WQ0042699_Modification_20240308

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0042699
Applicant/Permittee Town of Holly Springs
Applicant/Permittee Address 128 S Main Street 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
Municipal
Carolina Springs - Phase 1, Sub Phases 1-5 RWDL
Wake
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
03/08/2024
$0
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
Yes No

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* Emily Koncz
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*
9195572933
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://edoes.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
Permit Number:* WQ0042699
Has Current Existing permit number
Applicant/Permittee * Town of Holly Springs
Applicant/Permittee Address* 128 S Main Street Holly Springs, NC 27540
Facility Name* Carolina Springs - Phase 1, Sub Phases 1-5 RWDL
Please provide comments/notes on your current submittal below.
Final Certification and Modification to make permit operational.
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.)
Carolina Springs Ph 1 Final Reclaim Certification and
12.05MB
Modification.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 3/8/2024

3021
12.19.2022
Utilities and Infrastructure Services
P.O. Box 8  128 S. Main Street  Holly Springs, NC 27540  www.hollyspringsnc.gov
March 5, 2024

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: RECLAIMED Water Modification Permit and FINAL Certification – Carolina
Springs Phase 1 Section 1-5

Dear Sir or Madam:

Please find enclosed the following items in application for a RECLAIMED water extension modification
and FINAL reclaimed certification to the Town of Holly Springs’ existing reclaimed water distribution
system:

 One copy of the engineer certification
 One copy of the original permit WQ0042699
 One copy of the plats
 One copy of the as builts

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,

Kendra D. Parrish, P.E., C.F.M
Executive Director of Utilities and Infrastructure Services

KDP/ek

cc: Project Consultant Engineer, Curt Blazier
Rachel Ingham, Utility Engineer Manager
Drew Johnson, Development Construction Manager
Seann Byrd, Director Public Utilities
Project file/paper/electronic/Correspondence #42182
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Rachel Jones Drew Johnson
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November 16, 2021
KENDRA D. PARRISH, PE – EXECUTIVE DIRECTOR OF UTILITIES AND INFRASTRUCTURE
TOWN OF HOLLY SPRINGS
128 SOUTH MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
Subject: Permit No. WQ0042699
Carolina Springs – Phase 1, Sub
Phases 1-5 RWDL
Reclaimed Water Distribution
Wake County
Dear Ms. Parrish:
In accordance with your permit application request received July 26, 2021, and subsequent
additional information received October 22, 2021, we are forwarding herewith Permit No. WQ0042699
dated November 16, 2021, to the Town of Holly Springs for the construction only of the subject reclaimed
water distribution facilities.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Poorva Mokashi at [phone] or
[e-mail].
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
cc: Wake County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Debra M. Ferm, PE – WithersRavenel, Inc. (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
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WQ0042699 Version 1.0 Shell Version 200201 Page 1 of 6
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER DISTRIBUTION PERMIT

