WQ0041352_Application_20191205

Central Files: APS _ SWP
12/11/2019
Permit Number W00041352
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Reclaimed Water Distribution
A Individual
Primary Reviewer
Permit Contact Affiliation
ranveer.katyal
Coastal SWRule
Permitted Flow
Facility
Facility Name
Major/Minor
Region
Ferguson Warehouse Center RWDL
Minor
Raleigh
Locatio.. Address
County
Wake
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Town of Holly Springs
Government - Municipal
Owner Affiliation
Luncie McNeil
Director Public Works
PO Box 8
Dates/Events
Holly Springs
NC 27540000
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
12/5/2019
Regulated Activities
Requested /Received Events
Region comments on draft requested
Region comments on draft received
Outfall
Waterbody Name
Streamindex Number Current Class
Subbasin

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
Division of Water Resources NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
December 9, 2019
To: Select
From: Ranveer Katyal, Water Quality Permitting Section - Non -Discharge Branch
Permit Number: WQ00 3 ' f- Permit Type: Reclaimed Water Distribution
Applicant: Town of Holly Springs
Owner Type: Municipal
Facility Name: Ferguson Warehouse Center RWDL
Signature Authority: Kendra D. Parrish, PE
Address: PO Box 8, Holly Springs, NC 27540
Fee Category: Reclaimed Water Distribution Line
Comments/Other Information: All materials to Ranveer.
Project Type: New Project
Owner in BIMS? Yes
Facility in BIMS? No
Title: Director of Engineering
County: Wake
Fee Amount: $480 - New Project
Attached, you will find all srt of the above -referenced application for your review,
comment, and/or action. With e the following actions:
® Return this form com le % '. ` O
p ®Return a completed staff report.
❑ Attach an Attachment B i,v ?J7 !❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer:
Date:
FORM: WQROSNDARR 09-15 Page 1 of 1

1876
o o;
n 1Ag ��1�-in '1-� ICU
THE TOWN O 1~
• �_ --
November 26, 2019 ,n�r'IMNAl?"
NCDEQ — Division of Water Resources DEC
Water Quality Permitting Section, Non -Discharge Permitting Unit
1.617 Mail Service Center 4o isch Unt
Raleigh, NC 27699-1617 itung
Re: Holly Springs Reclaimed Water Distribution System Extension Request; Application for Approval
Project: RECLAIMED Water — Ferguson Warehouse Center
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
❑ One copy 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 919-557-3938 should you have any questions or need additional information in
order to process this application.
me •ely,
endra D. Par sh, P.E.
Director of Engineering
KDP/se
cc: Project Consultant Engineer,
Office Manager (for addition to Reclaimed Permit Log)
Rodney Campbell, Development Inspection Administrator
Seann Byrd, Director Public Utilities
Project file/paper/electronic/Correspondence 441790
3017
8.27.13
Engineering Department.
P.O. Box 8 • 128 S. Main Street • Holly Springs, NC 27540 0 www.hollyspringsnc.u.s

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:
Design Engineer:
Address:
Ferguson Warehouse Center
McKim & Creed, Inc. - James Mark Smith, PE
1730 Varsity Drive, Suite 500 Raleigh, NC 27606
Phone Number: [phone] Fax Number: [phone]
Date Complete Application Package Received by Town: 0
4,2 Q/ 3
Date Approved: PC 1112-1))9 (by RLC)
KDP)
As design engineer for this project, I certify the following (please check (x) each applicable box):
u/ 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 DENR-
DWQ regulations on Reclaimed Water.
U/ That each of the following items are completed and enclosed for submittal to the State for a
RECLAIMED Water Distribution System Permit:
q/ Three complete copies of Reclaimed Instructions
V Three complete copies of a Reclaimed Water extension permit application for the project
aV Three sets 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.
u✓ Owner Certification Letter
p/ A $200.00 Town processing fee is enclosed
r� A $480.00 check to DENR is ?encosed
Design Engineer's Signature" — Date: O/O$/� 9
For your information, a copy of Town's Engineering Design and Construction Standards
(RECLAIMED Water Distributi System Section 11.00) will be forwarded to the State along
with these plans.
In addition, you will receive a copy of the Town's letter of transmittal to the State as your
confirmation that the application is complete and has been forwarded to the State for permitting.
Please telephone Jennifer Bullock at [phone] if you do not receive this confirmation or
have any questions.
3016.
8.22.16

I-0
October 10, 2019
I, Keith Vincent (developer/landowner), certify that I am the owner of the property upon
which the proposed Ferguson Warehouse Center (subdivision/development) is planned as
shown on 19-DP-03/19-02-01 (TOHS Site Plan #), including all offsite easements required for
the extension of public reclaimed water lines. Ownership of said property and easements is
evidenced in the following recorded deeds: Deed Book 017269 Page 01754-01760.
I hereby request that the Town of Holly Springs apply for a Reclaimed Water Distribution
Line permit on my behalf for construction of the reclaimed water distribution lines.
I certify that upon complete installation of the reclaimed water extensions and subsequent
approval and acceptance by the Town of Holly Springs, the subject reclaimed waterlines
and easements are hereby dedicated to the Town of Holly Springs.
Signet .
Date: /Q ) iq
O FERGUSON"
PO Box 2778
12,500 Jetiersfln oenue
Nmpari Mews, VA 23602 1 iSA
[phone]

