR shall be notified by phone or email within
24 hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other
fill projects are constructed across FEMA-designated floodways or wetlands, openings such as
culverts or bridges shall be provided to maintain the natural hydrology of the system as well as
prevent constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip -rap or other bank hardening methods.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
18. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: 15A 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A NCAC 02B
.0231
19. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A NCAC 02B
.0231
20. All proposed and approved temporary fill and culverts shall be removed and the impacted area
shall be returned to natural conditions within 60 calendar days after the temporary impact is no
longer necessary. The impacted areas shall be restored to original grade, including each stream's

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR4 20220004
Individual Certification 4WQC004655
Page 8 of 9
original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H . 0507(c)
21. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
shall be installed as outlined in the most recent edition of the North Carolina Sediment and
Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or
the North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use
of this Certification.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
22. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Placement of rip -rap or other approved materials shall
not result in de -stabilization of the stream bed or banks upstream or downstream of the area or be
installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
23. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except
in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B.0201
24. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
general equipment maintenance shall be performed in a manner to prevent, to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
25. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B.0231
26. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.

DocuSign Envelope ID: DADFD1 F3-1 CO2-4787-91341-08A65E796C713 Holly Springs Offsite Utilities
DWR4 20220004
Individual Certification 4WQC004655
Page 9 of 9
Citation: 15A NCAC 02H . 0507(c); N.C. G. S 143-215.85(b)
27. The permittee and their authorized agents shall conduct all activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
28. The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a
copy of this Water Quality Certification. A copy of this Water Quality Certification shall be
available at the project site during the construction and maintenance of this project.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted
in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in
effect on the date of issuance shall remain in effect for the life of the project, regardless of the
expiration date of this Certification. [15A NCAC 02H .0507(c)]
This, the 17th day of February 2022
DocuSigned by:
S�, t U4 �
BCDA9D825D4A46D...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
CMC
WQC004655

DocuSign Envelope ID: ECE32D91-147A-4EE6-8224-ECC404A12773
Date:
Prepared For:
Prepared By:
Project:
Background
February 22, 2022
Town of Holly Springs
Reclaimed Water Modeling
Friendship Utilities Project
Michael Goliber, PE
DMP 210240
E N G 11 N E E R S & S U R V !E Y 0 1 dMP
NOON=
n
� �j OE3C574FC9� :�� i
' SEAL
024968
• 02/23/2022
GO00
As requested by the Town of Holly Springs (Town), DMP has evaluated the feasibility of extending a
Reclaimed Water Line (RCWL) along Holly Springs New Hill Road to serve a new Business Park on Friendship
Road. The proposed project will serve as the transmission main for future development within the Business
Park.
Model Setup
DMP performed the evaluations utilizing the Town's reclaimed water system model in WaterCAD.
The following setup was used for the modeling:
I ,��rr-l....,�, Modell ttAI
.........:........."...... :..
Tank Water Elev: 578' (normal low, down 7 ft)
WRF Pumps off
SFR Lots at Typical Demand (1.83 gpm/SFR due to average lot size being approximately 15,000 SF)
(assumes 70% of SFR's are connected).
Sequiris: 550 gpm (includes 400 gpm cooling and 150 gpm irrigation)
WRF: 360 gpm (NPW uses + 200 gpm for RCW bulk filling)
Twelve Oaks Pond: 500 gpm
Ingenco: 53 gpm
Burt Tract: Full build out active and in service (412 gpm)
Hensley Tract: Full build out active and in service (214 gpm)
Twelve Oaks Phase 09: Full build out active and in service (Stephenson) (150 gpm)
Addison Subdivision: Full build out active and in service (Formerly Harris) (72 gpm)
New Hill Road Subdivision (52 GPM)
Carolina Springs PUD Phases 1-5 (296 GPM)
Model Calculations: All modeling calculations were performed as a Steady State Model. Modeling
as a Steady State Model provides for worst case demand condition, meaning that all demands in
the model are active as part of the Scenario calculation.

DocuSign Envelope ID: ECE32D91-147A-4EE6-8224-ECC404A12773
Technical Memorandum
DMP 210240
Page 2
Based on CAD drawings and PDF's provided to DMP by the Town of Holly Springs dated along with the
associated emails, the proposed development is for the transmission main from the existing reclaimed
system to Friendship Road.
The information provided to DMP was brought into the model as a backdrop. The reclaimed water line
extension and system nodes, with corresponding elevations, were then added to the model. Nodes
within the project are estimated to be at an approximate elevation of 310± ft based on the information
provided.
At this time the extension of the Reclaimed Water System was modeled to provide future demand for
the Park.
Modeling Results:
The model is based on the 12" transmission main being a connection to the Park from the existing the 16"
RCWL in Holly Springs New Hill Road. The model also assumed that the developments proposed and
approved prior, as outlined under Reclaimed Model Setup, are active and in service.
Based on the described model setup above, one scenario was modeled Pressures are satisfactory and meet
the requirements of the RCWL. These results indicate that the proposed project meets the objectives of
the system.
The project meets the requirements of the Town of Holly Springs:
Exhibit: Active System
Exhibit: Scenario 1
P: �2021 �210240�Technicol Memo�210240 Friendship Utilities Project Reclaimed Water Model 2022-02-22.docx

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SECTION 11.00
RECLAIMED WATER DISTRIBUTION SYSTEM
TABLE OF CONTENTS
11.00 GENERAL
11.01 RECLAIMED WATER DISTRIBUTION PIPE
A. Design
B. Materials
C. Installation
11.02VALVES AND APPURTENANCES
A. Valves
B. Appurtenances
11.03 RECLAIMED WATER SERVICE TAPS
A. Design
B. Materials
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. General
B. Designs
C. Street Crossing
D. Hose Bibs
E. Rain Sensors
11.05 TESTING AND INSPECTION
A. General
B. Testing
C. Inspection
D. Cross Connection Control
11.06 REPAIR OF RECLAIMED WATER SYSTEM
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2015 ED&CS 11-1 Supp 12016
Supp # 2 Aug. 2017
Supp # 3 Aug. 2018
Supp # 5 Apr. 2021

11.00 GENERAL
A. All aspects of the design and construction of any portion of the reclaimed water
distribution system shall, at a minimum, meet the requirements of the North
Carolina Department of Environmental Quality (NCDEQ) Division of Water
Resources (DWR). Requirements presented in the Town of Holly Springs
Standard Specifications hereunder that are more restrictive or go above and
beyond the requirements of DWR are required by the Town of Holly Springs.
