WQ0045378_Application_20240509

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0045378
Applicant/Permittee Town of Holly Springs
Applicant/Permittee Address 128 S Main Street, Holly Springs, NC 27540
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes NO
Owner Type
Facility Name
County
Fee Category RW Distribution Line
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Municipal
Goodwin (Yield North) Infrastructure Phases I and II RWDL
Wake
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount $600
Complete App Date
05/09/2024
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Emily Koncz
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9195572933
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Applicant/Permittee*
Town of Holly Springs
Applicant/Permittee Address*
128 S Main Street, Holly Springs, NC 27540
Facility Name*
Goodwin (Yield North) Infrastructure Phases I and II RWDL
Please provide comments/notes on your current submittal below.
Permit Application fee sent by Crescent Communities, Check number 33807
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
—42196—Goodwin—Yield—North Complete Reclaim Permit
52.97MB
Application.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
<Y� 6t'_W_._2
Submission Date 5/6/2024

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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�O NOW
April April 19, 2024
NCDEQ — Division of Water Resources
Water Quality Permitting Section, Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Holly Springs Reclaimed Water Distribution System Extension Request; Application for Approval
Project: RECLAIMED Water — Goodwin (Yield North) Infrastructure Ph I and II
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 copy of the State application
❑ One copy of Instructions
❑ One copy of the locally -required Reclaimed Water Extension Design and Application
Certification (Form 3016)
❑ One copy 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
❑ One copy of No Impact Letter
❑ One copy of plats
Feel free to contact me at 919-577-3150 should you have any questions or need additional information in
order to process this application.
Sincerely,
DocuSigned by:
"P
A3B6E125C87C4AE...
Kendra D. Parrish, P.E., C.F.M
Executive Director of Utilities and Infrastructure Services
KDP/ek
cc: Project Consultant Engineer, Brandon McLamb
Rachel Jones, Utility Engineer
Catherine Jacobs, Development Engineering Manager
Seann Byrd, Deputy Director of Water Resources
DS
ID
DS
c
Rachel Jones
Catherine Jacobs
3017
07.24.23
Utilities and Infrastructure Services
P.O. Box 8 • 128 S. Main Street • Holly Springs, NC 27540 • www.hollyspringsnc.gov

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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Project file/paper/electronic/Correspondence 9 42196
3017
07.24.23
Utilities and Infrastructure Services
P.O. Box 8 • 128 S. Main Street • Holly Springs, NC 27540 • www.hollyspringsnc.gov

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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: Goodwin (Yield North) Infrastructure Phase I & II
Design Engineer: Brandon McLamb
Address: 5410 Trinity Rd, Suite 102, Raleigh, NC 27607
Phone Number: [phone] Email: [e-mail]
Date Complete Application Package Received by Town: 5/3/2024
DS DS Ub
Date Approved:F(by RJ) cup (by KDP) C'� (by CJ)
As design engineer for this project, I certify the following (please check (x) each applicable box):
® That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and the State of North Carolina NC DEQ.
❑ That each of the following items are completed and enclosed for submittal to the State for a
RECLAIMED Water Distribution System Permit:
® One copy of Reclaimed Instructions
® One copy of a Reclaimed Water extension permit application for the project
❑ One set of sealed construction drawings, as approved by the Town of Holly Springs. All
comments by the Town of Holly Springs are addressed and reflected on the plans. In
addition, the plans must include all of the information required per Section 15A NCAC
2T.0100 and .0900. PENDING APPROVAL
KI Owner Certification Letter
❑ A check for Town processing fee is enclosed WILL BE PROVIDED
❑ A check to NC DEQ is enclosed UPON TOWN APPROVAL
Design Engineer's Signature Date 02/12/2024
For your information, a copy of the Town's Engineering Design and Construction Standards
(RECLAIMED Water Distribution System Section 11.00) will be forwarded to the State along with
these plans.
Please contact Emily Koncz at emily.konczkholl. sspringsnc.gov if you have any questions.
3016. Utilities and Infrastructure Services
01.25.21
P.O. Box 8 a 128 S. Main Street a Holly Springs, NC 27540 • www.hollyspringsnc.gov

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
�~0w0,0.
0 •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
02/09/2024
Scott Vinson, WRWQROS Regional Supervisor
State of North Carolina Department of Environmental Quality
Raleigh Regional Office Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleigh, NC 27607 www.timmons.com
Reclaimed Water Systems — Distribution Lines — The Goodwin (Yield North) Infrastructure Phase I & II
Mr. Vinson,
Timmons Group is pleased to submit the following Reclaimed Water Systems — Distribution Lines Application on
behalf of The Town of Holly Springs. This application is being submitted to request the addition of the Goodwin (Yield
North) Infrastructure Phase I and II reclaimed waterline infrastructure located in the proposed development off Woods
Creek Road that connects to the Town of Holly Springs' existing reclaimed water system.
This project consists of the following components: 2,581 feet of six-inch (F) Purple PVC pipe, 60 feet of six-inch (F)
Ductile Iron pipe, and 1,566 feet of twelve -inch (12") Purple PVC pipe.
This reclaimed water system is designed to serve build -out of the Yield North development. The proposed 12"
alignment along Woods Creek Road will tie into an existing reclaimed waterline further along Woods Creek Road
owned by the Town of Holly Springs.
This project requires authorization under a 404 Nationwide permit. The permits have been approved and include The
Woods Creek Road Widening project with the NCDWR Project No. 20221757 v.2 and Certification No. 6329 as well
as The Goodwin Commercial Development project/The Yield North Master Plan with the USACE ID SAW-2023-
01841 and a Certification No. WQC006399.
This application includes a transmittal, cover letter, Distribution Lines RWDL application, RWPI form, Developer
Certification of Ownership letter, and a Reclaimed Water Design and Application Certification form.
We look forward to hearing from you regarding this review. If you have any questions or need any additional
information, please don't hesitate to contact me at 919.866.4935 or Brandon. McLamb(a)timmons.com at your
convenience.
Sincerely,
Brandon McLamb, PE
Project Manager
919.866.4935
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
State of North Carolina
nlwAllp Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
Division of Water Resources INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — This application is for projects involving the construction of reclaimed water distribution lines that will supply reclaimed
water for conjunctive use activities. Unless otherwise noted, the Applicant shall submit one original and two copies of
the application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form.
A. Reclaimed Water Distribution Lines (FORM: RWDL 06-16) Application (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Distribution Lines (FORM: RWDL 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The system name in Item 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(f), the Applicant shall demonstrate that they are the owner of the
property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a
combination of):
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement specifically indicating the intended use of the property and meeting the requirements of 15A NCAC 02L
.0107 , (i.e. municipality right of way) or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat
or survey map.
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
C. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0201(c)(1) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following
items:
® Table of contents.
® A general location map with at least two geographic references and a vicinity map.
® Plan and profile views of all pump stations and reclaimed water line extensions as well as the proximity of the reclaimed
water line extensions to other utilities and natural features.
® Depict minimum separation distances required by 15A NCAC 02U .0403(h), (i), and 15A NCAC 02T .0305).
® Minimum cover in accordance with 15A NCAC 02T .0305(g)(4).
❑ Location and details of all pump stations.
® All labeling and color coding requirements per 15A NCAC 02U .0403.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
D. Specifications (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the specifications shall include the following items:
® Specifications for standard equipment may be omitted for municipalities with approved standard specifications. Use of
standard specifications must be noted on each page of the plans.
® Table of contents with each section/page numbered.
® Detailed specifications for each reclaimed water line and pump station (as applicable).
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® 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:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Suecial Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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
L CONTACT INFORMATION:
1. Applicant's name: Town of Holly Springs
Mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540-
Telephone number: (2L9) 577-3150 Email Address: Kendra. ParrisW_HollySpringsnc.gov
2. Signature authority's name: Kendra Parrish (per 15A NCAC 02T .0106) Title: Executive Director of Utilities
and Infrastructure
3. Consulting Engineer's name: Brandon McLamb License Number: 034374 Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Ralei State: NC Zip: 27607-
Telephone number: (2L9) 866-4935 Email Address: brandon.mclambktimmons.com
IL DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name (name of subdivision, shopping center, etc.): Goodwin (Yield North) Infrastructure Phase I
and II
2. Project county: Wake
3. USGS map name: New Hill
4. Owner of reclaimed water generating facility: Town of Holly Springs
5. Permit number of reclaimed water generating facility: W00032289
6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility.
7. Permit number for reclaimed water line immediately upstream: W00042791
8. Pipe diameter for reclaimed water line immediately upstream: 12 inch
9. Specify the proposed destination of the reclaimed water: Goodwin (Yield North) Development
10. Capacity of proposed distribution system: Refer to Technical Memorandum (by DMP) gallons per day
11. Explanation of how capacity was determined: Refer to Technical Memorandum (by DMP)
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
6
2,581
Purple PVC
319.40
333.35 +/- & 303.50
12
1,566
Purple PVC
342.58
342.58 +/- & 322.33
6
60
Ductile Iron
2. Station location of air release valves: N/A
Note: Air release valves must be provided at all high points along the line where the elevation difference exceeds 10 ft.
FORM: RWDL 06-16 Page 1 of 5

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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
C4.0, C4.213 — C4.713
N/A
facilities, and outlets
Color coding on reclaimed water piping, valves, etc.
N/A
N/A
Method of securing valves and outlet for operation by
N/A
N/A
authorized personnel only
Locking mechanism for hose bibs
N/A
N/A
Cross connection control devices
N/A
N/A
IV. SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance (in feet) from any reclaimed water storage units and/or pump station within the
distribution system to each item listed (distances greater than 500 feet may be marked N/A):
Setback Parameter
Pump stations within
Reclaimed Water
distribution system
Storage Units
Required
Actual
Required
Actual
Any private or public water supply source
N/A
N/A
100
N/A
Any property line
N/A
N/A
50
N/A
Any well with exception of monitoring wells
100
N/A
100
N/A
Surface waters (streams — intermittent and perennial,
100
N/A
50
N/A
perennial waterbodies, and wetlands) classified as SA
Surface waters (streams — intermittent and perennial,
25
N/A
50
N/A
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 2B .0200)?
❑ Yes or ❑ No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ® No
✓ If yes, have these waivers been written, notarized, signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
✓ If yes, have the required Non -Discharge Wastewater System Waiver (FORM: NDWSW) fonns been included with this
application package? ❑ Yes or ❑ No
FORM: RWDL 06-16 Page 2 of 5

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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 (1):
Separation Parameter
Horizontal
Vertical
Required
Actual
Required
Actual
Any water line (feet)
10
12,20
1.5
1.5 min
Any well
50
N/A
N/A
N/A
Sewer lines (reclaimed over sewer)
2
3.25, 6
1.5
1.5 min
Final earth grade
N/A
3
4.5 min
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.
VI. PUMP STATION INFORMATION
IF MORE THAN ONE PUMP STATION, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water pump stations proposed as part of the distribution system? ❑ Yes or ® No
✓ If no, then skip the remaining items in Section VI.
2. Complete the table below by providing the required information regarding the reclaimed water pump station(s)
Pump Station Design
Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Volume
gallons
Inlet Elevation
ft
Outlet Elevation
ft
Number of pumps
Pump capacity
GPM
Lead pump on elevation
ft
Lag pump on elevation
ft
Lead pump off elevation
ft
Lag pump off elevation
ft
High water elevation
ft
Audible/Visual high water alarm
3. What is the 100-year flood elevation? (ft)
4. Precautions to be taken to protect the pump station from flooding (ft)
FORM: RWDL 06-16 Page 3 of 5

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

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
Professional Engineer's Certification:
I, Brandon McLamb , attest that this application for Goodwin (Yield North) Infrastructure
Phase I and II has been reviewed by me and is accurate, complete and
consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with this application
package and its instructions as well as all applicable regulations and statutes. Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613,
any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class
2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
oQa�oaaoouQoaao
CAPO e
o° ,p
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1, SEAL
034374
' ! �V°°fib
Q
LE74A5854E14484EF
5/6/2024 3:54 PM EDT
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
I, Kendra D. Parrish, RE, Executive Director of Utilities & Infrastructure Services
(signing authority name — PLEASE PRINT) (title)
attest that this application for Goodwin (Yield North) Development
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any
application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties
up to $25,000 per violation.
DocuSigned by:
5/6/2024 � 1:50 PM PDT
Signature: F"p Date:
A3B6E125C87C4AE...
FORM: RWDL 06-16 Page 5 of 5

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
State of North Carolina
I)WR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
Division of Water Resources INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section Non -Discharge Permitting Unit website.
General —This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least
one of the following forms must also be included in the application package. However, multiple forms may be applicable.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
❑ Reclaimed Water Generation (FORM: RWG) — for wastewater treatment facilities producing reclaimed water.
❑ Non -Conjunctive Utilization (FORM: RWNC) — for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
❑ Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) — for distribution of reclaimed water in a bulk manner.
❑X 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):
X❑ 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):
❑X 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:
❑X 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'
Major Generator/User (ADF > 10,000 gallons per day)
$1,310
$395
Minor Generator/User (ADF < 10,000 gallons per day)
$g 10 $245
Reclaimed Water Distribution Lines
7$600 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.
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
❑X 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.
RI The applicant name in Item I.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc.
❑X 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

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
Division of Water Resources
L GENERAL INFORMATION:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
1. Applicant's name: Town of Holly Springs
Mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540- Emily.Koncz&ollyspringsnc.gov
Telephone number: [phone] Email Address: Kendra.Parrishghollysspringsnc.gov
2. Signature authority's name: Kendra Parrish (per 15A NCAC 2U .0106) Title: Executive Director of Utilities and
Infrastructure
3. Applicant type (check all that apply):
❑X Government ❑ Federal ❑ State ❑X Municipal ❑ County
❑ Individual
❑ Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC Utilities Commission's Water and Sewer Division Public Staff stating an application for a
franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement (FORM: DEV)
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ❑X No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ❑X No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or X❑ No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or X❑ No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or X❑ No
FORM: RWPI 06-16 Page 1 of 3