In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Holly Springs
Wake County
FOR THE
construction only of a reclaimed water distribution system extension consisting of:
12,546 linear feet (LF) of 6-inch C-900 PVC reclaimed water distribution line; and all associated piping,
valves, controls, and appurtenances
to serve the Carolina Springs – Phase 1, Sub Phases 1-5 RWDL, with no discharge of wastes to surface
waters, pursuant to the application received July 26, 2021, subsequent additional information received
October 22, 2021, and in conformity with the Division-approved plans and specifications considered a part
of this permit.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the following
conditions and limitations:
I. SCHEDULES
1. Upon completion of construction and prior to operation of the permitted distribution facilities, the
Permittee shall submit an engineering certification from a North Carolina licensed Professional
Engineer certifying that the permitted facilities have been constructed in accordance with G.S. 143-
215.1, Administrative Code Title 15A Subchapter 02U, this permit, and the Division-approved plans
and specifications. For phased and partially certified facilities, the Permittee shall retain the
responsibility to track further construction approved under this permit, and shall provide a final
engineering certification upon project completion. Mail the Engineering Certification to the Division
of Water Resources, Non-Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or
[e-mail]. [15A NCAC 02T .0116(a)]
2. The facilities permitted herein are for construction only. The Permittee shall submit the following
documentation as a minor modification request:
a. Easements for all the properties on which the distribution line is to be located.
b. A map showing the distribution line and all properties with a table referencing all easements (Deed
Book and Page).
Mail the documentation to the Division of Water Resources, Non-Discharge Branch, 1617 Mail Service
Center, Raleigh, NC 27699-1617, or [e-mail]. [15A NCAC 02T .0116(a)]
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3. Operation of the reclaimed water distribution facilities shall be contingent upon construction and
operation of permitted reclaimed water distribution lines immediately upstream and downstream of the
reclaimed water distribution facilities permitted herein. Specifications for future upstream and
downstream reclaimed water distribution lines shall include quality assurance testing procedures, which
shall be adhered to prior to operation of the reclaimed water distribution facilities permitted herein.
[G.S. 143-215.1]
II. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject reclaimed water distribution facilities so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, the Permittee shall take immediate corrective actions, including
Division required actions, such as the construction of additional or replacement reclaimed water
distribution facilities, or cessation of reclaimed water distribution. [15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Construction of the reclaimed water distribution facilities permitted herein shall be scheduled as not to
interrupt service of existing utilities. [15A NCAC 02T .0108(b)(1)(A)]
4. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the public
or employees that the water is not intended for drinking. [15A NCAC 02U .0403(b)]
5. All reclaimed water piping, valves, outlets, and other appurtenances shall be color-coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines, fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe; and
c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water
shall be taped or otherwise identified as noted in II.5.a. and II.5.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[15A NCAC 02U .0403(c)]
6. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
7. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked vaults with standard hose bib services, other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non-potable water. [15A NCAC 02U .0403(e)]
8. There shall be no direct cross-connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
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9. Reclaimed water distribution lines shall be located at least 5 feet horizontally from 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. [15A NCAC 02U
.0403(h)]
10. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well. [15A NCAC 02U .0403(i)]
11. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .0403(j)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non-discharge system. [15A NCAC
02U .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A sampling and monitoring plan to evaluate quality of reclaimed water within the distribution
system to provide quality assurance at the time of reuse, and specify actions to be taken in response
to unsatisfactory monitoring results;
c. A map of all reclaimed water distribution lines;
d. A description of anticipated maintenance of the system;
e. Provisions for safety measures, including restriction of access to the site and equipment; and
f. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies.
[15A NCAC 02U .0801(a)]
3. Only reclaimed water generated from Utley Creek WWTP Reclaimed Water System (Permit No.
WQ0032289) shall be conveyed in the reclaimed water distribution facilities permitted herein. [15A
NCAC 02U .0101]

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IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility’s impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Any failure rendering the reclaimed water distribution facilities incapable of adequately conveying
the reclaimed water (e.g., mechanical or electrical failures, line blockages or breaks, etc.).
b. Any failure resulting in a discharge to surface waters.
c. Any discharge to land surface greater than or equal to 5,000 gallons. The Permittee shall document
discharges less than 5,000 gallons to land surface, but do not require Regional Office notification.
Emergencies requiring reporting outside normal business hours shall call the Division’s Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(l)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water distribution facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water distribution facilities to prevent malfunctions, facility
deterioration, and operator errors that may result in discharges of wastes to the environment, threats to
human health, or public nuisances. The Permittee shall maintain an inspection log that includes the
date and time of inspection, observations made, and maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request. [15A NCAC 02U .0801(h), 02U
.0801(i)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water distribution facilities permitted herein at any
reasonable time for determining compliance with this permit. Division authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit, and may collect
groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]