B. All Reclaimed water systems must be designed per North Carolina
Administrative Code 15A NCAC 02U — Reclaimed Water, latest revision, the
governing regulations.
C. Extensions of the existing reclaimed water distribution system must adhere to
any and all Policy Statements and/or Master Plans pertaining to the reclaimed
water distribution system, and receive prior approval from the Executive
Director of Utilities and Infrastructure Services, prior to consideration.
D. Reclaimed water main extensions may require a detailed hydraulic report,
signed and sealed by a North Carolina Professional Engineer, be submitted to
the Executive Director of Utilities and Infrastructure Services and receive
approval prior to construction drawing submittal.
E. Reclaimed Water main extensions shall be submitted to the Executive Director
of Utilities and Infrastructure Services for notification only. Engineering will
forward to NCDEQ for review and approval.
F. Any reclaimed water that leaves the reclaimed water distribution system other
than by means of a properly permitted use must be disposed of into the Town
of Holly Springs sanitary sewer system. This includes any reclaimed water line
flushing, and/or line breaks unless otherwise allowed by NCDEQ rules. De
minimus runoff from distribution air relief valves and blow -off is deemed
permitted per NCDEQ rules. Any reclaimed water that is not a properly
permitted use or sent to a sanitary sewer must be reported and handled as if it
were a wastewater spill.
11.01 RECLAIMED WATER DISTRIBUTION PIPE
All new irrigation systems located within the Town's reclaimed service area desiring to
obtain water service for such system from the Town must connect to the reclaimed water
system, if reclaimed water is available to the property. Design must be in accordance with
Chapter 16 Article IV of the Holly Springs Town Code of Ordinances. These areas are
shown on the Reclaimed Water Distribution Service Area Map located on the Town's
website.
2015 ED&CS 11-2 Supp 12016
Supp # 2 Aug. 2017
Supp # 3 Aug. 2018
Supp # 5 Apr. 2021

A. DESIGN
Location: Reclaimed water lines shall be extended along the roadway to the
adjacent property line. All public reclaimed water mains shall be located within
dedicated right of way or dedicated easements with a minimum width of 20
feet. See Section 2.10 for allowable landscape plantings within a Town of
Holly Springs easement.
2. Siziniz: Reclaimed water mains shall be sized in accordance with good design
procedures to provide adequate pressures throughout the system or as directed
by the Executive Director of Utilities and Infrastructure Services. The
minimum pipe size for reclaimed water mains shall be 4 inches in accordance
with the reclaim hydraulic model.
Installation: All utility extension permits must be obtained prior to construction
utilizing appropriate application forms from NCDEQ. All reclaimed water
mains shall have a minimum cover of 4 feet measured from the top of the pipe
to the finished grade. When reclaimed water mains are installed along a
roadway which does not have curb and gutter, the reclaimed water main shall
be installed at sufficient depth to prevent conflict with future road
improvements or vertical alignment changes.
4. Relation to Potable Water Mains and Other Utilities
a) Reclaimed water mains shall be laid with at least 5 feet horizontal separation
from existing potable water mains or sanitary sewer mains, measured
laterally edge to edge.
b) Where a reclaimed water main and potable water main cross, and the
vertical separation is less than 18 inches or the reclaimed water main passes
above the potable water main, both the potable water main and the
reclaimed water main shall be ductile iron pipe at least one whole pipe
length from the crossing point with joints equivalent to water main
standards.
c) Reclaimed water mains should only cross sanitary sewer mains or potable
water mains at an approximate 90 degree angle.
d) The minimum separation between reclaimed water mains and storm sewer
mains must be either 5 feet horizontal or 2 feet horizontal with a vertical
separation of 24 inches unless otherwise approved by the Executive
Director of Utilities and Infrastructure Services. Where storm sewers cross
reclaimed water with a vertical separation of less than 24 inches the segment
of reclaimed water pipe shall be ductile iron pipe at least one whole pipe
length from the crossing point with joints equivalent to water main
standards.
2015 ED&CS 11-3 Supp 12016
Supp # 2 Aug. 2017
Supp # 3 Aug. 2018
Supp 4 5 Apr. 2021

e) Where reclaim water main crosses under storm sewer main with a vertical
separation less than 24 inches then reclaim water must be ductile iron
minimum of 10 feet each side of crossing and properly marked as reclaim.
f) Where sanitary sewer crosses reclaimed mains, a vertical separation of 18
inches must be maintained.
g) Reclaimed water distribution lines shall not be less than 50 ft from a well
unless the piping and integrity testing procedures meet water main
standards, but in no case shall they be less than 25 feet from a private well
or 50 ft from a public well.