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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 pemutting:This proposed reclaimed water system will connect to an
existing line along Woods Creek Road and serve the build -out of the Yield Noth development. The system will include 6" and
12" Purple PVC and 6" Ductile Iron pipes.
4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection System (Q >
200,000 GPD)
N/A
Dam Safety
N/A
Erosion & Sedimentation
Control Plan
In Progress
Pending
Pending
TOHS
Nationwide 12 / Section404
Approved
12/15/2023
SAW-2023-01841on
SAW-2023-01806
USACE
Pretreatment
Sewer System
In Progress
Pending
Stormwater Management Plan
In Progress
Pending
Pending
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: ; or explain why this item is N/A.
6. Does this project utilize public monies or lands? ❑ Yes or 0 No
✓ If yes, was an Environmental Assessment required under 15A NCAC O1C?
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 0 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

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I, Kendra D. Parrish, P.E. Executive Director of Utilities and Infrastructure Services
(signing authority name — PLEASE PRINT) (title)
attest that this application for Goodwin (Yield North) Phase I and II
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
ned y: DocuSig
Signature: F"�4 Date: 5/6/2024 1 1:50 PM PDT
A3BK125CKC4AE...
FORM: RWPI 06-16 Page 3 of 3

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
CRESCENT
C O M M U N I T I E S
Developer Certification of Ownership and Dedication
I, Elizabeth McMillan (developer/landowner), certify that I am the owner of the property upon
which the proposed Goodwin THE YIELD North) Infrastructure Phase I & II _(subdivision/development)
is planned as shown on # 22-MAS-03 & #23-DP-02 (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: DB 019213 PG 00546-00549, DB 019213 PG
00550-00553
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.
Signed:
Date:
CrescentCommunities.com
Crescent Communities, LLC
601 S Tryon St, Suite 800, Charlotte, NC 28202
O: 980 3216000
Build Community. Better People's Lives.

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
DAMS - MARTIN • POWELL drn
ENGINEERS & SURVEY 0 R S 10
T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com
Technical Memorandum
Date:
January 23, 2023
.. .,
Af
Prepared For:
Town of Holly Springs
A2ZB 9oEscs7aFc9�s.-7
SEAS
Reclaimed Water Modeling
024968
Godwin (Yield North)
'
Prepared By:
Michael Goliber, PE
01-21-2023 :'
•�
••Q
PI'„O�
Project:
DMP 220201
'
Background
As requested by the Town of Holly Springs (Town), DMP has evaluated the feasibility of adding the proposed
Godwin (Yield North) to the Reclaimed Water System. The proposed project is in the north limits of the
Reclaimed Service Area and is along Woods Creek Road, slightly west of the Carolina Springs PUD.
Model Setup
DMP performed the evaluations utilizing the Town's reclaimed water system model in WaterCAD. The
following setup was used for the modeling:
• Reclaimed Model Setup
— Tank Water Elev: 578' (normal low, down 7 ft)
— WRF Pumps off
— SFR Lots at Typical Demand (1.83 gpm/SFR due to average lot size being approximately 15,000 SF)
(assumes 70% of SFR's are connected).
— Sequiris: 550 gpm (includes 400 gpm cooling and 150 gpm irrigation)
— WRF: 360 gpm (NPW uses + 200 gpm for RCW bulk filling)
— Twelve Oaks Pond: 500 gpm
— Ingenco: 53 gpm
— Burt Tract: Full build out active and in service (412 gpm)
— Hensley Tract: Full build out active and in service (214 gpm)
— Twelve Oaks Phase 09: Full build out active and in service (Stephenson) (150 gpm)
— Addison Subdivision: Full build out active and in service (Formerly Harris) (72 gpm)
— New Hill Road Subdivision (52 GPM)
— Carolina Springs PUD Phase 1—Areas 1-5 (296 GPM)
— Carolina Springs PUD Phase 2 —Areas 6-8 (225 GPM)
— Model Calculations: All modeling calculations were performed as a Steady State Model. Modeling
as a Steady State Model provides for worst case demand condition, meaning that all demands in
the model are active as part of the Scenario calculation.
• Godwin (Yield North)
Based on CAD drawings and PDF's provided to DMP by the Town of Holly Springs, the Godwin
Development includes multiple sites for a business/industrial park. .
The information provided to DMP was brought into the model as a backdrop. The reclaimed water line
extensions and system nodes, with corresponding elevations, were then added to the model. Nodes
within the project are estimated to be at an approximate elevation of 290 to 320 ft based on the
information provided.

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
Technical Memorandum
DMP 220058
Page 2
At this time the extensions of the Reclaimed Water System within the development were analyzed to
provide irrigation demand to the proposed development.
Modeling Results:
Godwin was modeled as with 6" RCWL piping with new taps on the proposed 12" RCWL along Woods Creek
Road, which will be extended as part of this project. The third area is extending lines in the previously
approved Phase 1 area. The model also assumed that the developments proposed and approved prior, as
outlined under Reclaimed Model Setup, are active and in service.
Based on the above described model setup, one scenario was modeled and is described with results
summarized as follows:
Scenario 1: Base System (CS PUD Ph 2, all areas)
This Scenario assumes full build out all Sub -phases in Phase 1 and all areas for Phase 2.
— Existing 6" RCWL from New Hill Road to Ivy Arbor Way
— New 12" RCWL installed from Ivy Arbor Way to Ingenco
— Existing 12" RCWL to Twelve Oaks Phase 9 (Stephenson)
— New 12" RCWL to serve Godwin
— Results: Pressures are above 45 psi, which is the target system requirement minimum pressure.
Feasible - Does meet the Project Objectives
Summary
For Godwin (Yield North), the model was setup as described above.
One scenario was modeled and pressures within the Development are satisfactory and meet the
requirements of the Town's RCW System. These results indicate that the proposed project meets the
objectives of the system.
One system component that should be monitored as part of the build -out for Godwin (Yield North) is the
impact on the previously approved Twelve Oaks Phase 09. This system was designed to be installed with
master meters, which require a 70 psi minimum, based on design information supplied to DMP at the time
of review for Twelve Oaks Phase 09. With significant demands being placed on the system adjacent to and
north of these master meters could potentially have impact on the operation of this system.
Attached are the following documents:
Exhibit: Active System
Exhibit: Scenario 1
P: �2022�220201�Technical Memo�220201 Technical Memo for Godwin Yield North -FINAL 2023-01-23.docx

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
1Jt1V 13 W 1VllitCl IiN W r V W r.LL
ENGI N EERS & S U RVEYORS U P
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Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, KadaseI NL, Ordnance Survey, Esri Japan, METI,
Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community
Document Path: P:\2022\220201\GIS\Godwin - 1st Review Analysis Map -Active System Exhibit.mxd Hydraulic Analysis Map for Feet
Godwin - 1st Review 1,500 750 0 1,500 3,000 4,500
Active System 1 inch = 1,907 feet

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
l/1 1 V 1 V — 1 V 11 11\ 1 11 \— 1- J V V LLL U"'
ENGINEERS & SURVEYORS 0
Little While Oak Creek
Legend
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N
SCENARIO 1 PRESSURES
Range
-13.600000 - 0.000000
0.000001 - 20.000000
20.000001 - 40.000000
40.000001 - 60.000000
60.000001 - 80.000000
80.000001 - 100.000000
J-3125
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Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI,
Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community
Document Path: P:\2022\220201\GIS\Godwin - 1st Review Analysis Map - Scenario 1 Exhibit.mxd Hydraulic Analysis Map Feet
for Godwin (Yield North) - 1st Review 500 250 0 500 1,000 1,500
Scenario 1 1 inch = 500 feet

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, ]R.
Director
Ms. Elizabeth McMillan
CC Yield North LLC
601 South Tryon Street
Suite 800
Charlotte, NC 282052
[e-mail]
NORTH CAROLINA
Environmental Quality
November 3, 2023
Subject: Revised 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act for
Proposed widening of Woods Creek Road in Holly Springs, Wake County.
NCDWR Project No. 20221757 v.2
Dear Ms. McMillan:
Attached hereto is a revision of Certification No. 6329 issued to CC Yield North LLC dated November 3, 2023.
This approval is for the purpose and design described in your application. The plans and specifications for this
project are incorporated by reference as part of this Water Quality Certification. If you change your project, you
must notify the Division and you may be required to submit a new application package with the appropriate fee. If
the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with
all conditions. [15A NCAC 02H .0507(d)(2)]. This Certification does not relieve the permittee of the responsibility
to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those
required by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout
Buffer regulations.
If we can be of further assistance, do not hesitate to contact us.
Slncerel_v, Signed by:
Eao0cu
�� (, AfMNA,
4F4DD2F21EA846E...
Richard E. Rogers, Director
Division of Water Resources
Attachments
Cc:
N. Carmela Stock, US Army Corps of Engineers ([e-mail])
Kate Hefner, Timmons Group ([e-mail])
Kelly Williams, Division of Mitigation Services ([e-mail])
File Copy
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
919.707.9000

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
Revised 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with
ADDITIONAL CONDITIONS
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Resources (NCDWR) Regulations
in 15 NCAC 211 .0500. This certification authorizes CC Yield North LLC to impact 0.169 acres of jurisdictional
wetlands and 224 linear feet of jurisdictional streams in Wake County. The project shall be constructed pursuant to
the application dated received September 18, 2023. This revised approval replaces the one issued October 17,
2023. The authorized impacts are as described below:
Stream Impacts in the Cape Fear River Basin
Stream
Permanent Fill
Temporary Impact
Permanent Fill in
Riprap
Temporary
Total
Site
in Intermittent
Intermittent
Perennial Stream
Stabilization to
Impact to
Stream
Stream
Stream (linear ft)
(linear ft)
Perennial Stream
Perennial Stream
Impact
(linear ft)
(linear ft)
(linear ft)
(linear ft)
2/4
0
0
132
10
20
162
(H)
7
52
10
0
0
0
62
(G)
Total
52
10
132
10
20
224
Total Stream Impact for Project: 224 linear feet
Revised Wetland Impacts in the Cape Fear River Basin
Site
Permanent Impact (ac)
Temporary Impact (ac)
Total Wetland Impact (ac)
1
0.008
0.009
0.017
3
0.032
0.012
0.044
5
0.002
0.003
0.005
6
0.047
0.005
0.052
8
0.031
0.024
0.055
Total
0.120
0.053
0.173
Total Wetland Impact for Project: 0.173 acres.
The application provides adequate assurance that the discharge of fill material into the waters of the Cape Fear River
Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
North Carolina Department of Environmental Quality I Division of Water Resources
e,�--oREQ :�;\' 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAFiOLINA 919.707.9000
o.wmnem m �nro���w rwai�

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
This approval is only valid for the purpose and design that you submitted in your application dated received
September 18, 2023 and revision received November 3, 2023. Should your project change, you are required to
notify the NCDWR and submit a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter, and is thereby responsible for complying with all the conditions. If any
additional wetland impacts, or stream impacts, for this project (now or in the future) exceed one acre or 150 linear
feet, respectively, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6)
and (7).
For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you
should obtain all other federal, state or local permits before proceeding with your project including (but not limited
to) Sediment and Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations.
This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers
Permit.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any lands
or waters, or any right of use in any waters. This Water Quality Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and does not create any
prescriptive right or any right of priority regarding any usage of water. This Water Quality Certification shall not be
interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water
use. No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity of the withdrawal or the
date on which the withdrawal was initiated or expanded. Upon the presentation of proper credentials, the
Division may inspect the property.
Conditions of Certification:
1. Compensatory mitigation for impacts to 0.120 acres of riparian wetlands in the Cape Far River Basin is required.
We understand that you have chosen to perform compensatory mitigation for impacts to wetlands through the North
Carolina Division of Mitigation Services (DMS) and that the DMS has agreed to implement the mitigation for the
project. DMS has indicated in a letter dated October 30, 2023 that they will assume responsibility for satisfying the
federal Clean Water Act compensatory mitigation requirements for the above -referenced project, in accordance with
DMS's Mitigation Banking Instrument signed July 28, 2010.
2. Unless otherwise approved in this certification, placement of culverts and other structures in open waters and
streams, shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater
than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of
wetlands or streambeds or banks, adjacent to or upstream and down stream of the above structures. The applicant is
required to provide evidence that the equilibrium is being maintained if requested in writing by the NCDWR. If this
condition is unable to be met due to bedrock or other limiting features encountered during construction, please
contact the NCDWR for guidance on how to proceed and to determine whether or not a permit modification will be
required. [I5ANCAC 02H.0506(b)(2)]
2. Riprap shall not be placed in the streambed in a manner that precludes aquatic life passage. Bioengineering
boulders or structures should be properly designed, sized and installed. [15A NCAC 02H.0506(b)(2)]
3. The stream channel shall be excavated no deeper than the natural bed material of the stream, to the maximum
extent practicable. Efforts must be made to minimize impacts to the stream banks, as well as to vegetation
responsible for maintaining the stream bank stability. Any applicable riparian buffer impact for access to stream
channel shall be temporary and be revegetated with native riparian species. [15A NCAC 02H.0506(b)(2)]
4. Pipes and culverts used exclusively to maintain equilibrium in wetlands, where aquatic life passage is not a
concern, shall not be buried. These pipes shall be installed at natural ground elevation. [I 5A NCAC 2H.0506(b)]
North Carolina Department of Environmental Quality I Division of Water Resources
e,�--oREQ :�;\' 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAFiOLINA 919.707.9000
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
5. Wetland areas impacted by temporary clearing shall be stabilized and reseeded with native wetland seed. [15A
NCAC 2H.0506(b)]
6. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills. [15A NCAC 02B.0200]
7. As stated in your application, the permittee shall receive approval of the Stormwater Management Plan by the
appropriate locally delegated authority, prior to initiating any of the approved impacts in this Water Quality
Certification. Permittee shall forward a copy of that approval to NCDWR to affirm this condition has been met. If
sediment or other pollutants are found to be discharged from the stormwater outfalls, DWR may take enforcement
action. DWR and permittee shall assess the damage to water quality standards and implement an appropriate action
plan to address the impacts. The action plan shall provide an appropriate timeline for implementation as agreed
upon by both DWR and the permittee.
8. For all streams being impacted due to site dewatering activities, the site shall be graded to its preconstruction
contours and revegetated with appropriate native species. [15A NCAC 02H.0506(b)(2)]
9. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
10. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed
floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC 02H.0506(b)(2)]
11. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [ 15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
12. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures such
as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in flowing
water. [15A NCAC 02H.0506(b)(3) and (c)(3)]
13. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)]
14. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
15. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [I5ANCAC 02H.0506(b)(3)]
16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [15A NCAC 02H.0506(b)(3)]
17. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and
any other appropriate requirements of State and Federal law. If the NCDWR determines that such standards or laws
are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being
violated, or that further conditions are necessary to assure compliance, the NCDWR may reevaluate and modify this
certification. [15A NCAC 02B.0200]
18. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification. [15A NCAC 02H.0506(b)(2)]
19. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition,
the Water Quality Certification and all subsequent modifications, if any, shall be maintained with on -site project
manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
North Carolina Department of Environmental Quality I Division of Water Resources
e,�-#REQ :�;\' 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAFiOLINA 919.707.9000
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
20. The outside wetland or water boundary located within the construction corridor approved by this authorization,
including all non-commercial borrow and waste sites associated with the project, shall be clearly marked by highly
visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless
otherwise authorized by this certification. [15A NCAC 0211.0501 and .0502]
21. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and federal) having
jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and
sedimentation control requirements, etc.
22. The Permittee shall report any violations of this certification to the Division of Water Resources within 24 hours
of discovery. [I 5A NCAC 02B.0506(b)(2)]
23. Upon completion of the project (including any impacts at associated borrow or waste sites), the permittee shall
complete and return the enclosed "Certification of Completion Form" to notify the NCDWR when all work included
in the 401 Certification has been completed. [I 5A NCAC 02H.0502(f)]
24. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction. [15A NCAC 02B.0506(b)(2)]
25. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be
located in wetlands or streams, compensatory mitigation will be required since that is a direct impact from road
construction activities. [15A NCAC 02H.0506(b)(3) and (c)(3)]
26. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards [15A NCAC 02H.0506(b)(3) and (c)(3)]:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
27. Sediment and erosion control measures shall not be placed in wetlands or surface waters, or within 5 feet of the
top of bank, without prior approval from DWR. [I 5A NCAC 02H.0506(b)(3) and (c)(3)]
28. When applicable, all construction activities shall be performed and maintained in full compliance with G.S.
Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment
and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of
sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC
02H .0506{b)(3) and (c)(3) and 15A NCAC 02B .0200]
North Carolina Department of Environmental Quality I Division of Water Resources
e,�--oREQ :�;` 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAFiOLINA 919.707.9000
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29. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or
exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control
Manual, or for linear transportation projects, the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including
contractor -owned or leased borrow pits associated with the project. Sufficient materials required for stabilization
and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation
measures and implementation shall comply with the reclamation in accordance with the requirements of the
Sedimentation Pollution Control Act and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, Trout, WS-1, WS-11,
High Quality Waters (HQW), Outstanding Resource Waters (ORW), or 303(d) Impaired Waters, then the
sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 04B .0124,
Design Standards in Sensitive Watershed. [15A NCAC 02H.0506(b)(3) and (c)(3); GC 4135]
This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware that
impacting waters without first applying for and securing the issuance of a 401 Water Quality Certification violates
Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title 15A NCAC 2H .0500 requires
certifications pursuant to Section 401 of the Clean Water Act whenever construction or operation of facilities will
result in a discharge into navigable waters, including wetlands, as described in 33 Code of Federal Regulations
(CFR) Part 323. It also states any person desiring issuance of the State certification or coverage under a general
certification required by Section 401 of the Federal Water Pollution Control Act shall file with the Director of the
North Carolina Division of Water Quality. Pursuant to G.S. 143-215.6A, these violations and any future violations
are subject to a civil penalty assessment of up to a maximum of $25,000.00 per day for each violation.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a
Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH)
within sixty (60) calendar days. Requirements for fling a Petition are set forth in Chapter 150B of the North
Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding
requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone].
A party fling a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party fling the Petition is not the permittee, then the party must also serve the recipient of the Certification in
accordance with N.C.G.S 15013-23(a).
This the 3rd day of November 2023
DIVISION OF WATER RESOURCES
IDocuSigned by:
Qwll (A AfMat1,
4F4DD2F21EA846F
Richard E. Rogers, Jr, Director
WQC No. 6329
North Carolina Department of Environmental Quality I Division of Water Resources
e,�--oREQ :�;` 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAFiOLINA 919.707.9000
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
NCDWR Project No.:
County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form
may be returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
North Carolina Department of Environmental Quality I Division of Water Resources
e,�--oREQ :�;` 512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAFiOLINA 919.707.9000
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
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
1.1.02 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. Designs
C. Street Crossing
D. Hose Bibs
E. Rain Sensors
11.05 TESTING AND INSPECTION
A. General
B. Testing
C. Inspection
D. Cross Connection Control
,�{►iiiilY���f`
1.1.06 REPAIR OF RECLAIMED WATER SYSTEM
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11.00 GENERAL
A. All aspects of the design and construction of any portion of the reclaimed water
distribution system shall, at a minimum, meet the requirements of the North
Carolina Department of Environmental Quality (NCDEQ) Division of Water
Resources (DWR). Requirements presented in the Town of Holly Springs
Standard Specifications hereunder that are more restrictive or go above and
beyond the requirements of DWR are required by the Town of Holly Springs.
B. All Reclaimed water systems must be designed per North Carolina
Administrative Code Title 15A (15A NCAC) — Environmental Quality,
Subchapters 02T, 02U, and 18C latest revisions, the governing regulations.
C. Extensions of the existing reclaimed water distribution system must adhere to
any and all Policy Statements and/or Master Plans pertaining to the reclaimed
water distribution system and receive prior approval from the Executive
Director of Utilities and Infrastructure Services, prior to consideration.
D. Reclaimed water main extensions may require a detailed hydraulic report,
signed and sealed by a North Carolina Professional Engineer, be submitted to
the Executive Director of Utilities and Infrastructure Services and receive
approval prior to construction drawing submittal.
E. All utility extension permits must be obtained prior to construction. Refer to
the Town Code of Ordinances Section 16 for further requirements.
F. Reclaimed water shall be utilized and distributed in accordance with 15A
NCAC 02U Sections .0500 through 0.0700.
G. Any reclaimed water that leaves the reclaimed water distribution system other
than by means of a properly permitted use must be disposed of into the Town
of Holly Springs sanitary sewer system. This includes any reclaimed water line
flushing, and/or line breaks unless otherwise allowed by NCDEQ
rules. Deminimus runoff from distribution air relief valves and blow -off is
deemed permitted per NCDEQ rules. Any reclaimed water that is not a properly
permitted use or sent to a sanitary sewer must be reported and handled as if it
were a wastewater spill.
11.01 RECLAIMED WATER DISTRIBUTION PIPE
All new irrigation systems located within the Town's reclaimed service area desiring to
obtain water service for such system from the Town must connect to the reclaimed water
system, if reclaimed water is available to the property. Design must be in accordance with
Chapter 16 Article IV of the Holly Springs Town Code of Ordinances. These areas are
shown on the Reclaimed Water Distribution Service Area Map located on the Town's
web site.
2015 ED&CS 11-2 Supp # 9 Dec. 2023