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
December 11, 2019
KENDRA D_ PARRISH, PE — DIRECTOR OF ENGINEERING
TOWN OF HOLLY SPRINGS
PO Box 8
HOLLY SPRINGS, NORTH CAROLINA 27540
Subject: Acknowledgement of
Application No. WQ0041352
Ferguson Warehouse Center RWDL
Reclaimed Water System
Wake County
Dear Ms. Parrish:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on December 5, 2019. Your application package has been assigned the
number listed above, and the primary reviewer is Ranveer Katyal.
Central and Regional Office staff will perform a detailed review of the provided application, and
may contact you with a request for additional information. To ensure maximum efficiency in processing
permit applications, the Division of Water Resources requests your assistance in providing a timely and
complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Ranveer Katyal at [phone] or [e-mail].
Sincerely,
Nathaniel D. Thornburg, Supervisor y'
Division of Water Resources
cc: REGION Regional Office, Water Quality Regional Operations Section
Permit File WQ0041352
�� North Carolina Department of Environmental Quality I Division of Water Resources
D-E Q512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699 1617
919.707.9000

State of North Carolina
. 1110
Department of Environmental Quality
Division of Water Resources
ifiwr V Mr i 'RL NON -DISCHARGE BRANCH
Division of Water Resources BUDGET OFFICE PAYMENT INFORMATION FORM
December 11, 2019
To: Antoine Pope, Budget Office
From: Kendall N. Williams, Water Quality Permitting Section — Non -Discharge Branch
Permit Number: WQ0041352
Applicant: Town of Holly Springs
Fee Category: Reclaimed Water Distribution Line
Batch Number: PR-20150113-02
Check Number: 13590
Check Date: 10/09/2019
Payer: McKim & Creed, INC
Attach payment here:
Permit Type: Reclaimed Water Distribution
Project Type: New Project
Application Fee: $480 - New Project
Payment Amount: 4$ 80.00
Method: Check
Payment Received Date: 12/05/2019
Reference #:
FORM: NDPU-BOPI 09-15 Page 1 of 1

DWR
Q 0slOn of W&ff Rftourow
State of North Carolina
NISDepartment of Environmental Quality
Division of Water in
15A NCAC 02U — RECLI`{ge
INSTRUCTIONS FOR � �;TION
�I 06-16 & SUPPORTING DOCUMER SYSTEMS - PROJECT NTATION
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 on inal and two co ies of the a plication and SuDnorting
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 New Permit I Major Modification 1
Major Generator/User (ADF > 10,000 gallons per day) 7
— $1,310 $395
Minor Generator/User (ADF < 10,000 gallons per day)
$810 $245
Reclaimed Water Distribution Lines
$480 � N/A
' 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.
DEC - 5
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
Page 1 of 2

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 .0106tb1. 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).
❑ If this project is for a renewal without modification use the Non -Discharge System Renewal FORM: NDSR application.
There is no fee for permit renewal without modification.
D. Existing Permit: (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
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

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWIsim of Water Resowces 15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
" WA M: RWPI 06-16
I. GENERAL INFORMATION:
Applicant's name: Town of Hollv Springs 0c — 5 Z019
Mailing address: 128 South Main Street OisChtry
City: Holly Springs State: NC Zip: 27540-_ SCa,ra�� ";� `(" 7 $p ri P,3S nc, tui
Telephone number: (2_19) 557 - 3938 — Email Address: Kendra.Parrisholi�pin�sn W+�
2. Signature authority's name: Kendra D. Parrish. RE. (per 15A NCAC 2U .0106) Title: Director of En ig neerin
3. Applicant type (check all that apply):
❑ Government > ❑ Federal ❑ Statc
® Municipal El county
❑ Individual
❑ Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secreta , 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. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: RWPI 06-16 Page 1 of 3

II. PROJECT INFORMATION
1. Application type: Select (See Instruction B) Fee Submitted (See Instruction B)
2. For modifications, provide the existing permit number: WQ00 and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting:
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 f0>
200,000 GPD
Dam Safety
Erosion & Sedimentation
Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer System
Stormwater Management Plan
Other:
✓ 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.
S. 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 j. Provide the location in application package where this documentation is
located: ; or explain why this item is N/A.
6. Does this project utilize public monies or lands? ❑ Yes or ❑ No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01C?
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?
✓ If yes, has the Applicant submitted written documentation of compliance with �143 Article 21 Part 6? ❑ Yes or ❑ No
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