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VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division-approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division-approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor-owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division-approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee’s refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee’s premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants; or
d. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
Permit issued this the 16th day of November 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
____________________________________________
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0042699
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WQ0042699 Version 1.0 Shell Version 200201 Page 6 of 6
Permit No. WQ0042699 Reclaimed Water Distribution
Town of Holly Springs November 16, 2021
Carolina Springs – Phase 1, Sub Phases 1-5 RWDL Wake County
ENGINEERING CERTIFICATION
Partial Final
I, , as a duly licensed North Carolina Professional
Engineer, having periodically / fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division-approved plans and
specifications.
Documentation of any variation to this permit, and the Division-approved plans and specifications, is in the
attached as-built drawings.
Description of variations:

Professional Engineer’s Name

Firm Name Firm No.

Address

City State Zip Code

Telephone Email Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON-DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

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STREET F
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FUTURE PUMP STATION #2
(FINAL LOCATION TO BE DETERMINED)
DUKE ENERGY PROGRESS LLC
REMAINDER OF
FIRST CITIZENS BANK TRACT
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581)
DUKE LAND UNIT #1183088
PIN: 0730634462
LAND USE: STATE ASSESSED
1
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CAFE FEAR BUFFER
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FORMERLY
FIRST CITIZENS BANK TRACT
(SEE DB 2086, PG. 677 & CP&L DRAWING #L-D-2581)
DUKE LAND UNIT #1183088
PIN: 0730634462
LAND USE: STATE ASSESSED
WAKE COUNTY
SONYA WILSON
DB 2260, PG. 649
PIN: 0730457251
LAND USE: VACANT
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MARY HARRIS
DB 2260, PG. 670 & 99-E-2225
PIN: 0730545847
LAND USE: SINGLE FAMILY
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
MATTIE HARRIS HEIRS
DB 9105, PG. 2362 & 16-E-2429
PIN: 0730644708
LAND USE: VACANT
ZONING:R30
TOWN OF HOLLY SPRINGS ETJ
DELORES HORTON
DB 8201, PG. 2115
PIN: 0730652261
LAND USE: MOBILE
ZONING: R30
TOWN OF HOLLY SPRINGS ETJ
PIN: 0730852539
LAND USE: VACANT
ZONING: SD (APEX)
TOWN OF APEX
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30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
30' HOLLY SPRINGS
CAPE FEAR BUFFER
5
0
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50' DIXIE PIPELINE C
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P
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R
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DB 2758, PG. 643
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
30' HOLLY SPRINGS
CAFE FEAR BUFFER
SCM 8
WET DETENTION
POND
SCM 10
WET DETENTION
POND
25' ROW
DEDICATION
SCM 7
CONSTRUCTED
WETLANDS
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730533724
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC
DB 17612, PG. 1928
PIN: 0730842712
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAPITAL PROPERTIES II LLC,
LENNAR CAROLINAS LLC
DB 17612, PG. 1928
PIN: 0730834534
LAND USE: VACANT
ZONING: PUD
TOWN OF HOLLY SPRINGS
CAROLINA SPRINGS BOULEVARD
(82' PUBLIC ROW)
CARO
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A

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)
EXISTING EOP
EXISTING
12 OAKS
SUBDIVISION
50' DIXIE PIPEL
I
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C
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P
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Y

R
/
W
DB 2758, PG. 64
3
SCM 6
CONSTRUCTED
WETLANDS
SCM 12
WET DETENTION
POND
SCM 9
WET DETENTION POND
CAROLINA SPRINGS BOULEVARD
(55' PUBLIC ROW)
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8
(2
5
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A
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C
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S
S
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M
E
N
T
)
STREET K
(51' PUBLIC R/W)
STREET K
(25' ACCESS EASEMENT)
AL
L
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Y

5
(2
5
'

A
C
C
E
S
S

E
A
S
E
M
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N
T
)
FLOODWAY
FEMA 100 YEAR
FLOODPLAIN
EXISTING LOCAL
100 YEAR FLOODPLAIN
PROPOSED LOCAL
100 YEAR FLOODPLAIN
STR
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T