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A. DESIGN
1. Location: Reclaimed water lines shall be extended along the roadway to the
adjacent property line. All public reclaimed water mains shall be located within
dedicated right of way or dedicated easements with a minimum width of 20
feet. See Section 2.10 for allowable landscape plantings within a Town of
Holly Springs easement.
2. Sizing: Reclaimed water mains shall be sized in accordance with good design
procedures to provide adequate pressures throughout the system or as directed
by the Executive Director of Utilities and Infrastructure Services. The
minimum pipe size for reclaimed water mains shall be 4 inches in accordance
with the reclaim hydraulic model.
3. Installation: All utility extension permits must be obtained prior to construction
utilizing appropriate application forms from NCDEQ and/or the town. All
reclaimed water mains shall have a minimum cover of 4 feet measured from the
top of the pipe to the finished grade. When reclaimed water mains are installed
along a roadway which does not have curb and gutter, the reclaimed water main
shall be installed at sufficient depth to prevent conflict with future road
improvements or vertical alignment changes.
4. Relation to Potable Water Mains and Other Utilities
a) Reclaimed water distribution lines shall be located at least 10-feet
horizontally from any water line, unless local conditions or barriers prevent
a 10-foot lateral separation. If these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in
accordance with 15A NCAC 18C. Reclaimed water distribution lines shall
meet the separation distances to sewer lines in accordance with 15A NCAC
02T .0305.
b) Reclaimed water mains should only cross sanitary sewer mains or potable
water mains at an approximate 90 degree angle.
d) The minimum separation between reclaimed water mains and storm sewer
mains must be either 5 feet horizontal or 2 feet horizontal with a vertical
separation of 24 inches unless otherwise approved by the Executive
Director of Utilities and Infrastructure Services. Where storm sewers cross
reclaimed water with a vertical separation of less than 24 inches the segment
of reclaimed water pipe shall be ductile iron pipe at least one whole pipe
length from the crossing point with joints equivalent to water main
standards.
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e) Where reclaim water main crosses under storm sewer main with a vertical
separation less than 24 inches then reclaim water must be ductile iron
minimum of 10 feet each side of crossing and properly marked as reclaim.
f) Where sanitary sewer crosses reclaimed mains, a vertical separation of 18
inches must be maintained.
g) Reclaimed water distribution lines shall not be less than 50 ft from a well
unless the piping and integrity testing procedures meet water main
standards, but in no case shall they be less than 25 feet from a private well
or 50 ft from a public well.
5. Identification of Reclaimed Pipes
a. General:
All new distribution piping in the reclaimed water system, including
service lines, valves and other appurtenances should either be colored
purple (Pantone 522 or similar) and embossed or be integrally
stamped/marked "CAUTION: RECLAIMED WATER — DO NOT
DRINK," or be installed with a purple identification tape, and a purple
polyethylene vinyl wrap.
b) Polyethylene Wrap: Buried ductile iron pipe and fittings shall be wrapped
with a purple colored polyethylene membrane conforming to ANSI A21.5,
and installed in accordance with AWWA C105. The polyethylene sheets
shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or
similar).
c) Tracer Wire: Tracer wire shall be installed on all reclaimed piping. Tracer
wire shall be installed as shown in the Details. Approved Wire Connectors
shall be used to attach wire together.
d) Identification Tape:
Identification tape should be prepared with white or black printing on a
purple field (Pantone 522 or similar) having the words
"CAUTION: RECLAIMED WATER — DO NOT DRINK." The
overall width of the tape should be at least 3 inches.
ii. Identification tape should be installed on the top of the distribution
piping longitudinally and should be centered over the pipe. The
identification should be continuous in its coverage on the pipe and
should be fastened to each pipe length no more than 10 feet apart. Tape
attached to sections of pipe before they are placed in the trench should
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have flaps sufficient for continuous coverage. Other satisfactory means
of securing the tape during backfill of the trench may be used if suitable
for the work, as determined by the Executive Director of Utilities and
Infrastructure Services.
iii. The identification tape differentiating the reclaimed water piping from
other utility lines should be consistent throughout the service area.
e) Signage:
i. The public shall be notified of the use of reclaimed water.
ii. Advisory signs shall be posted around reclaimed water irrigation
activities in public areas, adjacent to ponds used to store reclaimed
water in public areas, and at decorative water features that use
reclaimed water.
iii. All advisory signs should be colored purple (Pantone 522 or
similar), should read "CAUTION: RECLAIMED WATER — DO
NOT DRINK," The sign shall reference the TOHS Utilities and
Infrastructure Services Department. Additionally, signage shall
provide emergency number of 919-577-1090 and the Town's
web site.
B. MATERIALS
1. Material: All reclaimed water main distribution pipe 4" thru 12" diameter shall be
C900 PVC pipe. All reclaimed water main distribution pipe greater than 12"
diameter shall be C905 PVC. Ductile Iron Pipe shall only be used in special cases
and with the Executive Director of Utilities and Infrastructure Services approval.
New manufacturers must submit requests for approval to the Executive Director of
Utilities and Infrastructure Services. Additional information such as catalogs, list
of installations in the area or material samples may be required. A written response
will be mailed to the applicant accepting or rejecting the product within 90 days of
the receipt of all necessary information.
2. Ductile Iron Pipe:
a) This material shall only be used for reclaimed water lines with Executive
Director of Utilities and Infrastructure Services' approval.
b) Buried ductile iron pipe and fittings shall be wrapped with a purple colored
polyethylene membrane conforming to ANSI A21.5, and installed in
accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick,
minimum, and be colored purple (Pantone 522 or similar).
c) Ductile iron pipe shall be designed and manufactured in accordance with
AWWA C150 and C151. The minimum required pressure ratings for ductile
iron pipe installed at a Type 2 laying condition are tabulated below. For all
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other installations other than specified, the laying condition or the minimum
pressure class rating shall be increased in accordance with AWWA C151.
Pipe Diameter
Depth
of Cover
Pressure Class
6-8
-inch
3-20 feet
350 psi
10-12
-inch
3-14
feet
350 psi
14-20
-inch
3-10
feet
250 psi
24-64
-inch
3
- 8 feet
150 psi
d) Pipe joints shall be of the push -on type as per AWWA C111. Pipe lining shall
be cement mortar with a seal coat of bituminous material in accordance with
AWWA C104. Galvanized steel pipe will not be allowed as a material for
reclaimed water mains or reclaimed water service lines.
3. PVC Pipe:
a) PVC pipe (4" to 12") shall be designed and manufactured in accordance with
AWWA C900. PVC pipe larger than 12" shall be designed and manufactured
in accordance with AWWA C905. The PVC pipe shall be made of virgin PVC
resin that provides chemical and physical properties that meet or exceed cell
class 12454-B as defined in ASTM D 1784. 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 by 15A NCAC 02U — Reclaimed
Water).
c) Furnish pipe for the following minimum pressure classes as indicated. Diameter
4"-12", C900 Pressure Class 150, SDR 18 Diameter 14" and larger, C905
Pressure Class 165, DR18.
4. Steel Encasement for reclaimed water pipes are required for the following Street
Classifications to avoid traffic disruption in the future:
• Controlled Access Highway
For carrier pipes that employ cathodic protection anticorrosion systems, the
carrier and casing pipes shall be effectively insulated from one another. Carrier
and casing shall be cathodically protected as a unit.
See Section 5.03 Boring and Jacking for more casing pipe size requirements.
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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.
3. Materials at all times shall be handled with mechanical equipment or in such a
manner to protect them from damage. At no time shall pipe and fittings be dropped
or pushed into ditches.
4. Pipe and fitting interiors shall be protected from foreign matter and shall be
inspected for damage and defects prior to installation. In the event foreign matter
is present in pipe and fittings, it shall be removed before installation. Open ends of
pipe shall be plugged or capped when pipe laying is not in progress.
All pipes shall be in nominal lengths of eighteen or twenty feet and shall be installed
with at least 48 inches of cover below the finished subgrade. Pipe shall be laid on
true lines as directed by the Executive Director of Utilities and Infrastructure
Services. Trenches shall be sufficiently wide to adjust the alignment. Bell holes
shall be dug at each joint to permit proper joint assembly. The pipe shall be laid
and adjusted so that the alignment with the next succeeding joint will be centered
in the j oint and the entire pipeline will be in continuous alignment both horizontally
and vertically. Pipe joints shall be fitted so that a thoroughly watertight joint will
result. All joints will be made in conformance with the manufacturer's
recommendations for the type of joint selected. All transition joints between
different types of pipe shall be made with transition couplings approved on shop
drawings showing the complete assembly to scale.
6. Prior to beginning construction, the Contractor shall contact local utility companies
and verify the location of existing utilities. The Contractor shall be completely and
solely responsible for locating all existing buried utilities inside the construction
zone before beginning excavation. The Contractor shall be solely responsible for
scheduling and coordinating the utility location work. When an existing utility is
in conflict with construction, it shall be exposed prior to beginning construction to
prevent damage to the existing utility.
7. Valves in the existing Town of Holly Springs water system shall not be operated
without a minimum notice of 24 hours to the Executive Director of Utilities and
Infrastructure Services and the Director of Public Utilities. The Contractor shall
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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.
b) Where no reclaimed waterline intersections are existing, amain line valve shall
be installed at every 100 feet per 1-inch diameter main up to a distance of 1000
feet between valves. In addition, the Town of Holly Springs reserves the right
to require additional isolation valves where necessary for efficient operation
and maintenance.
c) Valves shall be properly located, operable and at the correct elevation. All
valves and reducers shall be rodded to the tee or cross if one is located within
10 feet as shown in the Details. If reducers cannot be rodded, concrete blocking
or other restraining methods will be required. The maximum depth of the valve
nut shall be 5 feet. When valve extension kits are used, they must be
manufactured by the same company which manufactured the valve.
2. Combination Air Valves
a) Combination air valves shall be installed at all high points of reclaimed water
lines 12" inches in diameter or larger and at other locations as directed by the
Town of Holly Springs. The reclaimed water main shall be installed at a grade
which will allow the air to migrate to a high point where the air can be released
through an air valve. A minimum pipe slope of 1 foot in 500 feet should be
maintained. The valve shall have a minimum two (2) inch NPT inlet and 200-
PSIG working pressure. Combination air valves shall be sized by the Engineer
and approved by the Town of Holly Springs.
b) Combination air valves shall be of the single housing style that combines the
operation of both an air/vacuum and air release valve. The valve must meet the
requirements of AWWA C512 and be installed in accordance with the Details.
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c) Manholes installed for the combination air valves shall meet all requirements
of Section 7.00.
Crate Valves
a) Gate valves 2 inches and greater shall meet all requirements of AWWA C500
for a working pressure of 200 psi. All gate valves shall be mechanical joint
with iron body, bronze mounting double disc parallel seat type with a non -rising
stem and open left with a double O-ring seal.
b) Gate valves, up to and including 12 inches, shall be installed in a vertical
position.
c) Gate Valves 16 inches and larger must be approved by the Executive Director
of Utilities and Infrastructure Services. They may be installed horizontally and
equipped with bevel gears, grease case, rollers, tracks scrapers, and a bypass
located on the side of the body (fully revolving disc valves shall not require
rollers), or vertically and be equipped with spur gears enclosed in a grease case
and with a bypass located on the side of the body. In either case, the roller and
scraper operators shall be installed in a manhole that meets all requirements of
Section 7.00.
4. Resilient Seat Wedge Gate Valves: Resilient seat wedge gate valves shall be
manufactured in accordance with AWWA C509 for a working pressure of 200
psi. All shall be mechanical joint with iron body, open left with a non -rising stem
and two O-ring stem seals. All ferrous surfaces, both inside and outside, shall be
protected by a fusion -bonded epoxy coating.
Butterfly Valves: Butterfly Valves may be installed in reclaimed water mains 24
inches or greater with the permission of the Executive Director of Utilities and
Infrastructure Services. All butterfly valves shall meet the requirements of AWWA
C504 with mechanical joints, 2 inch open left operating nut. Valves installed on
reclaimed waterlines at depths greater than 6' (measured to top of pipe) shall be
installed in a manhole (see Section 7.00) as shown in the Details. Valves
designated by the Town of Holly Springs to potentially have a remote actuator shall
be installed in a manhole (see Section 7.00) as shown in the Details.
6. Valve Boxes
a) Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch
opening. Valve box ring adjustments will not be allowed. All valve boxes shall
be furnished with an approved operating key which shall allow operation by
authorized personnel only.
b) Valve box covers shall be square in shape (NOT round) and shall be designed
for AASHTO H-20 truck loadings. All valve box covers shall be of non-
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
interchangeable shape with potable water covers, and cast on the top surface
with a recognizable inscription indicating "Reclaimed Water". All valve box
covers shall be painted purple (Pantone 522 or similar).
c) The valve box shall be centered over the wrench nut and seated on compacted
backfill without touching the valve assembly. All valve boxes shall be encased
in a trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt
with the cover flush with the top of the pavement or flush with the finished
grade. Precast concrete valve box encasements may not be used for valve box
encasement outside of paved areas. The maximum depth of the valve nut shall
be 5 feet. When valve extension kits are used, they must be manufactured by
the same company that manufactured the valve.
B. APPURTENANCES
1. Pipe Fittings: Pipe fittings shall be castor ductile iron designed and manufactured as
per AWWA C110. Sizes of fittings up to and including 12 inches shall be designed for an
internal pressure of 250 psi, and larger size fittings shall be designed for an internal pressure
of 150 psi. Compact ductile iron mechanical joint fittings designed and manufactured as
per AWWA C111 are also acceptable. Joints for fittings shall be mechanical and lined
with cement mortar with a seal coat of bituminous material, all in accordance with AWWA
C104.
2. Blowoffs
a) Blowoffs installed at the end of cul-de-sacs shall be a minimum of 2
inches. Blowoffs installed on transmission and distribution mains shall be a
minimum of 2 inches. Where there is not sufficient pressure to thoroughly flush
the system, a larger blowoff will be required.
b) Blowoff assemblies shall be constructed as shown in the Details. The valves
shall be gate type with a non -rising stem and a 2-inch operating nut, O-ring
seals and screwed ends. A full-size valve is required on mains that are planned
to be extended.
c) Blowoffs shall be directed in a non -erosive manner to a stabilized grassed area
at least 50 ft. from a jurisdictional feature or directed into the closest sanitary
sewer manhole. Blowoffs installed at the end of cul-de-sacs should be tied into
a sanitary sewer manhole where available.
3. Thrust Restraint: Reaction blocking for all fittings or components subject to
hydrostatic thrust shall be securely anchored by the use of concrete thrust blocks poured in
place or restrained joint piping as described below
a. Concrete thrust blocks shall be poured in place with reaction areas as shown in
the Details. No concrete shall interfere with the removal of fittings. Material
for reaction blocking shall be 3000 psi concrete. A minimum 4 mil plastic shall
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
cover the fitting to ensure that no concrete will interfere with removal of the
fitting.
b. PVC Bell Joint Restraint - All PVC bell joints shall be restrained for both C900
and C905 PVC pipe. The bell joint restraint shall consist of either an approved
restrained PVC joint provided by the same manufacturer of the PVC pipe or an
approved bell joint restraint harness. All bell joint restraint harness assemblies
shall be made of ductile iron pipe (DIP), coated with a manufacturer applied
epoxy coating or polyester powder coating, including stainless steel bolts, nuts
and rods. The bell joint restraint harness shall be manufacturer approved for
use with PVC pipe and rated for at least 200-psi with a 3:1 safety factor.
c. All valves and fittings shall be restrained to C900 or C905 pipe with an
approved wedge action retainer gland or other approved restraining method. All
DIP fittings for reclaimed water use shall be identified by purple painting or
wrapping with polyethylene wrap (Pantone 522 or similar). Alternative
restraining methods and mechanical joint restraints may be used upon approval
by the Executive Director of Utilities and Infrastructure Services.
11.03 RECLAIMED WATER SERVICE TAPS
A. DESIGN
Individual reclaimed water services, and multiple branch services, shall be provided
from the reclaimed water main to each reclaimed water meter for single customer
locations in accordance with the Details. All connections shall be made by wet
taps. Service connections shall be made perpendicular to the reclaimed water main
and shall run straight to the reclaimed water meter.
2. All reclaimed water meter boxes and vaults shall be located at the edge of the
serviced lot's right of way or easement. Reclaimed water meter boxes shall not be
placed in streets, sidewalks, parking areas or obstructed by fencing or
buildings. Exceptions to these conditions will be at the direction of the Executive
Director of Utilities and Infrastructure Services.
3. Service taps to existing reclaimed water mains shall be made by the Town of Holly
Springs. Service taps to new reclaimed water mains shall be made by the Contractor
in accordance with the Specifications.
4. Water meters shall be sized based on applicant water budget calculations using the
approved method. Water meter size shall be determined from the following table;
or as otherwise specified by the Executive Director of Utilities and Infrastructure
Services. Multiple branch services size shall be determined by the designer.
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METER SIZING GUIDE
Meter Size
Flow Range
inches
GPM
3/4" PD
0 - 20
I" PD
20-50
11/2"PD
50- 100
2" C
100 - 200
3" C
200 - 400
4" C
400 - 600
PD = Positive Displacement
T = Turbine (may be required on a case -by -case basis)
C = Compound (must be sized on a case -by -case basis)
5. Service taps greater than 2 inches shall be made by a Contractor of the Developer.
B. MATERIALS
Direct taps shall not be allowed on C900 or C905 PVC mains. The maximum
allowable size for saddle taps is 2". All taps larger than 2-inches shall be installed
by inline fittings or tapping sleeves. All tapping of C900 or C905 PVC mains shall
be implemented with shell type cutting tools classified for use with PVC pipe that
retains the coupon cut while penetrating the pipe wall, use of twist drill bits and
auger bits shall be prohibited.
The maximum size of direct taps without a fitting, tapping sleeve or saddle for
ductile iron mains shall be as follows:
Main Size inches
Tap Size inches
4" main
3/4" to
6" main
1" to
8" main
1 1/4" to
10" main
1 1/2" to
12" main
2" to
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
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
specifications. Stainless steel shall meet AWWA C223 specifications. All sleeves
shall require full circumferential gasket. All tapping sleeves shall be manufactured
and approved for installation on the specific main line pipe material (DIP, C900,
C905).
3. Tapping Saddles: Tapping Saddles shall be used on reclaimed water mains 16
inches and larger. Saddles shall be made of ductile iron providing a factor of safety
of 2.5 with a working pressure of 250 psi. Saddles shall be equipped with an
AWWA C110 flange connection on the branch. Sealing gaskets shall be O-ring
type, high quality molded rubber having an approximate 70 durometer hardness,
placed into a groove on the curved surface of the saddles. Straps shall be alloy
steel. The maximum size saddle outlet for each size of pipe to be tapped shall be
as follows:
Size pipe
to be tapped
Maximum size
Saddle Outlet
16"
8"
18"
8"
20'
10"
24" and larger
12"
4. Corporation Stops: Corporation Stops shall be ball type, made of brass and
complete with a compression or flared coupling and AWWA Standard threads as
per AWWA C800. Taps shall be located at 10:00 or 2:00 o'clock on the
circumference of the pipe. Service taps shall be staggered alternating from one side
of the reclaimed water main to the other and at least 12 inches apart. The taps must
be a minimum of 24 inches apart if they are on the same side of the pipe. No burned
taps will be allowed and each corporation stop will be wrapped with Teflon tape
for ductile iron pipe reclaimed water mains. No tapping shall be made where
rodding is placed.
5. Service Saddles: Service saddles shall be bronze body (85-5-5 waterworks brass)
and double strap for taps with silicon bronze nuts conforming to ASTM A98 and
factory installed grade 60 rubber gaskets. Service saddles shall be approved by the
manufacturer for use on C900/C905 PVC mains.
6. Service Tubing: Copper service tubing shall be type K soft copper tubing per
ASTM B88. No union shall be used in the installation of the service connection of
100-feet or less. The longest available length of service line shall be used with no
unions (e.g. for 3/4 inch, only 1 union will be allowed for each 100 foot
section). Unions shall be made with flare or compression type couplings. Copper
service tubing shall be installed reclaimed locating tape, spirally wrapped from the
tap through the setter.
7. Coppersetters for 3/4 and 1-inch Reclaimed Water Services: All 3/4 and 1-inch
reclaimed water services shall be installed with coppersetters as shown in the
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Details. All coppersetters shall be as manufactured by Mueller or Ford at the
dimensions shown in the Details. All coppersetters shall be installed with a
lockable angle ball valve assembly and outlet angle check valve on all size
setters. Coppersetters shall be installed with flare fittings and all coppersetter
assemblies shall be provided as shown in the Details with galvanized brace pipes
for additional stability. All installations shall provide the coppersetter properly
aligned with the meter box reader lid such that the meter is clearly visible below
the reader lid.
8. Meter Boxes for 3/4-inch services: 3/4-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for 3/4-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 lightweight 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 11/2" 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'/z 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.
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DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
11. Meter Vaults: Meter vaults and access doors within street right of way shall meet
HS-20 loading requirements and shall be located outside of travel areas. The access
double doors shall be aluminum with a flush drop lift handle, stainless steel hinges
and bolts, a stainless steel slam lock, an automatic hold open arm, and compression
springs to allow for easy opening. Covers shall be marked on the top surface with
recognizable inscription indicating "Reclaimed Water -Do Not Drink"
12. Reclaimed Water Meters: Reclaimed water meters for 3/4" to 2" services will be
provided by the Town of Holly Springs. Larger meters shall be provided by the
developer as directed by the Executive Director of Utilities and Infrastructure
Services. Reclaimed water meters, registers and covers shall be purple (Pantone
522 or similar).
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. GENERAL
All reclaimed water irrigation systems within public street right of way require an
encroachment agreement from the Town of Holly Springs or NCDOT prior to
installation. Plans designating the location, size, material, and depth shall be submitted
with the agreement application to the Engineering Department.
Pipe material for the irrigation mainline proposed to be used within the public right of
way shall be Schedule 40 PVC or greater. All pipe, fittings, and appurtenances shall
be purple (Pantone 522 or similar). A minimum depth of 2 feet of cover shall be
provided.
A soil evaluation is necessary in order to determine the loading rate for irrigation
permits. All development within the reclaim service area will need to complete an
independent soil evaluation prior to submitting a reclaim irrigation permit.
All reclaimed water irrigation systems are required to secure permits from the Code
Enforcement Department and the Utilities and Infrastructure Services prior to
installation and shall be inspected after installation. A separate meter is required for
irrigation systems.
For single family irrigation design, a CID, PE, or LA is required to develop the plan.
For non -single family irrigation system designs, a PE must develop the plan.
Impoundments for reclaimed water storage for large scale irrigation systems or
aesthetic/decorative water features shall be designed in accordance with 15A NCAC
02U — Reclaimed Water.
Service lines from mainline tap to the meter are installed and identified per the Town
of Holly Spring's Standard Details. There shall be no direct cross -connection between
potable and reclaimed water supplies.
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B. DESIGNS
Sprinklers chosen and located to maintain the following setbacks from the irrigation
area to the following features:
1.) 25 feet from surface waters [perennial and intermittent streams, wetlands] not
classified as tidal salt waters or high -quality water (SA).
2.) 100 feet from surface waters [perennial and intermittent streams, wetlands]
classified as tidal salt waters or high -quality water (SA).
3.) 100 feet from any water supply well (not including monitoring wells).
4.) Sprinklers located on a steep slope have check valves installed on all the heads on
that irrigation zone.
5.) No mainlines or valves shall be allowed within the utility/devil strip. Laterals will
be allowed and shall be placed within 1 ft of sidewalk.
6.) The zoning of the irrigation system must allow that plants with different water
requirements (such as grass and shrubs) are on separate zones. In addition, the
irrigation design should consider the different microclimates found in most landscapes
(such as north facing grass areas vs. south facing grass areas) and separate those
microclimates into zones. These zoning practices may add slightly to the installation
cost of an irrigation system, but can have a dramatic effect on system efficiency.
7.Guidelines on pressure at the head/emitter: Spray Heads 20 to 35 psi; gear rotors 60
psi or less; impact rotors 60 psi or less; drip emitters 40 psi or less.
8.Large commercial systems which have the potential to place undue burdens (demand
or pressure requirements) on the Town of Holly Springs' public reclaimed distribution
system must include on -site storage and/or pumping facilities. This determination will
be made by the Executive Director of Utilities and Infrastructure Services. Design,
operation, and maintenance of such on -site facilities shall be the sole responsibility of
the applicant. These additional facilities must be designed in accordance with 15A
NCAC 02U — Reclaimed Water.
9.Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensors
are required to remain in service at all times to prevent overwatering and/or ponding of
reclaimed water.
C. STREET CROSSING
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All irrigation line street crossings shall be contained within a ductile iron or steel casing
pipe. The Town of Holly Springs may, in some instances, permit irrigation systems
installed in the medians of Town -maintained roadways. These systems must also have
french drains installed behind the curb and gutter and piped to a storm drainage
collection system. These systems shall be allowed only when some permanent
mechanism is established for the private perpetual maintenance of the system(s).
D. HOSE BIDS
Hose bibs are not permitted for the reclaimed water system.
E. RAIN SENSORS
Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensor
must remain in operation to prevent ponding or runoff.
11.05 TESTING AND INSPECTION
A. GENERAL
1. All reclaimed water used in testing and inspection must be disposed of properly as
described in Section 11.00.
2. All materials must be approved by the Inspector prior to installation. Materials
rejected by the Town of Holly Springs' Inspector shall be immediately removed
from the job site.
3. Under no circumstance shall any waterline system valve be operated without prior
approval by the Construction Inspector. Damage to Town of Holly Springs
infrastructure resulting from illegal operation of valves shall be the responsibility
of the Contractor. In addition, the Contractor shall be subject to a fine for operating
a valve without prior approval.
4. The Contractor shall furnish all materials, labor, equipment, and shall pay for the
water used to perform all testing and inspections to the satisfaction of the
Construction Inspector. The Contractor shall obtain a Blowoff Permit from the
Town of Holly Springs Engineering Department for use when blowing off
reclaimed water mains.
5. Reclaimed water service taps shall not be made until after all main testing is
completed, and bacteriological testing is satisfactory.
B. TESTING
1. Hydrostatic Testing
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a) All valves in the Town of Holly Springs reclaimed water system shall be
operated by the Town of Holly Springs. A section of reclaimed water main
which is to be hydrostatically tested shall be slowly filled with water at a rate
which will allow complete evacuation of air from the line. Hand pumps shall
not be used for the pressure testing of reclaimed water mains. Taps used for
testing purposes shall be removed after testing. The corporation stops shall be
removed and a threaded tapered plug shall be installed on the line.
When approved by the Town of Holly Springs, the Contractor may utilize
potable water or reclaimed water via an approved hydrant meter and RPZ
assembly for testing and disinfection of new reclaimed mains which are not
physically connected to a live reclaimed water supply. Once reclaimed water
has been introduced into the system no direct connection to potable water will
be allowed and an approved air gap assembly must be used.
b) Any measured leakage not within the allowable limits as specified in the
following table shall require repair of the reclaimed water main and additional
testing until the standards are met. For pipe sizes other than those shown, the
Contractor shall test within the allowable leakage amounts as specified by
AWWA C600-99. All visible leaks shall be repaired regardless of the amount
of leakage.
Pipe Size
(Inches)
4
6
8
12
16
20
24
2. Chlorination
Allowable Leakage at 200-psi
(Gal./Hr. per 1000 feet of pipe)
0.43
0.64
0.85
1.28
1.70
2.12
2.55
a) All additions or replacements to the reclaimed water system shall be chlorinated
before being placed in service under the supervision of the Town of Holly
Springs' Inspector in the following manner:
i. Taps shall be made at the control valve at the upstream end of the reclaimed
water main and at all extremities of the line including valves.
ii. A solution of water containing 70% HTH available chlorine shall be
introduced into the reclaimed water main by regulated pumping at the
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
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chlorine immediately after chlorination. The chart below shows the
required quantity of 70% HTH compound to be contained in solution in
each 1,000 feet section of line to produce the desired concentration of 50
ppm.
Pipe Size
Pounds High Test Hypochlorite (70%)
(inches)
per 1000 feet of line
6
1.76
8
3.12
10
4.84
12
7.00
14
9.52
16
12.44
20
19.52
24
28.00
iii. The HTH Solution shall be circulated in the reclaimed water main by
opening the control valve and systematically manipulating blowoffs and
taps at the reclaimed water main extremities. All reclaimed water leaving
the system during this test must be disposed of through either an approved
use or sent to the sanitary sewer. The HTH solution must be pumped in at
a constant rate for each discharge rate so a uniform concentration will be
produced in reclaimed water mains.
iv. HTH solution shall remain in reclaimed water mains for no less than 24
hours or as directed by the Town of Holly Springs' Inspector.
v. Extreme care shall be exercised at all times to prevent the HTH solution
from entering existing reclaimed water mains.
3. Bacteriological Sampling
a) Free residual chlorine after 24 hours shall be at least 10 ppm or the Town of
Holly Springs' Inspector will require that the lines be re -chlorinated.
b) Flushing of reclaimed water mains may proceed after 24 hours, provided the
free residual chlorine analysis is satisfactory. Reclaimed water leaving the
system because of line flushing must be returned to a sanitary sewer. Flushing
shall be continued until an orthotolidine check (or other method approved by
the Town of Holly Springs) shows that the reclaimed water mains contain only
the normal chlorine residual. Samples for bacteriological analysis shall be
collected by the Town of Holly Springs' Inspector 24 hours after flushing is
completed. The Contractor shall furnish the sample bottles, the testing agency
and such help as may be required to secure these samples. The Contractor shall
also submit the test results to the Town of Holly Springs' Development
Inspector.
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c) If test results are unsatisfactory, the Contractor shall immediately rechlorinate
reclaimed water mains and proceed with such measures as are necessary to
properly sterilize those reclaimed water mains.
d) The new reclaimed water system shall be valved off from the existing reclaimed
water system until a satisfactory bacteriological sample has been obtained and
the Town of Holly Springs' Inspector has authorized the use of the new
reclaimed water system.
C. INSPECTIONS
Approved plans and permit must be issued and available on -site before any
inspections are performed.
2. Underground Inspections — before work is covered up/back filled:
a) Inspection of main line tap and piping to meter box;
b) Inspection of underground piping from meter box through irrigation
system from meter to end of system to insure compliance with approved plan
and standards;
3. Final Inspection
a) Includes inspection of the location of all heads, type of heads, spacing of heads
and throw pattern of each head and correct pressure;
b) Testing the system to ensure compliance with approved plans and Town of
Holly Springs Ordinance;
4. A map of the approved valve and head layout shall be provided by the Contractor
to the property owner and a copy placed near or with the timer.
All zones shall be clearly labeled in the timer cabinet.
6. Responsible entity shall be listed on inner door of timer (for emergency contact
purposes).
7. Verification of required setbacks (reclaimed water).
D. CROSS CONNECTION CONTROL
1. Backflow prevention on potable water services serving any property that is also
served with reclaimed water is required in accordance with the Federal Safe
Drinking Water Act. At all locations where reclaimed water service is provided, the
public potable water supply shall be protected by installation of an approved
backflow prevention device.
2015 ED&CS 11-20 Supp # 9 Dec. 2023