5. Identification of Reclaimed Piping,
a. General:
All new distribution piping in the reclaimed water system, including
service lines, valves and other appurtenances should either be colored
purple (Pantone 522 or similar) and embossed or be integrally
stamped/marked "CAUTION: RECLAIMED WATER — DO NOT
DRINK," or be installed with a purple identification tape, and a purple
polyethylene vinyl wrap.
b) Polvethy lene Wr4l1: Buried ductile iron pipe and fittings shall be wrapped
with a purple colored polyethylene membrane conforming to ANSI A21.5,
and installed in accordance with AWWA C105. The polyethylene sheets
shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or
similar).
c) Tracer Wire: Tracer wire shall be installed along those portions of reclaimed
water main located outside existing or future street pavement. Tracer wire
shall be installed as shown in the Details.
d) Identification Ta e:
i. Identification tape should be prepared with white or black printing on a
purple field (Pantone 522 or similar) having the words
"CAUTION: RECLAIMED WATER — DO NOT DRINK." The
overall width of the tape should be at least 3 inches.
ii. Identification tape should be installed on the top of the distribution
piping longitudinally and should be centered over the pipe. The
identification should be continuous in its coverage on the pipe and
should be fastened to each pipe length no more than 10 feet apart. Tape
2015 ED&CS 11-4 Supp 12016
Supp # 2 Aug. 2017
Supp # 3 Aug. 2018
Supp # 5 Apr. 2021

attached to sections of pipe before they are placed in the trench should
have flaps sufficient for continuous coverage. Other satisfactory means
of securing the tape during backfill of the trench may be used if suitable
for the work, as determined by the Executive Director of Utilities and
Infrastructure Services.
iii. The identification tape differentiating the reclaimed water piping from
other utility lines should be consistent throughout the service area.
e) Signage:
i. The public shall be notified of the use of reclaimed water.
ii. Advisory signs shall be posted around reclaimed water irrigation
activities in public areas, adjacent to ponds used to store reclaimed
water in public areas, and at decorative water features that use
reclaimed water.
B. MATERIALS
Material: All reclaimed water main distribution pipe 4" thru 12" diameter shall be
C900 PVC pipe. All reclaimed water main distribution pipe greater than 12"
diameter shall be C905 PVC. Ductile Iron Pipe shall only be used in special cases
and with the Executive Director of Utilities and Infrastructure Services approval.
New manufacturers must submit requests for approval to the Executive Director of
Utilities and Infrastructure Services. Additional information such as catalogs, list
of installations in the area or material samples may be required. A written response
will be mailed to the applicant accepting or rejecting the product within 90 days of
the receipt of all necessary information.
2. Ductile Iron Pike:
a) This material shall only be used for reclaimed water lines with Executive
Director of Utilities and Infrastructure Services' approval.
b) Buried ductile iron pipe and fittings shall be wrapped with a purple colored
polyethylene membrane conforming to ANSI A21.5, and installed in
accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick,
minimum, and be colored purple (Pantone 522 or similar).
c) Ductile iron pipe shall be designed and manufactured in accordance with
AWWA C150 and C151. The minimum required pressure ratings for ductile
iron pipe installed at a Type 2 laying condition are tabulated below. For all
other installations other than specified, the laying condition or the minimum
pressure class rating shall be increased in accordance with AWWA C151.
Pipe Diameter DeLith of Cover 11 Pressure Class
6-8 -inch 3-20 feet 350 :psi
2015 ED&CS 11-5 Supp 12016
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Supp # 3 Aug. 2018
Supp # 5 Apr. 2021

10-12 -inch 3-14 feet 350 psi
14-20 -inch 3-10 feet 250 psi
24-64 -inch 3 - 8 feet 150 psi
d) Pipe joints shall be of the push -on type as per AWWA C111. Pipe lining shall
be cement mortar with a seal coat of bituminous material in accordance with
AWWA C 104. Galvanized steel pipe will not be allowed as a material for
reclaimed water mains or reclaimed water service lines.
3. PVC,, le;
a) PVC pipe (4" to 12") shall be designed and manufactured in accordance with
AWWA C900. PVC pipe larger than 12" shall be designed and manufactured
in accordance with AWWA C905. The PVC pipe shall be made of virgin PVC
resin that provides chemical and physical properties that meet or exceed cell
class 12454-B as defined in ASTM D1784. All PVC pipe shall be supplied in
standard laying lengths of 20 feet. Pipe shall be furnished in factory packaged
units, with each joint plainly marked with the manufacturer's name, pressure
class, size, etc. PVC pipe shall have integral wall, bell and spigot joints
fabricated with elastomeric gaskets that meet or exceed the performance
requirements of ASTM D3139 and F477. Fittings used on PVC pipe shall be
AWWA C 153 compact ductile iron fittings.
b) All PVC pipe supplied for reclaimed water applications shall be color coded
purple (Pantone 522 or similar) as required byl5A NCAC 02U — Reclaimed
Water).
c) Furnish pipe for the following minimum pressure classes as indicated. Diameter
4"-12", C900 Pressure Class 150, SDR 18 Diameter 14" and larger, C905
Pressure Class 165, DR18.
4. Steel Encasement for reclaimed water pipes are required for the following Street
Classifications to avoid traffic disruption in the future:
Controlled Access Highway
For carrier pipes that employ cathodic protection anticorrosion systems, the
carrier and casing pipes shall be effectively insulated from one another. Carrier
and casing shall be cathodically protected as a unit.
See Section 5.03 Boring and Jacking for more casing pipe size requirements.
C. INSTALLATION
2015 ED&CS 11-6 Supp 12016
Supp # 2 Aug. 2017
Supp # 3 Aug. 2018
Supp # 5 Apr. 2021

1. Ductile iron pipe shall be installed in accordance with the requirements of AWWA
C600 and the Ductile Iron Pipe Handbook published by the Ductile Iron Pipe
Research Association. At a minimum, all ductile iron pipe shall be installed at a
Type 2 laying condition as specified by AWWA C600.
2. PVC pipe shall be installed in accordance with AWWA C605. At a minimum, all
PVC pipe shall be installed at a Type 3 laying condition as specified by AWWA
C605.
3. Materials at all times shall be handled with mechanical equipment or in such a
manner to protect them from damage. At no time shall pipe and fittings be dropped
or pushed into ditches.