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I, Kendra D. Parrish, P.E. _ Director of Engineering _
(signing authority Nmg — PL,EASE PRINT) (title)
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 wei as civil pena 1 up to $25,000 per violation. p
Signature: Date: kt' � . � l
FORM: RWPI 06-16 Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
Mvlslon 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 ApRlicant shall submit one original and two copies of
the application and supporting documentation.
Do not submit this =lication 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 II.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 Engineer.
® 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 b ,
B. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202( (), 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

tSf�N� It 7C1�` isaC h p � w xtS
C. Engineering Plans (All Application Packages): M
® Per 15A NCAC 02U .0201(c)(1) or.0202(c), submit standard size and 1 I x 17-inch plan sets that have been signed, scaled,
dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the Ibllowi
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 reclaim
water line extensions to other utilities and natural features.
® Depict minimum separation distances required by 15A NCAC 02 0403 h i , and 15A NCAC 02T .0305).
® Minimum cover in accordance with 15A NCAC 02T .0305 4
❑ Location and details of all pump stations.
® All labeling and color coding requirements per ISA 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 02• 02(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.)
❑ Electrical (i.e., control panels)
❑ 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.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Pump selection information including pump curves, manufacturer's information, and recommended installation guidelines.
❑ Detailed specifications for each reclaimed water line and pump station (as applicable).
❑ Floatation calculations for any pump stations entirely or partially below grade.
❑ For connection to a pump station, submit an evaluation of the existing pump station's ability to handle peak flows. Provide
calculations to detail how peak flows were determined.
❑ 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

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
FORM: RWDL 06-16
I. CONTACT INFORMATION:
1. Applicant's name: Town of Holly Springs
Mailing address: 128 South Main Street
City: HollySprings State: NC Zip: 27540-_ SC, , e rye � 3 -ko ko 1.�5p f i SnC .
Telephone number: [phone] Email Address: Kendra. ParrishtiHollySpringsnc.us p.-4d
2. Signature authority's name: (per 15A NCAC 02T .0106) Title:
3. Consulting Engineer's name: James Mark Smith License Number: 18570 Firm: McKim & Creed. Inc.
Mailing address: 1730 Varsity Drive, Suite 500
City: Raleigh State: North Carolina Zip: 27606-
Telephone number: [phone] Email Address: msmith(t-y,mckimcreed.com
H. DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name (name of subdivision, shopping center, etc.): Ferguson Warehouse Center
2. Project county: Wake
3. USGS map name: Apex Quandrangle - NGA REF No. USGSX24K1253
4. Owner of reclaimed water generating facility: Town of Holly Springs
5. Permit number of reclaimed water generating facility: WQ
6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility.
7. Permit number for reclaimed water line immediately upstream:
8. Pipe diameter for for reclaimed waterline immediately upstream: 12-Inch
9. Specify the proposed destination of the reclaimed water:
10. Capacity of proposed distribution system: gallons per day
11. Explanation of how capacity was determined:
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
$
531
C-900 Purple
Pipe PVC
351.87
332.96
2. Station location of air release valves:
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

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
C2.0
facilities and outlets
Color coding on reclaimed water piping, valves, etc.
C2.0
Method of securing valves and outlet for operation by
N/A
authorized personnel only
Locking mechanism for hose bibs
N/A
Cross connection control devices
C2.0
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
Stora a 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 .0', _. ? ❑ 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: NDWS h,:) forms been included with this
application package? ❑ Yes or ❑ No
FORM: RWDL 06-16 Page 2 of 5

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 (i1:
Separation Parameter
Horizontal
Vertical
Required
Actual
Required
Actual
Any water line (feet)
10
20
1.5
1.5
Any well
50
N/A
N/A
Sewer lines (reclaimed over sewer)
2
10
1.5
1.8
Final earth grade
N/A
3
4.0
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
Note: In no case shall reclaimed water lines be closer than 25 feet to a private well.
V1. 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

VII.STORAGE 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
It
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

Professional Engineer's Certification:
, attest that this application for %-e l 4-fc
('Cl If l 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 fiuher 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 1 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:
CA '�•�,
• O '
1 18570
s ..�� .
%s MIN
ARK..�'�``•a
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
I, Kendra D. Parrish, P.E. Director of Engineering
(signing authority name - PLEASE PRINT) (title)
attest that this application for Ferguson Warehouse Center
(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 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application package shall a 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 viglatigiii. I—, I
Signature: Date:
FORM: RWDL 06-16 Page 5 of 5

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
11.03 RECLAIMED WATER SERVICE TAPS
A. Design
B. Materials
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. General
B. Street Crossing
C. Hose Bibs
11.05 TESTING AND INSPECTION
A. General
B. Testing
C. Inspection
11.06 REPAIR OF RECLAIMED WATER SYSTEM
FINAL 2015 11-1 Supp 12016
Supp 4 2 Aug. 2017