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
a. For Residential Properties: prior to receiving reclaimed water service, a dual
check valve shall be installed on each residential customer's potable water
meter in order to protect the potable water system. A Reduced Pressure
Principal (RPZ) type backflow prevention device downstream of the potable
water meter is not required when the only reclaimed water use is landscape
irrigation.
b. For Multi -family complexes and commercial properties: master -metered
potable water service and master -metered reclaimed water service shall be
required to install a Reduced Pressure Principal (RPZ) type backflow
prevention device downstream of the master potable water meter.
11.06 REPAIR OF RECLAIMED WATER SYSTEM
Reclaimed water that leaves the system due to a leak or break in the system must be
reported and handled as if it were a wastewater spill.
A. Reclaimed Water Main Line Repairs
1. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired
by use of a bell joint leak repair clamp as manufactured by Rockwell, or other
approved equal.
2. Line Breaks or Punctures shall be repaired by a full circle repair clamp as
manufactured by Rockwell, Mueller, or other approved material.
3. Line Splits or Blow Outs shall be repaired by replacing the damaged section
with ductile iron pipe with a cast iron coupling at each end. The following cast
pipe couplings shall be used for each pipe material indicated:
a) Ductile Iron Pipe - Rockwell 431 cast coupling or other approved equal.
b) PVC Pipe — Rockwell 411 cast coupling or other approved equal.
B. Reclaimed Water Service Line Repairs
1. A reclaimed water service line severed between the reclaimed water main and the
reclaimed water meter shall be repaired using new type K copper tubing and bronze or
brass 3-piece flared unions.
2. A corporation stop pulled out of a reclaimed PVC pipe water main shall have a new
service saddle and a new corporation stop installed on the reclaimed water main.
3. A corporation stop pulled out of a ductile iron pipe shall have a full circle repair
clamp placed over the old tap hole. A new tap shall be made and a new corporation
stop installed on the reclaimed water main.
2015 ED&CS 11-21 Supp # 9 Dec. 2023