C
(55
'

P
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S
T
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C
(5
5
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(5
5
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AL
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4
(2
5
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)
STREET F
(51' PUBL
I
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)
STR
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C
(55'

P
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)
STR
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(55
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ALL
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4
(25
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ST
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(5
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AL
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4
(2
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ST
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(5
5
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STREET D
(55' PUBLIC ROW)STREET D
(55' PUBLIC ROW)
AL
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2
(2
5
'

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S
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ALLEY 3
(25' ACCESS EASEMENT)
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R
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M
(5
5
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P
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B
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R
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STREET R
(55' PUBLIC ROW)
STREET D
(55' PUBLIC ROW)
ST
R
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C
(5
5
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P
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AL
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82' R/W
55' B-B
82' R/W
39' B-B
ALLEY 1
(25' ACCESS EASEMENT)ALLEY 1
(25' ACCESS EASEMENT)
PROPOSED 25' R/W DEDICATION
PUD BOUNDARY
PUD BOUNDARY
HHI TRINITY APEX INVESTMENTS LLC
DB 12651 PG 1128
PIN: 0730852539
PUD BOUNDARY
ALLEY 11
(25' ACCESS EASEMENT)
SEE SEPARATE PLAN SET
FOR PUMP STATION #1
TOHS# 17-29-PSS
AL
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9
(2
5
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(2
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6'
SEE SEPARATE CAROLINA SPRINGS BLVD.
PLAN SET FOR MORE INFORMATION SHOWN
FOR REFERENCE ONLY
FLOODWAY
SEWER OUTFALL PART ON THE
CAROLINA SPRINGS BLVD
AND INFRASTRUCTURE
CONSTRUCTION DRAWINGS
TOHS #17-29-04
ALLEY 10
(35' ACCESS EASEMENT)
DUKE ENERGY PROGRESS INC
DB 15289 PG 2437
PIN 0730712692
30' HOLLY SPRINGS
CAPE FEAR BUFFER
ALL
E
Y

6
(25'
A
C
C
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S
S

E
A
S
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M
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N
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)
ALLEY 1
(VARIABLE WIDTH ACCESS EASEMENT)
WOODFIELD DEAD END ROAD
(82' PUBLIC ROW)
XS 10
0
0
100 Y
R

P
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1
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XS 1
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1
100 Y
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2
6
2
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1
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XS 1
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5
100

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XS 1
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100
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7
1
XS 1463
100 YR PROPO
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=

2
7
0
.
7
5
XS 1628
100 YR PROPOS
E
D

W
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2
7
1
.
6
8
XS 1837
100 YR PROPOSED WSEL

=

2
7
5
.
9
2
XS 2043
100 YR PR
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W
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=

2
7
8
.
4
4
50' DIXIE PIPELINE COMPANY R/W
DB 2758, PG. 643
XS 2317
100 YR P
R
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W
S
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=

2
8
4
.
4
6
SS
SS
SS
S
S
S
S
S
S
SS
SS
MH 377
MH 378
MH 1A
SE
C
T
I
O
N

2
SE
C
T
I
O
N
1B
SE
C
T
I
O
N

3
SE
C
T
I
O
N
1B
SE
C
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I
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2
SE
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I
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1B
SECTION 2
SECTION 1B
SS
11-1/4°
BEND
11-1/4°
BEND
8" TEE W/ (3) 8" GV
6" TEE W/ (3) 6" GV
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
11-1/4°
BEND
11-1/4°
BEND
45° BEND
45° BEND
45° BEND
45° BEND
ANY SEWER CLEANOUT THAT
IS IN THE DRIVEWAY NEEDS TO
BE TRAFFIC BEARING (TYP.)
45° BEND
45° BEND
W
O
O
D
S

C
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E
K

R
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A
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60
'