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 Environment and Natural Resource (NCDENR)
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 Director of
Engineering, 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 Director of Engineering and receive approval prior to construction
drawing submittal.
E. Reclaimed Water main extensions shall be submitted to the Director of
Engineering for notification only. Engineering will forward to NCDENR 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 NCDENR rules.
De minimus runoff from distribution air relief valves and blow -off is deemed
permitted per NCDENR 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
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.
FrNTAL 2015 11-2 Supp 12016
Supp # 2 Aug. 2017

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 Director of Engineering. The minimum pipe size for reclaimed water
mains shall be 4 inches.
Installation: All utility extension permits must be obtained prior to
construction utilizing appropriate application forms from NCDENR. 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 Director of
Engineering. 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.
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.
FINAL 2015 11-3 Supp 12016
Supp # 2 Aug. 2017

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.
ii. Existing potable or nonpotable water lines that are being converted to
reclaimed water use should first be accurately located and tested in
accordance with regulatory requirements. If required, the necessary
actions to bring the line and appurtenances into compliance with
regulatory standards should be taken. If the existing lines meet
approval of the reclaimed water supplier and NCDENR, the lines can
be approved for reclaimed water distribution. If verification of the
existing lines is not possible, the lines should be uncovered, inspected,
and identified prior to use.
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 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 Tape:
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
FINAL 2015 11-4 Supp 12016
Supp 4 2 Aug. 2017

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 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 Director of
Engineering.
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 Director of Engineering approval. New manufacturers must submit
requests for approval to the Director of Fngineering. 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 Director of
Engineering's 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
Depth of Cover
Pressure Class
6-8 -inch
3-20 feet
350 psi
10-12 -inch
3-14 feet
350 psi
FINAL 2015 11-5 Supp 12016
Supp # 2 Aug. 2017

14-20 -inch 3-10 feet 250 psi
24-64 -inch 3 - 8 feet J 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.
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 byl5A NCAC 02U — Reclaimed
Water).
c) Furnish pipe for the following minimum pressure classes as indicated.
Diameter 4"42", C900 Pressure Class 150, SDR 18 Diameter 14" and larger,
C905 Pressure Class 165, DR18.
C. INSTALLATION
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.
Materials at all times shall be handled
manner to protect them from damage.
dropped or pushed into ditches.
with mechanical equipment or in such a
At no time shall pipe and fittings be
FINAL 2015 11-6 Supp 12016
Supp # 2 Aug. 2017

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 Director of Engineering. 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 Director of Engineering and the
Director of Public Utilities. The Contractor shall operate valves only in
accordance with Town of Holly Springs Engineering Design and Construction
Standards.
11.02 VALVES AND APPURTENANCES
A. VALVES
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.
FINAL 2015 11-7 Supp 12016
Supp # 2 Aug. 2017

b) Where no reclaimed water line intersections are existing, a main line valve
shall.be installed at every 100 feet per, l 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.
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 Director of
Engineering. They may be installed horizontally and equipped with bevel
gears, grease case, rollers, tracks scrapers, and a bypass located on the side of
FINAL 2015 11-8 Supp 12016
Supp # 2 Aug. 2017

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 Director of Engineering. 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).
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. Pie Fittings: Pipe fittings shall be cast or ductile iron designed and
manufactured as per AWWA C110. Sizes of fittings up to and including 12
FINAL 2015 11-9 Supp 12016
Supp # 2 Aug. 2017

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 C 111 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 4" inches.
Blowoffs installed on transmission and distribution mains shall be a minimum
of 4 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.
d) All valve boxes for blowoffs are required to have locking devices.
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.
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.
FINAL 2015 11-10 Supp 12016
Supp # 2 Aug. 2017

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 Director of Engineering.
11.03 RECLAIMED WATER SERVICE TAPS
A. DESIGN
I. 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 Director
of Engineering.
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 Director of Engineering. Multiple branch
services size shall be determined by the designer.
FINAL 2015 11-11 Supp 12016
Supp # 2 Aug. 2017

METER SIZING GUIDE
Meter Size
Flow Range
(inches)
(GPM)
3/4" PD
0 - 20
1" PD
20 - 50
1%" 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. Ta S
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:
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 specifications.
Stainless steel shall meet AWWA C223 specifications. All sleeves shall require
FINAL 2015 11-12 Supp 12016
Supp # 2 Aug. 2017

full circumferential gasket. All tapping sleeves shall be manufactured and
approved for installation on the specific main line pipe material (DEP, 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 0-
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
Maximum size
to be tapped
Saddle Outlet
16"
8"
18"
8"
20"
10"
24" and larger
12"
4. Co oration 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 type couplings. Copper service tubing
shall be installed with a purple colored polyethylene wrap.
7. Coppersetters for % and 1 inch Reclaimed Water Services: All 3/4 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
FINAL 2015 11-13 Supp 12016
Supp # 2 Aug. 2017

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 3/4 inch services: 3/4 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 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.
10. Meter boxes for 1 %2 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.
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
FINAL 2015 11-14 Supp 12016
Supp # 2 Aug. 2017