DocuSign Envelope ID: 5A63DB29-F694-436F-8932-950E1917959C
END OF SECTION 11.00
2015 ED&CS 11-22 Supp # 9 Dec. 2023

DocuSign
Certificate Of Completion
Envelope Id: 5A63DB29F694436F893295OE1917959C Status: Completed
Subject: Complete with DocuSign: 42196 Goodwin Yield N. Ph 1 and 2 Reclaim Permit application.doc, 20221...
Source Envelope:
Document Pages: 50 Signatures: 4 Envelope Originator:
Certificate Pages: 5 Initials: 5 Emily Koncz
AutoNav: Enabled PO Box 8
Envelopeld Stamping: Enabled Holly Springs, NC 27540
Time Zone: (UTC-05:00) Eastern Time (US & Canada) [e-mail]
IP Address: 76.218.234.175
Record Tracking
Status: Original
4/26/2024 10:26:02 AM
Signer Events
Rachel Jones
[e-mail]
Utility Engineer
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Accepted: 5/17/2021 2:39:29 PM
ID:126bfa6d-c99c-4b40-be28-00aa263b860b
Company Name: Town of Holly Springs
Brandon McLamb
[e-mail]
Senior Project Manager
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Accepted: 5/6/2024 3:54:46 PM
ID: a2edcaba-36ce-4059-9f23-41b150a976d1
Company Name: Town of Holly Springs
Catherine Jacobs
[e-mail]
Engineering Manager
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Accepted: 5/6/2024 4:10:38 PM
ID:ed407e2l-a46a-4180-b3dc-8b645f8a5a7f
Company Name: Town of Holly Springs
Kendra Parrish
[e-mail]
Director of Utilities & Infrastructure
Holly Springs
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Holder: Emily Koncz
[e-mail]
Signature
lrT,-,s
Signature Adoption: Pre -selected Style
Using IPAddress: 64.98.121.61
�"by:
[DocuSigned
VcUn a oln 1tiL4awt�
74A5854E14484EF...
Signature Adoption: Pre -selected Style
Using IPAddress: 104.15.28.241
EDS
Signature Adoption: Pre -selected Style
Using IPAddress: 204.84.166.2
EDo,uS!gn,d by:
4A3MEI�25C87C4AE .
Signature Adoption: Pre -selected Style
Using IPAddress: 76.38.84.134
Signed using mobile
Location: DocuSign
Timestamp
Sent: 4/26/2024 10:50:52 AM
Resent: 4/29/2024 12:05:16 PM
Resent: 5/1/2024 9:19:57 AM
Viewed: 5/3/2024 9:36:26 AM
Signed: 5/3/2024 9:38:35 AM
Sent: 5/3/2024 9:38:38 AM
Resent: 5/6/2024 8:03:18 AM
Viewed: 5/6/2024 3:54:09 PM
Signed: 5/6/2024 3:54:24 PM
Sent: 5/6/2024 3:54:28 PM
Viewed: 5/6/2024 4:09:32 PM
Signed: 5/6/2024 4:10:19 PM
Sent: 5/6/2024 4:10:23 PM
Viewed: 5/6/2024 4:10:53 PM
Signed: 5/6/2024 4:50:43 PM

Signer Events
Signature
Timestamp
Accepted: 5/6/2024 4:50:30 PM
ID: efcf34b4-f68c-42da-b7c1-0565cff95e99
Company Name: Town of Holly Springs
In Person Signer Events
Signature
Timestamp
Editor Delivery Events
Status
Timestamp
Agent Delivery Events
Status
Timestamp
Intermediary Delivery Events
Status
Timestamp
Certified Delivery Events
Status
Timestamp
Carbon Copy Events
Status
Timestamp
Witness Events
Signature
Timestamp
Notary Events
Signature
Timestamp
Envelope Summary Events
Status
Timestamps
Envelope Sent
Hashed/Encrypted
4/26/2024 10:50:52 AM
Envelope Updated
Security Checked
4/29/2024 12:04:59 PM
Envelope Updated
Security Checked
4/29/2024 12:04:59 PM
Certified Delivered
Security Checked
5/6/2024 4:10:53 PM
Signing Complete
Security Checked
5/6/2024 4:50:43 PM
Completed
Security Checked
5/6/2024 4:50:43 PM
Payment Events
Status
Timestamps
Electronic Record and Signature Disclosure

Electronic Record and Signature Disclosure created on: 11/12/2020 9:42:57 PM
Parties agreed to: Rachel Jones, Brandon McLamb, Catherine Jacobs, Kendra Parrish
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Town of Holly Springs.

Crescent Communities. LLC
NCDEQDWR NCDEQ - DIV. OF WATER RESOUR.
` DATE INVOICE NO DESCRIPTION .
- INVOICEAMOUNT
-' DEDUCTION
"BALANCE
4-25-24 PRUP202303377 Yield North
.00
600.00
CHECK 5-01-24
CHECK
33807
I
TOTAL>
.00
600.00
DATE
NUMBER
Crescent Communities, LLC
601 South Tryon Street, Suite 800
980-321-6090
Charlotte NC 28202
PLEASE DETACH AND RETAIN FOR YOUR RECORDS
hundred dollars and no cents
PAY NCDEQ - DIV. OF WATER RESOUR.
TO ATTN: NON -DISCHARGE BRANCH
THE 1617 MAIL SERVICE CENTER
ORDER RALEIGH, NC 27699-1617
OF
uc nu,�vrx unsasamwsreocr�i vum+i��i�. veoruaw
JPMorgan Chase Bank, N.A. 33807
Dallas, TX
DATE 05/01/2024
Timberscan Copy
** VOID * VOID * VOID *"
**** NOT NEGOTIABLE ****
$ ****600.00