P
U
B
L
I
C
RI
G
H
T

O
F

W
A
Y
100YR BACKWATER EASEMENT
100YR BACKWATER EASEMENT
Revisions
k:
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Sheet No.
Designer
Drawn By
Date
Job No.
Wi
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02190372.10
11/05/2020
WR
WR
1 PER TOHS COMMENTS 2021.03.08
2 PER TOHS COMMENTS 2021.04.14
3 PER TOHS COMMENTS 2021.05.12
4 PER TOHS COMMENTS 2021.06.09
1 inch = 200 ft.
200
GRAPHIC SCALE
0 100 200 400
OV
E
R
A
L
L

U
T
I
L
I
T
Y

P
L
A
N
C3.0
UTILITY PLAN NOTES:
1.UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS
COMPLETED AS PART OF THE RIGHT-OF-WAY PLAT.
2.ALL STORM DRAINAGE AND SANITARY SEWER LINES SHALL HAVE 20' EASEMENTS CENTERED
ON THE LINES UNLESS LOCATED COMPLETELY IN ROAD ROW.
3.ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION OF ONE
FOOT ABOVE FINISHED GRADE. MANHOLES ADJACENT TO 100-YR FLOOD PLAIN SHALL HAVE A
RIM ELEVATION OF 2' ABOVE THE 100-YR FLOOD ELEVATION.
4.WATER LINE SHALL BE 2' MINIMUM OFF EDGE OF CURB UNLESS SHOWN OTHERWISE.
5.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM
EXISTING OR PROPOSED SANITARY OR STORM SEWER UNLESS THE ELEVATIONS OF THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A
HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
6.WHERE A WATER MAIN AND A SANITARY SEWER CROSS AND THE VERTICAL SEPARATION IS
LESS THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE SANITARY SEWER, THE SEWER
MAIN SHALL BE DUCTILE IRON PIPE. ALL WATER LINES SHALL BE DUCTILE IRON PIPE.
7.EACH WATER SERVICE SHALL BE EQUIPPED WITH A PRESSURE REDUCING VALVE ON THE
PRIVATE SIDE OF THE METER.
8.ALL NEW UTILITY LINES MUST BE UNDERGROUND.
9.WATER AND SEWER SERVICES SHALL BE INSTALLED WITHIN A 3' RADIUS OF EACH LOT LINE.
10.RECLAIMED WATER LINE SHALL BE C900 PVC.
11.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.
12.TEMPORARY 2" BLOW-OFF ASSEMBLIES WITH GV (IF ENTIRE PROJECT IS TO BE CONSTRUCTED
AT ONE TIME THIS IS NOT NEEDED; IF NOT, REMOVE DURING NEXT SECTION OF CONSTRUCTION
SECTION 1B
SECTION 2
SECTION 3
SECTION 5
SECTION 4
SECTION 1A
DocuSign Envelope ID: C5E27B59-3476-4B9C-AC0F-B42DF79024CF
6/8/2021
DocuSign Envelope ID: B477A94A-75D7-4F8A-821A-64F148967558
Certificate Of Completion
Envelope Id: B477A94A75D74F8A821A64F148967558 Status: Completed
Subject: Complete with DocuSign: 42182 Carolina Springs Ph 1 Final Cert Mod Reclaimed.doc, Section 4 Eng...
Source Envelope:
Document Pages: 26 Signatures: 1 Envelope Originator:
Certificate Pages: 5 Initials: 2 Emily Koncz
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-05:00) Eastern Time (US & Canada)
PO Box 8
Holly Springs, NC 27540
[e-mail]
IP Address: 204.84.166.2
Record Tracking
Status: Original
3/5/2024 8:43:14 AM
Holder: Emily Koncz
[e-mail]
Location: DocuSign
Signer Events Signature Timestamp
Rachel Jones
[e-mail]
Utility Engineer
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 64.98.121.61
Sent: 3/5/2024 8:46:51 AM
Viewed: 3/6/2024 9:08:33 AM
Signed: 3/6/2024 9:11:47 AM
Electronic Record and Signature Disclosure:
Accepted: 5/17/2021 2:39:29 PM
ID: 126bfa6d-c99c-4b40-be28-00aa263b860b
Company Name: Town of Holly Springs
Drew Johnson
[e-mail]
Development Construction Manager
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 204.84.166.2
Sent: 3/6/2024 9:11:52 AM
Viewed: 3/6/2024 9:30:44 AM
Signed: 3/6/2024 9:31:20 AM
Electronic Record and Signature Disclosure:
Accepted: 3/6/2024 9:30:44 AM
ID: 5a4f4b74-1abe-463b-8106-0506d2f838aa
Company Name: Town of Holly Springs
Kendra Parrish
[e-mail]
Director of Utilities & Infrastructure
Holly Springs
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 204.84.166.2
Sent: 3/6/2024 9:31:26 AM
Viewed: 3/6/2024 9:46:56 AM
Signed: 3/6/2024 9:46:59 AM
Electronic Record and Signature Disclosure:
Accepted: 3/6/2024 9:46:56 AM
ID: 5b3c1e2c-3645-4154-95bc-0a12e10600a1
Company Name: Town of Holly Springs
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 3/5/2024 8:46:51 AM
Certified Delivered Security Checked 3/6/2024 9:46:56 AM
Signing Complete Security Checked 3/6/2024 9:46:59 AM
Completed Security Checked 3/6/2024 9:46:59 AM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
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Electronic Record and Signature Disclosure created on: 11/12/2020 9:42:57 PM
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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
11.02 VALVES AND APPURTENANCES
A. Valves
B. Appurtenances
1.1.03 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 # 9 Dec, 2023