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 %" to 2" services will be
provided by the Town of Holly Springs. Larger meters shall be provided by the
developer as directed by the Director of Engineering. 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 appurtances 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. A soil evaluation has been completed for Green Oaks Parkway median and
initial lots of the Twelve Oaks Subdivision which specified a maximum rate of 0.5
in/hr. This only applies to this small area. Any design outside of this area will need
to complete an independent soil evaluation.
All reclaimed water irrigation systems are required to secure permits from the Code
Enforcement Department and the Department of Engineering 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.
FINAL 2015 11-15 Supp 12016
Supp # 2 Aug. 2017

B. DESIGNS
Sprinklers chosen and located to maintain the following setbacks from the irrigation
area to the following features:
a. 25 feet from surface waters (perennial and intermittent streams, wetlands) not
classified as tidal salt waters or high quality water (SA).
b. 100 feet from surface waters (perennial and intermittent streams, wetlands
classified as tidal salt waters or high quality water (SA).
c. 100 feet from any water supply well (not including monitoring wells).
d. Sprinklers located on a steep slope have check valves installed on all the heads on
that irrigation zone.
e. 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.
f. 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.
g. 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.
h. 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 Director of Engineering.
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.
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).
Hose bibs are not permitted for the reclaimed water system. Rain sensors must be
installed to reduce the likelihood of overwatering.
FINAL 2015 11-16 Supp 12016
Supp # 2 Aug. 2017

11.05 TESTING AND INSPECTION
E�"207—IA
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
Hydrostatic Testing
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.
FINAL 2015 11-17 Supp 12016
Supp 9 2 Aug. 2017

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:
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
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
FINAL 2015 11-18 Supp 12016
Supp # 2 Aug. 2017

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 also submit the test results to the Town of Holly Springs'
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.
FINAL 2015 11-19 Supp 12016
Supp 4 2 Aug. 2017

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:
- Inspection of main line tap and piping to meter box;
- 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
- Includes inspection of the location of all heads, type of heads, spacing of heads
and throw pattern of each head and correct pressure;
- 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.
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.
FINAL 2015 11-20 Supp 12016
Supp # 2 Aug. 2017

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.
Reclaimed Water Main Line Repair
1. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired by use
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.
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.
END OF SECTION 11.00
FINAL 2015 11-21 Supp 12016
Supp # 2 Aug. 2017

R FIRECEIVEPDR0Y COOPER �!
Governor NC
MICHAEL S. REGAN /LQIlV
Secretary ` xuw+ a n m�� 207,1
S. DANIEL SMITH NORTH CAROL INA L
Director Environmental Quality
Non -Discharge
February 11, 2020 Permitting Unit
KENDRA D. PARRISH — DIRECTOR OF ENGINEERING
TOWN OF HOLLY SPRINGS
PO BOX 8
HOLLY SPRINGS, NORTH CAROLINA 27540
Subject: Application No. WQ0041352
Additional Information Request
Ferguson Warehouse Center RWDL
Reclaimed Water System
Wake County
Dear Ms. Parrish:
Division of Water Resources' Central and Regional staff has reviewed the application package
received December 05, 2019. However, additional information is required before the review may be
completed. Please address the items on the attached pages no later than the close of business on March 12,
2020.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina
rules and regulations. Any oversights that occurred in the review of the subject application package are
still the Applicant's responsibility. In addition, any omissions made in responding to the outstanding items
in Sections A through C, or failure to provide the additional information on or before the above requested
date may result in your application being returned as incomplete.
Please reference the subject application number when providing the requested information. All
revised and/or additional documentation shall be signed, sealed and dated (where needed), with two paper
copies and one electronic copy submitted to my attention at the address below.
If you have any questions regarding this request, please do not hesitate to contact me at (919) 707-
3661 or Ranveer.katvaIPncdenr.gov. Thank you for your cooperation.
Sincerely,
w
Ranveer Katyal, Environmental Engineer
Division of Water Resources
cc: Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
James Mark Smith, RE, McKim & Creed (Electronic Copy)
Permit Application File WQ0041352
�DR�- North Carolina Department of Environmental Quality 1 Division of Water Resources F Q�rjj 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Caralina 27699-1617
919.707.9000