CONSTRUCTION DRAWINGS:
GOODWIN (YIELD NORTH
INFRASTRUCTURE PHASE I & II
HOLLY SPRINGS, NORTH CAROLINA
PROJECT NUMBER: 22-MAS-03/PLDMP202200241
PRELIMINARY PLAN APPROVAL DATE: JANUARY 17TH, 2023
UTILITY / MUNICIPALITY CONTACTS:
A. TOWN OF HOLLY SPRINGS
DEVELOPMENT SERVICES DEPARTMENT
128 SOUTH MAIN STREET
HOLLY SPRINGS, NC 27540
[phone]
CONTACT: SEAN RYAN
B. BURIED CABLE LOCATION
NC 811
C. DUKE ENERGY
[phone]
TOTAL LENGTHS (LF)
WATER
12" DUCTILE IRON:
2,566'
16" DUCTILE IRON:
3,137'
RECLAIMED WATER
6" PURPLE PVC:
2,581'
6" DUCTILE IRON:
60,
12" PURPLE PVC:
1,566'
GRAVITY SEWER
8" DUCTILE IRON:
950'
8" PVC:
1,371'
OFFSITE GRAVITY SEWER (FRIENDSHIP ROAD)
8" DUCTILE IRON
400'
8" PVC
2,988'
STREET
5, 360'
SIDEWALK
7,204'
BUFFER
12,716'
SITE DATA TABLE
PINS:
0730145033, 0730131203,
0730124768
SITE AREA:
83.47 ACRES
ZONING:
BRT CU-83.47 ACRES (100%)
RIVER BASIN:
CAPE FEAR
MIN LOT WIDTH/FRONTAGE
BRT CU-100'
MAXIMUM BUILDING HEIGHT:
BRT CU-100'
MINIMUM BUILDING HEIGHT:
BRT CU-25'
PROVIDED BUILDING SETBACK:
MINIMUM - 10',MAXIMUM - 30'
MINIMUM YARDS:
DISTRICT
TYPE A: 5'; TYPE B: 10';
TYPE C: 50';
ACCESS BUFFER: 25'
MIN. NUMBER OF LOTS IN EACH
POD:
1
MAX. NUMBER OF LOTS IN EACH
POD:
5
MIN. NUMBER OF LOTS FOR
OVERALL SITE:
1
MAX. NUMBER OF LOTS FOR
OVERALL SITE:
30
MIN. LOT FRONTAGE
100,
EXISTING PARCELS
ACREAG
EXISTING
PIN
OWNER
E
ZONING
ALFRED KENT GOODWIN &
0730145033
6.01 AC
BRT CU
SANDRA GAIL GOODWIN
ALFRED KENT GOODWIN &
0730131203
7.14 AC
BRT CU
SANDRA GAIL GOODWIN
70AC2
0730124768
D.C. GOODWIN FARM
BRT CU
SURVEY BENCHMARKS:
THE TWO BENCHMARKS UTILIZED ARE
GPS 20 & GPS 21; CAPPED $" REBAR
WITH THE NCGS MONUMENT IDENTIFIED
AS "H 218".
1. GPS 20:
N: 703700.72
E: 2030739.46
2. GPS 21:
N:703831.56
E: 2030736.64
CONSULTANT CONTACTS:
OWNER
CRESCENT COMMUNITIES,
YIELD NORTH LLC
CONTACT: CHASE KERLEY
601 S. TRYON ST, SUITE 800
CHARLOTTE, NC 28202
PHONE: [phone]
DEVELOPER/APPLICANT
CRESCENT COMMUNITIES
CONTACT: CHASE KERLEY
601 S. TRYON ST, SUITE 800
CHARLOTTE, NC 28202
PHONE: [phone]
SITE ENGINEER/ LANDSCAPE
ARCHITECT
TIMMONS GROUP
CONTACT: BLAKE HALL
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
VICINITY MAP
GENERAL NOTES:
1. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. DEVELOPMENT
FEES (ACREAGE, FEE -IN -LIEU OF ASSESSMENT AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE
APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
2. THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TENANT MIX AT THE TIME OF THE
SUBMITTAL. THE ESTIMATED FLOWS WILL BE UPDATED WITH EACH DEVELOPMENT PLAN SUBMITTAL.
3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS.
4. THE MONUMENT CONTROL POINTS FOR THIS PROJECT IS: TOWN OF HOLLY SPRINGS GEODETIC MONUMENT
"ALFORD 33" PUBLISHED COORDINATES N= 693,650.75'E= 2,041,575.85'ELEV.= 377.10'.
THE TOWN OF HOLLY SPRINGS HAS INSTALLED A LOCAL GEODETIC MONUMENTATION GRID, TIED TO NAD83,
WITHIN AND SURROUNDING THE TOWN LIMITS. ALL SURVEYED INFORMATION (WHEN ANY PORTION OF THE
PROJECT IN DESIGN IS WITHIN 2000 FEET OF THE TOWN'S GEODETIC MONUMENT) SHALL REFERENCE THE
NEAREST MONUMENT AND SHALL BE CLEARLY NOTED ON THE FIRST SHEET OF, BOTH CONSTRUCTION
PLANS, AND AS-BUILTS SUBMITTED TO THE TOWN.
5. IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BE PROTECTED OR IF RELOCATION IS
NEEDED IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.
6. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS.
7. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN.
DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
SANITARY SEWER FLOW ESTIMATION
PEAK SEWER FLOW:
PHASE I (A, C, & G): 23.99 AC @ 3.24 GPM/AC = 77.72 GPM
PHASE II (B & D): 29.03 AC @ 3.24 GPM/AC = 94.06 GPM
PHASE III (E & F): 23.28 AC @ 3.24 GPM/AC = 75.42 GPM
RUNNING TOTAL PEAK SEWER FLOW:
77.74 GPM + 94.06 GPM + 75.42 GPM = 247.20 GPM
Sheet List Table
Sheet
Number
Sheet Title
C0.0
COVER SHEET
C1.0
EXISTING CONDITIONS & DEMOLITION PLAN
C2.0
EROSION CONTROL PHASE I
C2.1
EROSION CONTROL PHASE II
C3.0
OVERALL SITE PLAN
C3.1
SITE PLAN
C3.2
SITE PLAN
C4.0
OVERALL UTILITY PLAN
C4.1A
WATER MAIN PROFILES
C4.2A
WATER MAIN PROFILES
C4.3A
WATER MAIN PROFILES
C4.4A
WATER MAIN PROFILES
C4.5A
WATER MAIN PROFILES
C4.6A
WATER MAIN PROFILES
C4.7A
WATER MAIN PROFILES
C4.213
RECLAIMED WATERLINE PROFILES
C4.313
RECLAIMED WATERLINE PROFILES
C4.413
RECLAIMED WATERLINE PROFILES
C4.513
RECLAIMED WATERLINE PROFILES
C4.613
RECLAIMED WATERLINE PROFILES
C4.713
RECLAIMED WATERLINE PROFILES
C4.4C
SANITARY SEWER PLAN AND PROFILE
C4.5C
SANITARY SEWER PLAN AND PROFILE
C4.6C
SANITARY SEWER PLAN AND PROFILE
C4.7C
SANITARY SEWER PLAN AND PROFILE
C4.8C
SANITARY SEWER PLAN AND PROFILE
C4.9C
SANITARY SEWER PLAN AND PROFILE
C4.10C
SANITARY SEWER PLAN AND PROFILE
C5.0
OVERALL GRADING PLAN
C5.1
GRADING & DRAINAGE PLAN
C5.2
STORMWATER DRAINAGE PLAN
C5.3
STORMWATER PROFILES - SCM A
C5.4
STORMWATER PROFILES - SCM A
C5.5
STORMWATER PROFILES - SCM A
C5.6
STORMWATER PROFILES - SCM A
C5.7
STORMWATER PROFILES - SCM A
C5.8
STORMWATER PROFILES - SCM A
C5.9
STORMWATER PROFILES - SCM A
C5.10
STORMWATER PROFILES - SCM A
C5.11
STORMWATER PROFILES - SCM B
C5.12
STORM STRUCTURE AND PIPE TABLES
C5.13
STORM STRUCTURE AND PIPE TABLES
C5.14
DRAINAGE AREA MAP
C5.15
SCM DETAILS - POND A
C5.16
SCM DETAILS - POND B
C5.17
SCM DETAILS
C5.18
STORMWATER COMPLIANCE PLAN
C6.0
OVERALL ROADWAY LAYOUT
C6.1
ROADWAY PLAN & PROFILES
C6.2
ROADWAY PLAN & PROFILES
C6.3
ROADWAY PLAN & PROFILES
C6.4
ROADWAY PLAN & PROFILES
C6.5
ROADWAY PLAN & PROFILES
C6.6
CROSS SECTIONS STA. 113+77.80 TO 108+27.80
C6.7
CROSS SECTIONS STA. 107+77.80 TO 102+27.80
C6.8
CROSS SECTIONS STA. 101+77.80 TO 100+27.80
C6.9
CROSS SECTIONS STA. 100+00 TO 103+50
C6.10
CROSS SECTIONS STA. 100+00 TO 105+50
C6.11
CROSS SECTIONS STA. 106+00 TO 106+50
C7.0
NOTES & DETAILS
C7.1
NOTES & DETAILS
C7.2
NOTES & DETAILS
C7.3
NOTES & DETAILS
C7.4
NOTES & DETAILS
1-1.0
TREE PRESERVATION PLAN
L2.0
OVERALL LANDSCAPE PLAN
L2.1
LANDSCAPE NOTES & DETAILS
E1.0
LIGHTING PLAN
R1.00
COVER SHEET
R2.00
GENERAL NOTES, DETAILS &
CONVENTIONAL SYMBOLS
R2.01
TYPICAL SECTIONS
R3.00
EXISTING CONDITIONS & PLAN &
STRIPING/SIGNAGE SHEET
R3.01
GRADING & PROFILE SHEET
R4.00
EXISTING CONDITIONS & PLAN &
STRIPING/SIGNAGE SHEET
R4.01
GRADING & PROFILE SHEET
R5.00
EXISTING CONDITIONS & PLAN &
STRIPING/SIGNAGE SHEET
R5.01
GRADING & PROFILE SHEET
R7.01
ENTRANCE PROFILES
R9.01-
R9.02
TRAFFIC CONTROL PLANS
R10.01-
R10.13
CROSS SECTIONS
CERTIFICATION BLOCK:
I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, THE LATEST EDITION
OF THE ENGINEERING DESIGN & CONSTRUCTION STANDARDS OF THE TOWN OF
HOLLY SPRINGS & OTHER APPLICABLE TOWN ORDINANCES & POLICIES. THE
ENGINEER WHOSE SEAL & SIGNATURE APPEAR BELOW CERTIFIES THE TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN
THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
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DATE
0511912023
D RAW N BY
T. MORRISO/V
DESIGNED BY
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CHECKED BY
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SCALE
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REMOVE EX DRIVE
AND BUILDING
/' --�-�� .. '•• 5 /_'-�.�/1. 11'1, )1\I )Y/.4/1,/ ''B / 'I 1' ••• �+� ��. i5<7�i>�%�lu.%•i�iiill�iili`�I/'iililli lli� •\ .
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60' PRIVATE
EASEMENT
(t- r'r-4^ir
1
EX WETLAND
ADJACENT PARCELS
NUMBER
PIN
OWNER
ACREAGE
ZONING
DEED BOOK
()
0720904923
LANDCO LLC, CMP
205.15
BRT
DB-019010 PG-02625
MANAGEMENT LLC
2O
0730034435
TARRENCE, JAR ES EDWARD
3.96
RR
DB-016707 PG-01850
ANDREAS, MICHAEL T
3O
0730038536
ANDREAS, LYNN B
4.00
RR
DB-014179 PG-00361
®
0730043464
HASTINGS, JEFFREY GOODWIN
12.54
RR
DB-014587 PG-01572
TRUSTEE FBO BOBBY STEELE
5O
0730143907
OLIVE, BENTLEY J OLIVE,
16.33
RR
DB-016236 PG-02557
LEANNE C
©
0730251576
FORNESS, WILLIAM FORNESS,
0.24
RR
DB-017237 PG-02042
NOELLE
EX WETLAND
% 30' CAPE FEAR STREAM BUFFER
1! ,
T 30' CAPE FEAR STREAM BUFFER
EX WETLAND =�
EX STREAM
SCALE 1 "=300'
0 360' 600'
co
co
0
Q
z
/
/
\ 1
1\
--------------------
A
O
8
O7
0730252479
MOORE, GREGORY O MOORE,
0.80
RR
DB-014979 PG-00128
JENNIFER C
®
0730534863
LENNAR CAROLINAS LLC
229.19
RR
DB-017612 PG-01928
90
0730330409
WAKE COUNTY
70.94
RR
DB-018637 PG-02625
POE, WILLIAM DOUGLAS POE,
10
0730217472
111.41
RR
DB-009235 PG-00530
DARYL POE
11
0730118503
MILLS, STEPHEN V MILLS,
10.20
RR
DB-003052 PG-00758
NANCY O
12
0730110581
BELL, RONALD T
11.29
RR
DB-003809 PG-00474
1\\
DEMOLITION
LEGEND
REMOVE
XREMOVE
- -
LIMITS OF WORK
PHASE I
BOUNDARY LINE
DEMOLITION NOTES:
1. NOTIFY OWNER AND ARCHITECT IMMEDIATELY OF UTILITY
SERVICE INTERRUPTIONS TO NEIGHBORING PROPERTIES.
2. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE
EXISTING CONDITIONS PLANS SHALL BE REMOVED OR
RELOCATED PER THE OWNER, ARCHITECT AND UTILITY
PROVIDERS DIRECTION.
3. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED
TO BE DEMOLISHED SHALL ONLY PROCEED AFTER ALL TREE
PROTECTION FENCE AND PERIMETER EROSION AND SEDIMENT
CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED
PER THE EROSION CONTROL PLAN. INSTALL ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY
TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE
SITE.
4. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN A LEGAL MANOR.
5. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE AND
COUNTY STANDARDS.
6. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION
DEBRIS ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
7. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND
OPERATIONAL DURING ALL PHASES OF CONSTRUCTION
SURVEY NOTES:
1. BOUNDARY SURVEY PREPARED FOR GOODWIN FARM LLC.
2. PORTIONS OF THIS PROPERTY LIE IN ZONE AE, A SPECIAL FLOOD HAZARD AREA. PER
FIRM #3720073000K. PANEL 0730, EFFECTIVE DATE JULY 19, 2022.
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS DETERMINED BY
GPS. ALL DISTANCES SHOWN ARE GROUND DISTANCES.
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. OTHER
EASEMENTS MAY EXIST ON THIS SITE.
5. EASEMENTS AND RIGHTS -OF -WAYS SHOWN ARE PER DEEDS AND PLATS OF RECORD.
6. NOT ALL IMPROVEMENTS HAVE BEEN SHOWN.
GENERAL NOTES:
1. THE SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN AND IS SUBJECT TO THE
BUFFER PROVISIONS OF SECTION 7.06 0.4(E)(3) OF THE HOLLY SPRINGS UNIFIED
DEVELOPMENT ORDINANCE.
2. NO FEMA IDENTIFIED FLOODWAYS AND/OR 100-YEAR FLOOD PLAINS ARE PRESENT ON
SITE.
3. THE SITE IS NOT WITHIN A WATERSHED PROTECTION AREA.
4. ADJACENT PROPERTY INFORMATION FROM WAKE COUNTY GIS.
5. ZONING DESIGNATIONS FROM HOLLY SPRINGS ZONING MAP AND FROM WAKE COUNTY
GIS.
6. CONTRACTOR RESPONSIBLE FOR ALL DEMOLITION REQUIRED WITHIN THE LIMITS OF
WORK SHOWN.
LEGEND
IPF - IRON PIPE FOUND
OD
MH DRAINAGE
® SPRINKLER BOX
O IRF - IRON ROD FOUND
D8t1 SPRINKLER HEAD
• CP -COMPUTED BOUNDARY POINT
OO
MH SANITARY
61 CP - COMPUTED EASEMENT POINT
OE
MH ELECTRIC
® SPRINKLER VALVE
0 CMF - CONCRETE MONUMENT
0 GAS TEST LOCATION
Q MNF - MA NAIL FOUND
O
MH TELEPHONE
GAS METER
RSF - RAILROAD SPIKE FOUND
©
MH WATER
v GAS VALVE
O CSF -COTTON SPINDLE FOUND
ELECTRIC BOX
FLAG POLE
BFP BACKFLOW PREVENTER
❑T
TELEPHONE PEDESTAL
VW WATER VAULT
©
CABLE TV PEDESTAL
TREE
VT TELEPHONE VAULT
BOLLARD
TC TRAFFIC CONTROL BOX
SIGN
VP POWER VAULT
O
ELECTRIC METER
BOREHOLE
VU UTILITY VAULT
WATER METER
® AC UNIT
O WF - WETLAND FLAG
®
MAILBOX
RCP - REINFORCED CONCRETE PIPE
WATER VALVE
CMP - CORRUGATED METAL PIPE
® CLEAN OUT
VCP - VITRIFIED CLAY PIPE
FIRE HYDRANT
DIP -DUCTILE IRON PIPE
POWER POLE
< GUY
HDPE - HIGH DENSITYPOLYETHYLENE PIPE
0 WELL
FES - FLARED END SECTION
LIGHT POLE
MKF - FIBER OPTIC MARKER
(a MONITORING WELL
MKG - GAS MARKER
YARD LIGHT
TVP - TELEVISION PEDESTAL
GROUND LAMP
O
SIGP - SIGNAL POLE
ROOF DRAIN
HVAC - HEATING, VENTILATION AND AIR CONDITIONING
(D-+ WATER SPIGOT
LSA -LANDSCAPED AREA --------------------------
DEED LINE
R / W - RIGHT-OF-WAY
- -
- LINE NOT SURVEYED
P/L- PROPERTY LINE
C/L-CENTERLINE
-
-STORMLINE
NTS - NOT TO SCALE
SANITARYLINE
GV- GAS VALVE
CB - CATCH BASIN ------
----------------FENCE
GI -GRATE INLETOVERHEAD
Yl - YARD INLET
POWER LINE
Cl - CURB INLET -__ _____ _____
_____
_____ _____ _____ __-PAINTED
GAS LINE
EP - EDGE OF PAVING
TBC - TOP BACK OF CURB
POWER LINE
CCR - CHATHAM COUNTY
RECORD rM_____.
_____„
_____„ ____PAINTED
STORM LINE
WCR -WAKE COUNTY
--PAINTED
TELEPHONE LINE
RECORDS
DB - DEED BOOK---w-----w-----w-----w-----w-----w---PAINTED
WATERLINE
PB - PLAT BOOK
PG - PAGE