2015 ED&CS 11-2 Supp # 9 Dec. 2023

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 Title 15A (15A NCAC) – Environmental Quality,
Subchapters 02T, 02U, and 18C latest revisions, 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. All utility extension permits must be obtained prior to construction. Refer to
the Town Code of Ordinances Section 16 for further requirements.

F. Reclaimed water shall be utilized and distributed in accordance with 15A
NCAC 02U Sections .0500 through 0.0700.

G. 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. Deminimus 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 11-3 Supp # 9 Dec. 2023

A. DESIGN

1. 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. Sizing: 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.

3. Installation: All utility extension permits must be obtained prior to construction
utilizing appropriate application forms from NCDEQ and/or the town. 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 distribution lines shall be located at least 10-feet
horizontally from any water line, unless local conditions or barriers prevent
a 10-foot lateral separation. If these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in
accordance with 15A NCAC 18C. Reclaimed water distribution lines shall
meet the separation distances to sewer lines in accordance with 15A NCAC
02T .0305.

b) 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 11-4 Supp # 9 Dec. 2023

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:

i. 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) Polyethylene Wrap: 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 on all reclaimed piping. Tracer
wire shall be installed as shown in the Details. Approved Wire Connectors
shall be used to attach wire together.

d) Identification Tape:

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
attached to sections of pipe before they are placed in the trench should

2015 ED&CS 11-5 Supp # 9 Dec. 2023

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.
iii. All advisory signs should be colored purple (Pantone 522 or
similar), should read “CAUTION: RECLAIMED WATER – DO
NOT DRINK,” The sign shall reference the TOHS Utilities and
Infrastructure Services Department. Additionally, signage shall
provide emergency number of 919-577-1090 and the Town’s
website.

B. MATERIALS

1. 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 Pipe:

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

2015 ED&CS 11-6 Supp # 9 Dec. 2023

other installations other than specified, the laying condition or the minimum
pressure class rating shall be increased in accordance with AWWA C151.

Pipe Diameter Depth of Cover Pressure Class
6-8 -inch 3-20 feet 350 psi
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 C104. Galvanized steel pipe will not be allowed as a material for
reclaimed water mains or reclaimed water service lines.