Ms. Kendra D. Parrish
February 11, 2020
Page 2 of 3
IT i i i "I, t A/' I.
1. Page 1, General Information I.3. — provide the applicant type for permit renewal.
Response: Government / Municipal has been checked.
2. Page 2, General Information I.5. — provide the documentation to show presence or absence of
endangered aquatic species at the project site as per 15 A NCAC 02T .0105(c)(10).
Response. The North Carolina Natural Heritage Program letter is provided as requested.
3. Page 2, General Information 1.6. — fill out yes or no.
Response: No has been checked.
4. Page 2, General Information 1.7. — provide the documentation to show if any portion of the project
is located within the 100-year floodplain.
Response: The property is located within Zone X, not in the 100-YR flood, by FEMA Firm
Map No. 3720064900J Panel 0649 Last Revised May 2, 2006. Documentation is provided as
required.
Provide copies of all easements (executed and filed in the Register of Deeds in the county in which
the land is located) indicating the intended use of the property and meeting the requirements of 15A
NCAC 02L .0107(f). If an easement has not established at this time, the permit can be issued as
"construction only". The permittee would be required to submit the easement(s) in a permit
modification to have the permit re -issued as "construction and operation".
Response: The proposed reclaimed water line will be located in a right-of-way that will be
dedicated during the close-out phase of the project. The designer will provide the plat showing
this recorded right-of-way at that time.
C. Engineering Plans:
For clarity, include a table on each relevant plan and profile sheet with the required utility setbacks
(15A NCAC 02U .0701) and minimum cover (15A NCAC 02T .0305(g)(4)). Setbacks to other
utility lines are edge of pipe to edge of pipe.
Response: A table has been added to the plan set showing the required setbacks, minimum
cover and separation requirements as requested. A note has also been added to this table that
these minimum requirements are from edge of pipe to edge of pipe. Refer to sheets C1.2, C1.3,
C2.0 & C2.1.
2. Reclaimed Water Systems — Distribution Lines form RWDL 06-16: Part C. Engineering Plans, as
per 15A NCAC 02U .0201(c)(1) or .0202(c), submit 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
Response: refer to sheet C0.0 (cover sheet).
• A general location map with at least two geographic references and a vicinity map.
Response: Per the designer's communication with the reviewer, the provided
existing conditions plan shows the reference as required. The cover sheet also

Ms. Kendra D. Parrish
February 11, 2020
Page 3 of 3
provides the vicinity map as required. Reference sheets C0.0 & C0.2.
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.
Response: The scope of this project is to install reclaimed water line extensions
only. There are no pump stations proposed with this project. Refer to sheets
C1.2, C1.3, C2.0 & C2.1 for plan and profiles of the proposed reclaimed water
lines.
Depict minimum separation distances required by 15A NCAC 02U .0403 (h), (i), and
15A NCAC 02T .0305).
Response: Minimum separation distances are shown in the added table as
requested. Dimensions have also been added to the plan set to provide
verification of that the reclaimed water line has the required separations.
Minimum cover in accordance with 15A NCAC 02T .0305(g)(4).
Response: The minimum cover has been added to the plan and profile of the
reclaimed water line for verification. Refer to sheet C1.2.
• Location and details of all pump stations.
Response: The project scope is to only install reclaimed water line extensions.
This project is to utilize the existing pump station as installed and permitted
through the Town of Holly Springs.
All labeling and color -coding requirements per 15A NCAC 02U .0403.
Response: A reclaimed water general note section has been added to sheet C0.1
to provided the required labeling and color -coding as required per 15a NCAC
02U .0403.

Ms. Kendra D. Parrish
February 11, 2020
Page 4 of 3
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.
Response: Plans have been updated to show "Final Design — Not Release for
Construction' as required.

MCKIM&CREED
TO: NCDENR — Division of Water Resources
512 North Salisbury Street
Raleigh, NC 276 9-1617RE CEIVE]
NCIDEQ/ DWR
2 MAR 2020
Non -Discharge
Permitting Un9
ATTENTION: Ranveer Katyal, Environmental Eng.
LETTER OF TRANSMITTAL
DATE: March 11, 2020
PROXC'r No: 04311-0024 I TASK NO:
Application No. WQ0041352
Additional Information Request
Reclaimed Water System
Ferguson Warehouse Center RWDL
Wake County
TRANSMrFrAL NO: 1 I PACE 1 OF 1.
WE ARE SENDING. ❑ Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ® Other
Quantity
Drawing No.
Rev.
Description
Status11
2
11x17 paper copies of the revised plans dated 3/11/2020
G
1
Comment Responses prepared by McKim & Creed, Inc.
G
1
Revised "Project Information RWPI 06-16_201610241115127636"
G
1
Fema Firm Map No. 3720064900J Panel 0649 Revised May 2, 2006
C
1
Copy of Natural Heritage Program Query Response
C
1
Electronic copy of entire submittal package
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
REMARKS:
Please find enclosed our response and supporting documentation to your comments provided February 11,
2020. Should you have any questions or comments, please feel free to contact our office. Thank you for
your assistance with this project.
1730 Varsity Drive, Suite 500 Raleigh, NC 276% 9191233-8091 Fax [phone]
Cc: McKIM & CREED, INC.
Signed James Mark Smith, PE
Vice President

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U - RECLAIMED WATER SYSTEMS - PROJECT INFORMATION
Dhisim of Mid Resourees 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 orizinal 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 Major Modification 1
$1,310 $395
$810 $245
$480 N/A
1 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.
RECEIVE
NCDEQ/DWR
2 MAR 2020
-Non-Discharge
Permjtting l lmit
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