4. Pipe and fitting interiors shall be protected from foreign matter and shall be
inspected for damage and defects prior to installation. In the event foreign matter
is present in pipe and fittings, it shall be removed before installation. Open ends of
pipe shall be plugged or capped when pipe laying is not in progress.
with at least 48 inches of cover below the finished subgrade. Pipe shall be laid on
true lines as directed by the Executive Director of Utilities and Infrastructure
Services. Trenches shall be sufficiently wide to adjust the alignment. Bell holes
shall be dug at each joint to permit proper joint assembly. The pipe shall be laid
and adjusted so that the alignment with the next succeeding joint will be centered
in the joint and the entire 9ipeline will be in continuous I-i" ment both horizopt-44r
and vertically. Pipe joints shall be fitted so that a thoroughly watertight joint will
result. All joints will be made in conformance with the manufacturer's
recommendations for the type of joint selected. All transition joints between
different types of pipe shall be made with transon couplings approved on shop
drawings showing the complete assembly to scale.
6. Prior to beginning construction, the Contractor shall contact local utility companies
and verify the location of existing utilities. The Contractor shall be completely and
solely responsible for locating all existing buried utilities inside the construction
zone before beginning excavation. r1be Contractor shall be solely responsible for
scheduling and coordinating the utility location work. When an existing utility is
in conflict with construction, it shall be exposed prior to beginning construction to
prevent damage to the existing utility.
7. Valves in the existing Town of Holly Springs water system shall not be operated
without a minimum notice of 24 hours tote Executive Director of Utilities and
Infrastructure Services and the Director of Public Utilities, The Contractor shall
operate valves only in accordance with Town of Holly Springs Engineering Design
and Construction Standards,
2015 ED&CS 11-7 Supp 12016
Supp # 2 Aug. 2017
Supp # 3 Aug. 2018
Supp # 5 Apr. 2021

11.02 VALVES AND APPURTENANCES
I TAI 1i/W
1. General
a) Valves shall be installed on all branches from feeder reclaimed water mains
according to the following schedule: 4 valves at crosses; 3 valves at tees. When
a loop section of reclaimed water line is connected back into the feeder
reclaimed water main within a distance of 200 feet or less, only one valve will
be required in the feeder reclaimed main. Reclaimed water main extensions or
mains extending at a project phase line shall include a valve and one additional
standard length of pipe with a cap and a temporary blow -off assembly.
b) Where no reclaimed water line intersections are existing, a main line valve shall
be installed at every 100 feet per 1-inch diameter main up to a distance of 1000
feet between valves. In addition, the Town of Holly Springs reserves the right
to require additional isolation valves where necessary for efficient operation
and maintenance.
c) Valves shall be properly located, operable and at the correct elevation. All
valves and reducers shall be rodded to the tee or cross if one is located within
10 feet as shown in the Details. If reducers cannot be rodded, concrete blocking
or other restraining methods will be required. The maximum depth of the valve
nut shall be 5 feet. When valve extension kits are used, they must be
manufactured by the same company which manufactured the valve.
2. Combination Air Valves
a) Combination air valves shall be installed at all high points of reclaimed water
lines 12" inches in diameter or larger and at other locations as directed by the
Town of Holly Springs. The reclaimed water main shall be installed at a grade
which will allow the air to migrate to a high point where the air can be released
through an air valve. A minimum pipe slope of 1 foot in 500 feet should be
maintained. The valve shall have a minimum two (2) inch NPT inlet and 200-
PSIG working pressure. Combination air valves shall be sized by the Engineer
and approved by the Town of Holly Springs.
b) Combination air valves shall be of the single housing style that combines the
operation of both an air/vacuum and air release valve. The valve must meet the
requirements of AWWA C512 and be installed in accordance with the Details.
c) Manholes installed for the combination air valves shall meet all requirements
of Section 7.00.
3. Gate Valves
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a) Gate valves 2 inches and greater shall meet all requirements of AWWA C500
for a working pressure of 200 psi. All gate valves shall be mechanical joint
with iron body, bronze mounting double disc parallel seat type with a non -rising
stem and open left with a double O-ring seal.
b) Gate valves, up to and including 12 inches, shall be installed in a vertical
position.
c) Gate Valves 16 inches and larger must be approved by the Executive Director
of Utilities and Infrastructure Services. They may be installed horizontally and
equipped with bevel gears, grease case, rollers, tracks scrapers, and a bypass
located on the side of the body (fully revolving disc valves shall not require
rollers), or vertically and be equipped with spur gears enclosed in a grease case
and with a bypass located on the side of the body. In either case, the roller and
scraper operators shall be installed in a manhole that meets all requirements of
Section 7.00.
4. Resilient Seat We
dge GValves: Resilient seat wedge gate valves shall be
m mm ate manufactured in accordance with AWWA C509 for a working pressure of 200
psi. All shall be mechanical joint with iron body, open left with a non -rising stem
and two O-ring stem seals. All ferrous surfaces, both inside and outside, shall be
protected by a fusion -bonded epoxy coating.
5. Butterfly Valves: Butterfly Valves may be installed in reclaimed water mains 24
inches or greater with the permission of the Executive Director of Utilities and
Infrastructure Services. All butterfly valves shall meet the requirements of AWWA
C504 with mechanical joints, 2 inch open left operating nut. Valves installed on
reclaimed waterlines at depths greater than 6' (measured to top of pipe) shall be
installed in a manhole (see Section 7.00) as shown in the Details. Valves
designated by the Town of Holly Springs to potentially have a remote actuator shall
be installed in a manhole (see Section 7.00) as shown in the Details.
6. Valve Boxes
a) Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch
opening. Valve box ring adjustments will not be allowed. All valve boxes shall
be furnished with an approved operating key which shall allow operation by
authorized personnel only.
b) Valve box covers shall be square in shape (NOT round) and shall be designed
for AASHTO H-20 truck loadings. All valve box covers shall be of non -
interchangeable shape with potable water covers, and cast on the top surface
with a recognizable inscription indicating "Reclaimed Water". All valve box
covers shall be painted purple (Pantone 522 or similar).