3. PVC Pipe:

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 C153 compact ductile iron fittings.

b) All PVC pipe supplied for reclaimed water applications shall be color coded
purple (Pantone 522 or similar) as required by15A 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.

2015 ED&CS 11-7 Supp # 9 Dec. 2023

C. INSTALLATION

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.

5. All pipes shall be in nominal lengths of eighteen or twenty feet and shall be installed
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 pipeline will be in continuous alignment both horizontally
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 transition 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. The 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 to the Executive Director of Utilities and
Infrastructure Services and the Director of Public Utilities. The Contractor shall

2015 ED&CS 11-8 Supp # 9 Dec. 2023

operate valves only in accordance with Town of Holly Springs Engineering Design
and Construction Standards.

11.02 VALVES AND APPURTENANCES

A. VALVES

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.

2015 ED&CS 11-9 Supp # 9 Dec. 2023

c) Manholes installed for the combination air valves shall meet all requirements
of Section 7.00.

3. Gate Valves

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 Wedge Gate Valves: Resilient seat wedge gate valves shall be
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-

2015 ED&CS 11-10 Supp # 9 Dec. 2023

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).

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 cast or 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
C104.

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

2015 ED&CS 11-11 Supp # 9 Dec. 2023

cover the fitting to ensure that no concrete will interfere with removal of the
fitting.

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.

2. 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.

2015 ED&CS 11-12 Supp # 9 Dec. 2023

METER SIZING GUIDE

Meter Size
(inches)
Flow Range
(GPM)
3/4” PD 0 - 20
1” PD 20 - 50
1½” 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 Size (inches)
4” main 3/4” tap
6” main 1” tap
8” main 1 1/4” tap
10” main 1 1/2” tap
12” main 2” tap

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
flanged to the tapping valve. Cast iron shall meet AWWA C110

2015 ED&CS 11-13 Supp # 9 Dec. 2023

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).

3. 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 C110 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 pipe
to be tapped
Maximum size
Saddle Outlet
16” 8”
18” 8”
20” 10”
24” and larger 12”

4. Corporation Stops: 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 or compression type couplings. Copper
service tubing shall be installed reclaimed locating tape, spirally wrapped from the
tap through the setter.

7. Coppersetters for ¾ and 1-inch Reclaimed Water Services: All ¾ and 1-inch
reclaimed water services shall be installed with coppersetters as shown in the

2015 ED&CS 11-14 Supp # 9 Dec. 2023

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.

8. Meter Boxes for ¾-inch services: ¾-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for ¾-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 1½” 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.

10. Meter boxes for 1½ and 2-inch services: 1 1/2” and 2” meter boxes shall be light
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.

2015 ED&CS 11-15 Supp # 9 Dec. 2023

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 ¾” 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.

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.

2015 ED&CS 11-16 Supp # 9 Dec. 2023

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.

C. STREET CROSSING

2015 ED&CS 11-17 Supp # 9 Dec. 2023

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

1. Hydrostatic Testing

2015 ED&CS 11-18 Supp # 9 Dec. 2023

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 Allowable Leakage at 200-psi
(Inches) (Gal./Hr. per 1000 feet of pipe)
4 0.43
6 0.64
8 0.85
12 1.28
16 1.70
20 2.12
24 2.55

2. Chlorination

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
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

2015 ED&CS 11-19 Supp # 9 Dec. 2023

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.

3. 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 re-chlorinated.

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
also submit the test results to the Town of Holly Springs’ Development
Inspector.

2015 ED&CS 11-20 Supp # 9 Dec. 2023

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 Inspections – 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;

3. 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.

2015 ED&CS 11-21 Supp # 9 Dec. 2023

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.

A. Reclaimed Water Main Line Repairs

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.

2015 ED&CS 11-22 Supp # 9 Dec. 2023

END OF SECTION 11.00