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 .
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
There is no fee for permit renewal without modification.
D. Existing Permit: (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
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

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Dkftlon of Weser Resaarces 15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
I. GENERAL INFORMATION:
1. Applicant's name: Town of Holly Springs
Mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540-_
Telephone number: (919) 557 - 3933 Email Address: Kendra.ParrishO-hollyspringsnc.us
2. Signature authority's name: Kendra D. Parrish, P.E. (per 15A NCAC 2U .0106) Title: Director of Engineering
3. Applicant type (check all that apply):
® Government > ❑ Federal ❑ State ® Municipal ❑ County
❑ Individual
❑ Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secretanr 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 O rational 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. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .01051ef{21? ❑ Yes or ® No
FORM: RWPI 06-16 Page 1 of 3

II. PROJECT INFORMATION
1. Application type: Select (See Instruction B) Fee Submitted (See Instruction B)
2. For modifications, provide the existing permit number: WQ00 and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting:
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 %stem f U >
200,000 GPD
Dam Safety
Erosion & Sedimentation
Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer Svstem
Stormwater Management Plan
Other:
✓ 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 Please reference attached NC Natural Heritage Program report.
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01 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?
✓ If yes, has the Applicant submitted written documentation of compliance with 143 Article 21 Part 6? ❑ Yes or ❑ No
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

vjNM0\ &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
FEMA MAP
FERGUSON
WAREHOUSE CENTER
Scale: 1 "=500' J
0 500 1000
Date:
March 11 2020

kv-
.-MEN: � �w � � � vow ��
iP NO SGIIE .icaw.a. .....,..ma_..w..m=r.._w N '•>e�
sm vmrw . s2�m„rr8� `Y� Yee — �.•r r /
im
gm
�1� � �,w �.� ,tea •�� •�"� — "° — �"�'�
Mr.
n
HIM
Eg � a" �;�„� ,;:'�,.cce� i i ,""Jz,,,���y s�"F�\ \�s,.l /y�'t ,.� i+�.. �r d,�, ��"'�.'7. . r•,�¢� . �.:," � ".o^°^.
Mid
—
.nwa.c..
ae - - u
'a'�-� rr r \ \\\\ � ` �\O \\ \\\� ` } yiir� ii%r -. � /r'1th• \. � r i / ,^,:�. ,\�\ ��-'�...� ,.o, mz
_ - ', I //I rr �' �gg� � • � \ \ \� av - //�/�N7 - — _ . - /1 r„ ya' w��.. \ \ } \\ \ �'' . �f� m �,�,.,..6 '«a.'
a\'sw
- wh.�`\�\�
•Jr: 1/ ! !tl f,. w=�,ay '` 1 \\\\\\
_ —. '•./ rl/)rlrl (i}\ }�� nrrG.\-� �\�\\���� �- - - /,iri /ij/ �/'ll/ '/// \I` I�r ��`��\.�'a � /%/i, I�JJ t,.�x..�..m,..K.a
— — — — — - rr'/� // �. -\o`y\\� � �//r//. i .III %r /!/! ,. \ + . \ — / /i � •�
I4 =Aug `\�VAvV — if i0Nr1lri
(I�rl/r/"'i'
III llll(IrIl(l�ll�/i//�
'(I IIIIIIII'I v r � /IdI } ���." f:4i'«:'�: ,
Ir
,o. «,�_°tl".ni,.w .mom. t `" %f%i=n•_'.j(/�/�i%� 4%i
INUffiff
,•�°�r°�0<."-e ,�..'....�a�..,m.a,o<.. ,�.��....,w..�.� \ \\ \ i I' �ri i I r I,�u+o. �onx .a. v
_ :a�ff.•"5''= m `'"x ���.�.,.. ""'�a�`�"' v.,.�_�
n.,>M:f.'i.,—AnaV.Ye'• =U'o'.,'
`••"®�M[�,wiana a"�wo•1A1�06 pu�Smm� ,�c¢z on av�e�vnroum tma aAen+ `�°�'��
nm`u`�.Oµ'�"i,--

North Carolina Department of Natural and Cultural Resources
Natural Heritage program
Govemar Ray Cooper
Secretary Susi H. Hamilton
Sean Clark
February 12, 2018 NCNHDE-5315
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Green Oaks Warehouse; 2018.10
Dear Sean Clark:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat
In the event that are species are found within the project area, please contact the NCNHP so that we mayhave
update our records. exists.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have be
documented within aone-mile radius of the property
these natural heritage elements di ttY boundary. The proximity of these records suggests been
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius
that
y Potentially be present in the project area if suitable habitat exists and is
Project area, if any, are also included in this report.
lus of the
Please note that natural heritage element data are maintained for the purposes of conservation planning, rOJect
review, and scientific research, and are not intended for use as the prima criteria for gulatory decisions.
NCNHP, and the NCNHP must be credited as an information
Information provided by the NCNHP database may not be published without prior written notification to he
ry re
data may not be redistributed without permission. source in these publications. Maps of NCNH
P
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Natu
Preserve (DNP) Registered Heritage Area (RHA), Clean Water Management Trust Fund CWMTF
or Federally -listed species are documented near the project area. ( ) easement,
re
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rQdney b utlernncd r aov
or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS:
1651 Mail Service Center Telephone: [phone]
Raleigh, NC 27699-1651 www_ncnhp.org
LOCATION:
121 West Jones Street
Raleigh, NC 27603