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c) The valve box shall be centered over the wrench nut and seated on compacted
backfill without touching the valve assembly. All valve boxes shall be encased
in a trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt
with the cover flush with the top of the pavement or flush with the finished
grade. Precast concrete valve box encasements may not be used for valve box
encasement outside of paved areas. The maximum depth of the valve nut shall
be 5 feet. When valve extension kits are used, they must be manufactured by
the same company that manufactured the valve.
B. APPURTENANCES
1. Pipe Fittings: Pipe fittings shall be castor ductile iron designed and manufactured as
per AWWA C110. Sizes of fittings up to and including 12 inches shall be designed for an
internal pressure of 250 psi, and larger size fittings shall be designed for an internal pressure
of 150 psi. Compact ductile iron mechanical joint fittings designed and manufactured as
per AWWA C111 are also acceptable. Joints for fittings shall be mechanical and lined
with cement mortar with a seal coat of bituminous material, all in accordance with AWWA
C 104.
2. Blowoffs
a) Blowoffs installed at the end of cul-de-sacs shall be a minimum of 2
inches. Blowoffs installed on transmission and distribution mains shall be a
minimum of 2 inches. Where there is not sufficient pressure to thoroughly flush
the system, a larger blowoff will be required.
b) Blowoff assemblies shall be constructed as shown in the Details. The valves
shall be gate type with a non -rising stem and a 2-inch operating nut, O-ring
seals and screwed ends. A full-size valve is required on mains that are planned
to be extended.
c) Blowoffs shall be directed in a non -erosive manner to a stabilized grassed area
at least 50 ft. from a jurisdictional feature or directed into the closest sanitary
sewer manhole. Blowoffs installed at the end of cul-de-sacs should be tied into
a sanitary sewer manhole where available.
3. Thrust Restraint: Reaction blocking for all fittings or components subject to
hydrostatic thrust shall be securely anchored by the use of concrete thrust blocks poured in
place or restrained joint piping as described below
a. Concrete thrust blocks shall be poured in place with reaction areas as shown in
the Details. No concrete shall interfere with the removal of fittings. Material
for reaction blocking shall be 3000 psi concrete. A minimum 4 mil plastic shall
cover the fitting to ensure that no concrete will interfere with removal of the
fitting.
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b. PVC Bell Joint Restraint - All PVC bell joints shall be restrained for both C900
and C905 PVC pipe. The bell joint restraint shall consist of either an approved
restrained PVC joint provided by the same manufacturer of the PVC pipe or an
approved bell joint restraint harness. All bell joint restraint harness assemblies
shall be made of ductile iron pipe (DIP), coated with a manufacturer applied
epoxy coating or polyester powder coating, including stainless steel bolts, nuts
and rods. The bell joint restraint harness shall be manufacturer approved for
use with PVC pipe and rated for at least 200-psi with a 3:1 safety factor.
c. All valves and fittings shall be restrained to C900 or C905 pipe with an
approved wedge action retainer gland or other approved restraining method. All
DIP fittings for reclaimed water use shall be identified by purple painting or
wrapping with polyethylene wrap (Pantone 522 or similar). Alternative
restraining methods and mechanical joint restraints may be used upon approval
by the Executive Director of Utilities and Infrastructure Services.
11.03 RECLAIMED WATER SERVICE TAPS
A. DESIGN
1. Individual reclaimed water services, and multiple branch services, shall be provided
from the reclaimed water main to each reclaimed water meter for single customer
locations in accordance with the Details. All connections shall be made by wet
taps. Service connections shall be made perpendicular to the reclaimed water main
and shall run straight to the reclaimed water meter.
All reclaimed water meter boxes and vaults shall be located at the edge of the
serviced lot's right of way or easement. Reclaimed water meter boxes shall not be
placed in streets, sidewalks, parking areas or obstructed by fencing or
buildings. Exceptions to these conditions will be at the direction of the Executive
Director of Utilities and Infrastructure Services.
3. Service taps to existing reclaimed water mains shall be made by the Town of Holly
Springs. Service taps to new reclaimed water mains shall be made by the Contractor
in accordance with the Specifications.
4. Water meters shall be sized based on applicant water budget calculations using the
approved method. Water meter size shall be determined from the following table;
or as otherwise specified by the Executive Director of Utilities and Infrastructure
Services. Multiple branch services size shall be determined by the designer.
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METER SIZING GUIDE
Meter Size
Flow Range
(inches)
_ (GPM
3/4" PD
0 - 20
1" PD
20 - 50
1 %2" PD
50 - 100
2" C
100 - 200
3" C
200 - 400
4" C
400 - 600
PD = Positive Displacement
T = Turbine (may be required on a case -by -case basis)
C = Compound (must be sized on a case -by -case basis)
5. Service taps greater than 2 inches shall be made by a Contractor of the Developer.
B. MATERIALS
1. Taps:
Direct taps shall not be allowed on C900 or C905 PVC mains. The maximum
allowable size for saddle taps is 2". All taps larger than 2-inches shall be installed
by inline fittings or tapping sleeves. All tapping of C900 or C905 PVC mains shall
be implemented with shell type cutting tools classified for use with PVC pipe that
retains the coupon cut while penetrating the pipe wall, use of twist drill bits and
auger bits shall be prohibited.
The maximum size of direct taps without a fitting, tapping sleeve or saddle for
ductile iron mains shall be as follows:
Main Size ( inches
.... ............ ... ..
Tap
a Size (inches) mm.... 1
4" main
3/4" tali
»
6 mam
......
.... .... �.
1 to
mma
i
10 �, n
1...1. 11211
j �,
... .. �..........
12" main. .
.... ......... .__.....
.........._................. ...........
2"� toL ��............�..�.— �.,.
2. Tapping Sleeves: Tapping Sleeves shall be made of either cast iron or stainless
steel. The sleeve shall be two-piece with mechanical joint to the main line and
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flanged to the tapping valve. Cast iron shall meet AWWA C110
specifications. Stainless steel shall meet AWWA C223 specifications. All sleeves
shall require full circumferential gasket. All tapping sleeves shall be manufactured
and approved for installation on the specific main line pipe material (DIP, C900,
C905).
Tapping Saddles: Tapping Saddles shall be used on reclaimed water mains 16
inches and larger. Saddles shall be made of ductile iron providing a factor of safety
of 2.5 with a working pressure of 250 psi. Saddles shall be equipped with an
AWWA C 110 flange connection on the branch. Sealing gaskets shall be O-ring
type, high quality molded rubber having an approximate 70 durometer hardness,
placed into a groove on the curved surface of the saddles. Straps shall be alloy
steel. The maximum size saddle outlet for each size of pipe to be tapped shall be
as follows:
Size .. .. m�.........................................�
pipe
��.�.�....�.
u....... .....�.�.�.�Maximum size
to be t ped
Saddle Outlet
16"
8"
18"
�_,.,.,.,..e... .............. ���
8" .......
20" ...... ..
......
10»
............................
24" and larger
12"
4. Cor,poratio,n,Stop s:. Corporation Stops shall be ball type, made of brass and
complete with a compression or flared coupling and AWWA Standard threads as
per AWWA C800. Taps shall be located at 10:00 or 2:00 o'clock on the
circumference of the pipe. Service taps shall be staggered alternating from one side
of the reclaimed water main to the other and at least 12 inches apart. The taps must
be a minimum of 24 inches apart if they are on the same side of the pipe. No burned
taps will be allowed and each corporation stop will be wrapped with Teflon tape
for ductile iron pipe reclaimed water mains. No tapping shall be made where
rodding is placed.
5. Service Saddles:, Service saddles shall be bronze body (85-5-5 waterworks brass)
and double strap for taps with silicon bronze nuts conforming to ASTM A98 and
factory installed grade 60 rubber gaskets. Service saddles shall be approved by the
manufacturer for use on C900/C905 PVC mains.
6. Service Tubing„: Copper service tubing shall be type K soft copper tubing per
ASTM B88. No union shall be used in the installation of the service connection of
100-feet or less. The longest available length of service line shall be used with no
unions (e.g. for 3/4 inch, only 1 union will be allowed for each 100 foot
section). Unions shall be made with flare type couplings. Copper service tubing
shall be installed with a purple colored polyethylene wrap.
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7. Co )ersetterswwwfor 3/4 and 1-inch Reclaimed Water Smerv,iGe,SAll % and 1-inch
reclaimed water services shall be installed with coppersetters as shown in the
Details. All coppersetters shall be as manufactured by Mueller or Ford at the
dimensions shown in the Details. All coppersetters shall be installed with a
lockable angle ball valve assembly and outlet angle check valve on all size
setters. Coppersetters shall be installed with flare fittings and all coppersetter
assemblies shall be provided as shown in the Details with galvanized brace pipes
for additional stability. All installations shall provide the coppersetter properly
aligned with the meter box reader lid such that the meter is clearly visible below
the reader lid.
Meter Boxes for %-inch services: 3/-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for %-inch reclaimed water services
shall provide a cover opening of 11 X 18 inches and boxes shall measure at least
18-inches in depth. Meter boxes and covers shall be rated for "heavy duty" uses,
such as alleys, driveways, parking lots, etc. Standard meter box covers shall not
bolt down to the box. The box interior walls and covers shall be consistently color -
coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast
iron reader lid with the words "RECLAIMED WATER — DO NOT DRINK" cast
into the lid in 1-1/2" tall lettering. The Town of Holly Springs reserves the right to
require all meter box covers to include brackets and housing for "ITRON"
compatible transponders for automated meter reading systems. All meter boxes
and covers shall be installed as shown in the Details.
9. Meter boxes for 1-inch services: 1-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for 1-inch reclaimed water services
shall provide a cover opening of 11 X 18 inches and boxes shall measure at least
18-inch in depth. Meter boxes and covers shall be rated for "heavy duty" uses, such
as alleys, driveways, parking lots, etc. Standard meter box covers shall not bolt
down to the box. The box interior walls and covers shall be consistently color -
coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast
iron reader lid with the words "RECLAIMED WATER — DO NOT DRINK" cast
into the lid in V/z" tall lettering. The Town of Holly Springs reserves the right to
require all meter box covers to include brackets and housing for "ITRON"
compatible transponders for automated meter reading systems. All meter boxes
and covers shall be installed as shown in the Details.
. Meter boxes or ,1'/and 2-inch services: 1 1/2" and 2" meter boxes shall be light
,w,h N
weight polymer concrete as indicated in the Standard Details. All meter box
interiors and covers shall be consistently color -coded purple (Pantone 522 or
similar). Covers shall be marked on the top surface with a recognizable inscription
indicating "RECLAIMED WATER — DO NOT DRINK" in 1-1/2" tall
lettering. Piping for 1 1/2 and 2 inch reclaimed water meters shall be constructed
from brass and copper tubing and shall be equipped with angled check valve outlets
and by-pass flanged valve or by-pass flanged ball valve inlets. The box shall have
an open bottom to allow drainage through stone.
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11. Meter Vaults: Meter vaults and access doors within street right of way shall meet
HS-20 loading requirements and shall be located outside of travel areas. The access
double doors shall be aluminum with a flush drop lift handle, stainless steel hinges
and bolts, a stainless steel slam lock, an automatic hold open arm, and compression
springs to allow for easy opening. Covers shall be marked on the top surface with
recognizable inscription indicating "Reclaimed Water -Do Not Drink"
12. Reclaimed Water Meters: Reclaimed water meters for 3/a" to 2" services will be
provided by the Town of Holly Springs. Larger meters shall be provided by the
developer as directed by the Executive Director of Utilities and Infrastructure
Services. Reclaimed water meters, registers and covers shall be purple (Pantone
522 or similar).
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. GENERAL
All reclaimed water irrigation systems within public street right of way require an
encroachment agreement from the Town of Holly Springs or NCDOT prior to
installation. Plans designating the location, size, material, and depth shall be submitted
with the agreement application to the Engineering Department.