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project
Green Oaks Warehouse
Area
Project No. 2018.10
February 12, 2018
NCNHDE-5315
Element Occurrences Documented Within a One
-mile Radius of the Project Area
Taxonomic EO ID Scientific Name
;Group
..,
Common Name Last Element Accuracy Federal
State Global `State
Observation Occurrence Status
Status Rank Rank
Dragonfly or 32043 Coryphaeschna ingens
Damselfly
Date Rank
Regal Darner 2004-Pre H? 5-Very ---
Significantly
G5 S2?
Vascular Plant 15312 Tradescantia virginiana
Virginia Spiderwort 2002-05-21 g? LOW
3-Medium ---
Rare
Threatened
G5 S1
Natural Areas Documented Within a One -mile Radius
of the Project Area
Site Name
UtleyCreek Slopes
Representational Rati­
'Representational Collective Rating
R4 (Moderate) C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project_ Area
Managed Area Name
NC Department of Transportation Mitigation Site
Owner Owner Type
NC Department of Transportation
Wake County Open Space
Harris Game Land
State
Wake County: multiple local government Local Government
Town of Holly Springs Open Space
Duke Energy Private
Town of Holly Springs
Local Government
Definitions and an explanation of status designations and codes can be found at httosa/ncnhde natur ry nag/conten /belo Data query generated on February 12, 2018; source: NCNHP, Q1 January 2018. Please resubmit
your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-5315: Green Oaks Warehouse
'
\Y Gala �°
'gym
omke.Rtbaowact
�,,, nY •ria9
_ It ,
� ''".q -
.cyan
�� P
arnaM
s
'� �� g n�wa Nnw HAt kw .
sway- P
Targa4• _
�+ ' '> � m, �
m Ems'
o
CIt01t�r9
,_._. V . s �•
%5,
� L.a
i_ • . •
�'
..
•
e w,.
H,y '1
-ash
rt3' '
aw St
r p sae mun iid
np`s
rvc
WN�'
- ih'spfl Rd- V'
d `
.. Hpg Y'
66
pr
ri
m an ..
F
A, E'Earp St
OUIch
Vy,A y igs
� dey� SnepV,➢
r / �
Ci
e
a ey.am ».� t _• 5\
T •_.__\�
r a-, r *
�e�
r•,a
wrlmava' 1
<ra n. So
Pin
t.M1„
�,;�Ah`adav'We3 _
�
1Y L
+ war Ilia, _ Ilegd
xuMwn F�, .
a 1p?*
1 Ga
�
February 12, 2018
Project Boundary
Buttered Project Boundary
®
NHP Natural Area (NHNA)
0
Managed Area (MAREA)
Page 3 of 3
-I:L-I,DG3
0 0-175 0.35 0.7 mi
0 0.275 0.55 1.1 km
Sources: Esd, HERE, DeLorme, Intetmap, inaremenl P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, Genilase• IGN, Kadaster NL, Ordnance Survey, Esd Japan,
METI, Earl China (Hong Kong), swtlsstopu, Mopmvindia. 0 OpenSveetMap
camdbutam, and the CIS User Community

Mark Smith
From: Mark Smith
Sent- Wednesday, March 11, 2020 1:42 PM
To: Mark Smith
Subject: FW: Ferguson Warehouse, NWP verification and PJD, SAW-2013-00482
Attachments: 9 - NCNHP report for Green Oaks Warehouse.pdf
From: Sean Clark <SClark@SAGE ECOLOG ICAL.COM>
Sent: Wednesday, March 4, 2020 5:47 PM
To: Mark Smith <[e-mail]>
Cc: Don Bataille <[e-mail]>
Subject: RE: Ferguson Warehouse, NWP verification and PJD, SAW-2013-00482
The attached report is from the NC Natural Heritage Program (NHP) and was submitted with the permit application. NHP
maintains records of all documented locations of federally threatened and endangered species. The NHP report does not
identify any T&E species (aquatic or terrestrial) within a 1-mile search radius or on the site itself. That being said, a T&E
survey on the site was not completed, but it is very unlikely that you would have any Cape Fear shiner, Carolina madtom
(not yet listed), or dwarf wedgemussel due to lack of habitat.
Let me know if anything else is needed.
Sean Clark
Sage Ecological Services, Inc.
Cell: 919.559.1537
SClark 5a eEcolo ical.com