Pipe material for the irrigation mainline proposed to be used within the public right of
way shall be Schedule 40 PVC or greater. All pipe, fittings, and appurtenances shall
be purple (Pantone 522 or similar). A minimum depth of 2 feet of cover shall be
provided.
A soil evaluation is necessary in order to determine the loading rate for irrigation
permits. All development within the reclaim service area will need to complete an
independent soil evaluation prior to submitting a reclaim irrigation permit.
All reclaimed water irrigation systems are required to secure permits from the Code
Enforcement Department and the Utilities and Infrastructure Services prior to
installation and shall be inspected after installation. A separate meter is required for
irrigation systems.
For single family irrigation design, a CID, PE, or LA is required to develop the plan.
For non -single family irrigation system designs, a PE must develop the plan.
Impoundments for reclaimed water storage for large scale irrigation systems or
aesthetic/decorative water features shall be designed in accordance with 15A NCAC
02U — Reclaimed Water.
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Service lines from mainline tap to the meter are installed and identified per the Town
of Holly Spring's Standard Details. There shall be no direct cross -connection between
potable and reclaimed water supplies.
B. DESIGNS
Sprinklers chosen and located to maintain the following setbacks from the irrigation
area to the following features:
1.25 feet from surface waters [perennial and intermittent streams, wetlands] not
classified as tidal salt waters or high -quality water (SA).
2.100 feet from surface waters [perennial and intermittent streams, wetlands] classified
as tidal salt waters or high -quality water (SA).
3.100 feet from any water supply well (not including monitoring wells).
4.Sprinklers located on a steep slope have check valves installed on all the heads on
that irrigation zone.
5.No mainlines or valves shall be allowed within the utility/devil strip. Laterals will
be allowed and shall be placed within 1 ft of sidewalk.
6.The zoning of the irrigation system must allow that plants with different water
requirements (such as grass and shrubs) are on separate zones. In addition, the
irrigation design should consider the different microclimates found in most landscapes
(such as north facing grass areas vs. south facing grass areas) and separate those
microclimates into zones. These zoning practices may add slightly to the installation
cost of an irrigation system, but can have a dramatic effect on system efficiency.
7.Guidelines on pressure at the head/emitter: Spray Heads 20 to 35 psi; gear rotors 60
psi or less; impact rotors 60 psi or less; drip emitters 40 psi or less.
8.Large commercial systems which have the potential to place undue burdens (demand
or pressure requirements) on the Town of Holly Springs' public reclaimed distribution
system must include on -site storage and/or pumping facilities. This determination will
be made by the Executive Director of Utilities and Infrastructure Services. Design,
operation, and maintenance of such on -site facilities shall be the sole responsibility of
the applicant. These additional facilities must be designed in accordance with 15A
NCAC 02U — Reclaimed Water.
9.Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensors
are required to remain in service at all times to prevent overwatering and/or ponding of
reclaimed water.
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C. STREET CROSSING
All irrigation line street crossings shall be contained within a ductile iron or steel casing
pipe. The Town of Holly Springs may, in some instances, permit irrigation systems
installed in the medians of Town -maintained roadways. These systems must also have
french drains installed behind the curb and gutter and piped to a storm drainage
collection system. These systems shall be allowed only when some permanent
mechanism is established for the private perpetual maintenance of the system(s).
D. HOSE BIDS
Hose bibs are not permitted for the reclaimed water system.
E. RAIN SENSORS
Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensor
must remain in operation to prevent ponding or runoff.
11.05 TESTING AND INSPECTION
A. GENERAL
1. All reclaimed water used in testing and inspection must be disposed of properly as
described in Section 11.00.
2. All materials must be approved by the Inspector prior to installation. Materials
rejected by the Town of Holly Springs' Inspector shall be immediately removed
from the job site.
3. Under no circumstance shall any waterline system valve be operated without prior
approval by the Construction Inspector. Damage to Town of Holly Springs
infrastructure resulting from illegal operation of valves shall be the responsibility
of the Contractor. In addition, the Contractor shall be subject to a fine for operating
a valve without prior approval.
4. The Contractor shall furnish all materials, labor, equipment, and shall pay for the
water used to perform all testing and inspections to the satisfaction of the
Construction Inspector. The Contractor shall obtain a Blowoff Permit from the
Town of Holly Springs Engineering Department for use when blowing off
reclaimed water mains.
5. Reclaimed water service taps shall not be made until after all main testing is
completed, and bacteriological testing is satisfactory,
B. TESTING
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Testing
mm_..���....rostatc....T....e�..
a) All valves in the Town of Holly Springs reclaimed water system shall be
operated by the Town of Holly Springs. A section of reclaimed water main
which is to be hydrostatically tested shall be slowly filled with water at a rate
which will allow complete evacuation of air from the line. Hand pumps shall
not be used for the pressure testing of reclaimed water mains. Taps used for
testing purposes shall be removed after testing. The corporation stops shall be
removed and a threaded tapered plug shall be installed on the line.
When approved by the Town of Holly Springs, the Contractor may utilize
potable water or reclaimed water via an approved hydrant meter and RPZ
assembly for testing and disinfection of new reclaimed mains which are not
physically connected to a live reclaimed water supply. Once reclaimed water
has been introduced into the system no direct connection to potable water will
be allowed and an approved air gap assembly must be used.
b) Any measured leakage not within the allowable limits as specified in the
following table shall require repair of the reclaimed water main and additional
testing until the standards are met. For pipe sizes other than those shown, the
Contractor shall test within the allowable leakage amounts as specified by
AWWA C600-99. All visible leaks shall be repaired regardless of the amount
of leakage.
Pipe Size
(Inches)
4
6
8
12
16
20
24
2. Chlorination
Allowable Leakage at 200-psi
(Gal./Hr. per 1000 feet of pipe)
0.43
0.64
0.85
1.28
1.70
2.12
2.55
a) All additions or replacements to the reclaimed water system shall be chlorinated
before being placed in service under the supervision of the Town of Holly
Springs' Inspector in the following manner:
i. Taps shall be made at the control valve at the upstream end of the reclaimed
water main and at all extremities of the line including valves.
ii. A solution of water containing 70% HTH available chlorine shall be
introduced into the reclaimed water main by regulated pumping at the
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control -valve tap. The solution shall be of such a concentration that the
reclaimed water main shall have a uniform concentration of 50 ppm total
chlorine immediately after chlorination. The chart below shows the
required quantity of 70% HTH compound to be contained in solution in
each 1,000 feet section of line to produce the desired concentration of 50
ppm.
Pipe Size Pounds High Test Hypochlorite (70%)
(inches) per 1000 feet of line
6 1.76
8 3.12
10 4.84
12 7.00
14
9.52
16
12.44
20
19.52
24
28.00
iii. The HTH Solution shall be circulated in the reclaimed water main by
opening the control valve and systematically manipulating blowoffs and
taps at the reclaimed water main extremities. All reclaimed water leaving
the system during this test must be disposed of through either an approved
use or sent to the sanitary sewer. The HTH solution must be pumped in at
a constant rate for each discharge rate so a uniform concentration will be
produced in reclaimed water mains.
iv. HTH solution shall remain in reclaimed water mains for no less than 24
hours or as directed by the Town of Holly Springs' Inspector.
v. Extreme care shall be exercised at all times to prevent the HTH solution
from entering existing reclaimed water mains.
Bacteriological Sampling
a) Free residual chlorine after 24 hours shall be at least 10 ppm or the Town of
Holly Springs' Inspector will require that the lines be rechlorinated.
b) Flushing of reclaimed water mains may proceed after 24 hours, provided the
free residual chlorine analysis is satisfactory. Reclaimed water leaving the
system because of line flushing must be returned to a sanitary sewer. Flushing
shall be continued until an orthotolidine check (or other method approved by
the Town of Holly Springs) shows that the reclaimed water mains contain only
the normal chlorine residual. Samples for bacteriological analysis shall be
collected by the Town of Holly Springs' Inspector 24 hours after flushing is
completed. The Contractor shall furnish the sample bottles, the testing agency
and such help as may be required to secure these samples. The Contractor shall
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also submit the test results to the Town of Holly Springs' Development
Inspector.
c) If test results are unsatisfactory, the Contractor shall immediately rechlorinate
reclaimed water mains and proceed with such measures as are necessary to
properly sterilize those reclaimed water mains.
d) The new reclaimed water system shall be valved off from the existing reclaimed
water system until a satisfactory bacteriological sample has been obtained and
the Town of Holly Springs' Inspector has authorized the use of the new
reclaimed water system.
C. INSPECTIONS
1. Approved plans and permit must be issued and available on -site before any
inspections are performed.
2. Underground Insl)ections — before work is covered up/back filled:
a) Inspection of main line tap and piping to meter box;
b) Inspection of underground piping from meter box through irrigation
system from meter to end of system to insure compliance with approved plan
and standards;
Final Inspection
a) Includes inspection of the location of all heads, type of heads, spacing of heads
and throw pattern of each head and correct pressure;
b) Testing the system to ensure compliance with approved plans and Town of
Holly Springs Ordinance;
4. A map of the approved valve and head layout shall be provided by the Contractor
to the property owner and a copy placed near or with the timer.
5. All zones shall be clearly labeled in the timer cabinet.
6. Responsible entity shall be listed on inner door of timer (for emergency contact
purposes).
7. Verification of required setbacks (reclaimed water).
D. CROSS CONNECTION CONTROL
1. Backflow prevention on potable water services serving any property that is also
served with reclaimed water is required in accordance with the Federal Safe
Drinking Water Act. At all locations where reclaimed water service is provided, the
public potable water supply shall be protected by installation of an approved
backflow prevention device.
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a. For Residential Properties: prior to receiving reclaimed water service, a dual
check valve shall be installed on each residential customer's potable water
meter in order to protect the potable water system. A Reduced Pressure
Principal (RPZ) type backflow prevention device downstream of the potable
water meter is not required when the only reclaimed water use is landscape
irrigation.
b. For Multi -family complexes and commercial properties: master -metered
potable water service and master -metered reclaimed water service shall be
required to install a Reduced Pressure Principal (RPZ) type backflow
prevention device downstream of the master potable water meter.
11.06 REPAIR OF RECLAIMED WATER SYSTEM
Reclaimed water that leaves the system due to a leak or break in the system must be
reported and handled as if it were a wastewater spill.
... airs
A. Reclaimed Water Main Lin ..Re„
1. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired
by use of a bell joint leak repair clamp as manufactured by Rockwell, or other
approved equal.
2. Line Breaks or Punctures shall be repaired by a full circle repair clamp as
manufactured by Rockwell, Mueller, or other approved material.
3. Line Splits or Blow Outs shall be repaired by replacing the damaged section
with ductile iron pipe with a cast iron coupling at each end. The following cast
pipe couplings shall be used for each pipe material indicated:
a) Ductile Iron Pipe - Rockwell 431 cast coupling or other approved equal.
b) PVC Pipe — Rockwell 411 cast coupling or other approved equal.
B. Reclaimed„ Water Service Line Repairs
1. A reclaimed water service line severed between the reclaimed water main and the
reclaimed water meter shall be repaired using new type K copper tubing and bronze or
brass 3-piece flared unions.
2. A corporation stop pulled out of a reclaimed PVC pipe water main shall have a new
service saddle and a new corporation stop installed on the reclaimed water main.
3. A corporation stop pulled out of a ductile iron pipe shall have a full circle repair
clamp placed over the old tap hole. A new tap shall be made and a new corporation
stop installed on the reclaimed water main.
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END OF SECTION 11.00
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Supp # 5 Apr. 2021

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