EDGE OF TREELINE
SF - SQUARE FEET
O t ssT s �o
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DATE
0511912023
D RAW N BY
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DESIGNED BY
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CHECKED BY
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SITE DATA TABLE
PINS:
0730145033,0730131203,
0730124768
SITE AREA:
83.47 ACRES
ZONING:
BRT CU-83.47 ACRES (100%)
RIVER BASIN:
CAPE FEAR
MIN LOT WIDTH/FRONTAGE
BRT CU-100'
MAXIMUM BUILDING HEIGHT:
BRT CU-100'
MINIMUM BUILDING HEIGHT:
BRT CU-25'
PROVIDED BUILDING SETBACK:
MINIMUM - 10', MAXIMUM - 30'
MINIMUM YARDS:
DISTRICT
TYPE A: 5'; TYPE B: 10'; TYPE C: 50';
ACCESS BUFFER: 25'
MIN. NUMBER OF LOTS IN EACH POD:
1
MAX. NUMBER OF LOTS IN EACH POD:
5
MIN. NUMBER OF LOTS FOR OVERALL SITE:
1
MAX. NUMBER OF LOTS FOR OVERALL SITE:
30
MIN. LOT FRONTAGE
100,
SHEET REFERENCES
TYPICAL SECTIONS R2.01
ROADWAY PLAN & STRIPING R3.00, R4.00, &
SHEET R5.00
GRADING & PROFILE SHEET R3.01 R4.01 &
R5.01
ENTRANCE PROFILES R7.01
CROSS SECTIONS R10.01 - R10.13
PARCEL INFORMATION
ANDREAS, MICHAEL T
ANDREAS L YNN B
0730038536
DB 014179 PG 00361
AREA = 4.00 AC
/
/
/
/
/
PARCEL INFORMATION
LANDO LLC,
CMP MANAGEMENT LLC
PIN: 0720904923
DB 019010 PG 02625
AREA = 205.15 AC
MIN. 30'
SETBACK
MIN. 30'
SETBACK
/ 'c"
MIN. 30'
SETBACK
2 LANE NON RESIDENTIAL COLLECTOR /
MIN. 5'
SETBACK
/
/
/
/
/
/
/
/
/
/
- R -
MIN. 30' TB K
30' CAPE FEAR STREAM BUFFER
EX STREAM
EX. WETLAND (TYP)
MI . 30'
SE If
1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE TOWN OF HOLLY
SPRINGS AND OSHA STANDARDS.
2. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM
THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE
BEEN RECYCLED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION
AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
5. CURB RADII ARE DIMENSIONED FROM FACE OF CURB OR EDGE OF PAVEMENT.
6. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID OR PAVED WITH
ASPHALT SUCH THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE
OF THE NEW ASPHALT.
7. THIS PROJECT IS LOCATED IN THE TRIASSIC BASIN SO ROADWAYS MUST BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 3.02 J OF THE ENGINEERING
DESIGN AND CONSTRUCTION STANDARDS.
FOR WORK WITHIN THE NCDOT RIGHT OF WAY:
8. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
9. ALL PAVEMENT MARKINGS SHALL BE PERFORMED BY A NCDOT APPROVED
CONTRACTOR.
10. THIS PROJECT IS SUBJECT TO SUPERPAVE MIX REQUIREMENTS AND FILL
IMPLEMENTATION OF THE QMS (QUALITY MANAGEMENT SYSTEM)
SPECIFICATIONS FOR ALL ASPHALT PAVEMENTS.
11. THE CONTRACTOR MUST NOTIFY NCDOT 48 HOURS IN ADVANCE PRIOR TO
BEGINNING WORK.
12. BOARDWALKS ARE REQUIRED TO OBTAIN A BUILDING PERMIT.
GENERAL SIGNAGE AND STRIPING NOTES
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE
MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND AMENDMENTS AND
SUPPLEMENTS THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY
STANDARDS.
C. THE 2003 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO
AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS
AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE.
3. PROVIDE ALL SIGNS, SIGN POSTS AND PAVEMENT MARKINGS.
4. ALL PAVEMENT MARKINGS WITHIN THE NCDOT PUBLIC RIGHT OF WAY
SHALL BE 0.125 MIL THERMOPLASTIC.
5. REFER TO STREET SIGN TOWN STANDARD DETAIL, HS 361 FOR POLE
STYLE AND COLOR
REFER TO GOODWIN PUMP
STATION FOR SITE PLAN
DEVELOPMENT AND
INFORMATION
PARCEL INFORMATION
WAKE COUNTY
PIN: 0730330409
DB 018637 PG 02625
AREA = 70.94 AC
PARCEL INFORMATION
POE, WILLIAM DOUGLAS POE,
DARYL POE
PIN: 0730217472
DB 009235 PG 00530
AREA = 111.41 AC
HATCHING LEGEND
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
STONE -MECHANICAL YARD
STAMPED CONCRETE
®
DECORATIVE CONCRETE PAVING
GRASS MEDIAN
LEGEND
PHASE I BOUNDARY LINE
PHASE II BOUNDARY LINE
1.
M
M
0
z
MIN. 30'
SETBACK SCALE 1 "=150'
0 150' 300'
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DATE
0511912023
D RAW N BY
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DESIGNED BY
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CHECKED BY
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SCALE
AS SHOWN
30B NO.
54318
SHEET NO.
C3.0
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GENERAL SIGNAGE AND STRIPING NOTES
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE
MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND AMENDMENTS AND
SUPPLEMENTS THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. —UCATV't/�
B. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY — --UCATV — — — 20' MEDIAN W/ 1.S-C&G
STANDARDS. -
C. THE 2003 INTERNATIONAL FIRE CODE. _ - - -
2. SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO
AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS
AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE.
R-7zW r WR/ - R fW-
TV UCATV U�ATV — UCATV —UCATV UCATV —
UCAT
LL
- '_ _ _ �2 - - - _ _
•6 12' - -
wig
115' ROW WOODS CREEK RD
3. PROVIDE ALL SIGNS, SIGN POSTS AND PAVEMENT MARKINGS. _ -` ----- - --_
4. ALL PAVEMENT MARKINGS WITHIN THE NCDOT PUBLIC RIGHT OF WAY
SHALL BE 0.125 MIL THERMOPLASTIC.
77
5. REFER TO STREET SIGN TOWN STANDARD DETAIL, HS 361 FOR POLE
STYLE AND COLOR _
100' TAPER LENGTH FOR
DESIGN SPEED OF 50
MPH
150' MINIMUM
POD A DECELERATION
9.36 AC LENGTH
60' FIRE
\ TRUCK -
\ TURNAROUND
Aygs�2 \
15' LANE WI
\ SIGHT TRIANGLE
POD B \ 15'X305'
7.76 AC \
\59' PUBLIC R/W
o
�'LjNc
C3?
POD E
16± ACRES
UCATV UCATV UCATV —
---------------- ► 12' / -------------------
- - _ 3------------------
7 12' ► ---- _ - - ------
R40' R40' R40'
� III IIIIIII
R40 100' STORAGE
LENGTH
L5' UTILITY STRIP A �
10' SIDEPATH
EAST BOUND RIGHT TURN LANE
WITH 200' OF STORAGE AND �'� T
EX WETLAND (TYP.)
APPROPRIATE TAPER LENGTH
5' SIDEWALK (TYP.)
PER NCDOT
R30' { .
SIGHT TRIANGLE r .
15'X305' i �� �� EX STREAM
29 r � �i :. .:. ,• I
R1800 T I
150' MINIMUM : {,
DECELERATION F : � : I 100,
LENGTH R30' a1
TAPER _
LENGTH
i
i
30' CAPE FEAR STREAM
: BUFFER
SIGHT TRIANGLE I
15'X305' —
j
�1
' R40' ,�.....
i : $5' B . R30' R30"
R47100' i - ---
L R40' �O
�:• 5' SIDEWALK (TYP.)
f..
� 123'
5' UTI I � 5 UTILITY S R /
L T�'gSTRIP � 5 UTILITY STRIP
N �& SIDEWALK \ /
/ 35' BOC-BOC
15' SCM MAINTENANCE &
5' SIDEWALK (TYP.) � � � ::; � �
ACCESS EASEMENT W
POD C
12.61 /
REFER TO GOODWIN PUMP
STATION FOR SITE PLAN
DEVELOPMENT AND
INFORMATION
HATCHING LEGEND
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
STONE -MECHANICAL YARD
STAMPED CONCRETE
® DECORATIVE CONCRETE PAVING
EX STREAM
GRASS MEDIAN
z SCM MAINTENANCE & SCM B
' s
ACCESS EASEMENT
MIN. 30' SETBACK
f
RETAINING WALL -�
LENGTH = ±193 LF
\� \ 50 TYPE C PERIMETER BUFFER
LEGEND
PHASE I BOUNDARY LINE
PHASE II BOUNDARY LINE
MAXIMUM HEIGHT = ±8.50' GENERAL NU I Eb
x r / 1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE TOWN OF HOLLY
i \
SPRINGS AND OSHA STANDARDS.
'3 f :� 30,: SCM A
r,♦♦� _ / 80' THROAT /
♦ DISTANCE FOR
TURN AROUND (SEE
C7.0 FOR DETAIL)
EX WETLAND (TYP)
I
:
. I I
i f
SIGHT TRIANGLE
15'X305' r
f. .
/
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15'X305'
/ 30 CAPE FEAR STREAM
BUFFER
POD D
7.28 AC
5' SIDEWALK (TYP.)
30' CAPE FEAR
STREAM BUFFER
2. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM
THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE
BEEN RECYCLED.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
4.
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION
AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
10' MIN. MAINTENANCE
5.
CURB RADII ARE DIMENSIONED FROM FACE OF CURB OR EDGE OF PAVEMENT.
& ACCESS EASEMENT
6.
RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID OR PAVED WITH
ASPHALT SUCH THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE
OF THE NEW ASPHALT.
7.
THIS PROJECT IS LOCATED IN THE TRIASSIC BASIN SO ROADWAYS MUST BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 3.02 J OF THE ENGINEERING
DESIGN AND CONSTRUCTION STANDARDS.
FOR WORK WITHIN THE NCDOT RIGHT OF WAY:
8.
ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
9.
ALL PAVEMENT MARKINGS SHALL BE PERFORMED BY A NCDOT APPROVED
CONTRACTOR.
10.
THIS PROJECT IS SUBJECT TO SUPERPAVE MIX REQUIREMENTS AND FILL
IMPLEMENTATION OF THE QMS (QUALITY MANAGEMENT SYSTEM)
SPECIFICATIONS FOR ALL ASPHALT PAVEMENTS.
11.
THE CONTRACTOR MUST NOTIFY NCDOT 48 HOURS IN ADVANCE PRIOR TO
BEGINNING WORK.
SCALE 1 "=60'
120'
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POD F
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SCALE 1 "=60'
0 60' 120'
MIN. 30'
SETBACK
REFER TO GOODWIN PUMP
STATION FOR SITE PLAN
DEVELOPMENT AND
INFORMATION
HATCHING LEGEND
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
STONE -MECHANICAL YARD
STAMPED CONCRETE
®
DECORATIVE CONCRETE PAVING
GRASS MEDIAN
I r=rr=nin
PHASE I BOUNDARY LINE
PHASE II BOUNDARY LINE
1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE TOWN OF HOLLY
SPRINGS AND OSHA STANDARDS.
2. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM
THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE
BEEN RECYCLED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION
AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
5. CURB RADII ARE DIMENSIONED FROM FACE OF CURB OR EDGE OF PAVEMENT.
6. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID OR PAVED WITH
ASPHALT SUCH THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE
OF THE NEW ASPHALT.
7. THIS PROJECT IS LOCATED IN THE TRIASSIC BASIN SO ROADWAYS MUST BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 3.02 J OF THE ENGINEERING
DESIGN AND CONSTRUCTION STANDARDS.
FOR WORK WITHIN THE NCDOT RIGHT OF WAY:
8. ALL PAVING SHALL BE PERFORMED BY A NCDOT APPROVED CONTRACTOR.
9. ALL PAVEMENT MARKINGS SHALL BE PERFORMED BY A NCDOT APPROVED
CONTRACTOR.
10. THIS PROJECT IS SUBJECT TO SUPERPAVE MIX REQUIREMENTS AND FILL
IMPLEMENTATION OF THE QMS (QUALITY MANAGEMENT SYSTEM)
SPECIFICATIONS FOR ALL ASPHALT PAVEMENTS.
11. THE CONTRACTOR MUST NOTIFY NCDOT 48 HOURS IN ADVANCE PRIOR TO
BEGINNING WORK.
GENERAL SIGNAGE AND STRIPING NOTES
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE
MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND AMENDMENTS AND
SUPPLEMENTS THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY
STANDARDS.
C. THE 2003 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO
AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS
AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE.
3. PROVIDE ALL SIGNS, SIGN POSTS AND PAVEMENT MARKINGS.
4. ALL PAVEMENT MARKINGS WITHIN THE NCDOT PUBLIC RIGHT OF WAY
SHALL BE 0.125 MIL THERMOPLASTIC.
5. REFER TO STREET SIGN TOWN STANDARD DETAIL, HS 361 FOR POLE
STYLE AND COLOR
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SITE DATA TABLE -
0730145033,0730131203,
PINS: 0730124768
SITE AREA: 83.47 ACRES
ZONING: BRT CU-83.47 ACRES (100%)
RIVER BASIN: CAPE FEAR
MIN LOT WIDTH/FRONTAGE BRT CU-100'
MAXIMUM BUILDING HEIGHT: BRT CU-100'
MINIMUM BUILDING HEIGHT: BRT CU-25'
PROVIDED BUILDING SETBACK: MINIMUM - 10', MAXIMUM - 30'
MINIMUM YARDS: TYPE A: 5'; TYPE B: 10'; TYPE C: 50';
DISTRICT ACCESS BUFFER: 25'
MIN. NUMBER OF LOTS IN EACH POD: 1
MAX. NUMBER OF LOTS IN EACH POD: 5
MIN. NUMBER OF LOTS FOR OVERALL SITE: 1 /
MAX. NUMBER OF LOTS FOR OVERALL SITE: 30
MIN. LOT FRONTAGE 100,
O /
Gv
/
/
P
/ zR
/ m
I
/
/
O
EXISTING 12" ENTERPRISE GAS LINE
II
w
s
I
d
II
O
- - - - - - - - - - - -
`I EX. WETLAND
EX. STREAM
M
M
0
Q
z
u5 CREEK RD
EX. STREAM
30' CAPE FEAR
STREAM BUFFER
SCALE 1 "=300'
0 300' 600'
REFER TO GOODWIN PUMP
STATION FOR SITE PLAN
DEVELOPMENT AND
INFORMATION
SITE LIGHTING:
INTERNAL ROADWAYS MUST BE
LIGHTED PRIOR TO FIRST C.O. AND
THAT ALL ADJACENT ROADWAYS
WILL BE REQUIRED TO BE LIGHTED
PRIOR TO STREET ACCEPTANCE
FOR 1 YEAR WARRANTY.
REFER TO SHEET SERIES C5.0 FOR
SANITARY SHEETS AND PROFILES.
GRAVITY FLOW ANALYSIS: GOODWIN SANITARY SEWER - FRIENDSHIP ROAD
(PROPOSED CONDITIONS) TIMMONS GROUP
l' t c=FS€J+ .ii rEV I I xJ 1"z h=2Jii5-
A B C E F G H I J K L M
SSMH NUMBER
PIPE
SEGMENT
MATERIAL
PROPOSED
DIA. (INCHES)
SLOPE (%)
MANNIN
G (N)
% FULL
ALLOWABLE
ALLOWABLE
FLOW (GPM)
FULL PIPE
(GPM)
PROPOSED
FLOWS
(GPM)
Q/Qfull
%FULL (GPM)
(QIQFuII)
MH 1 - MH 3
P-1
PVC
8
1.020%
0.012
50%
297
595
271
0.460
46.0%
MH 3 - MH 4
P-3
PVC
8
1.040%
0.012
1 50%
300
600
271
0.450
45.0%
MH 4- MH 5
P-4
PVC
8
0.840%
0.012
50%
270
540
271
0.500
50.0%
MH 5 - MH 6
P-5
PVC
8
0.840%
0.012
50%
270
540
271
0.500
50.01%
MH 6 - MH 7
P-6
PVC
8
0.850%
0.012
50%
271
543
271
0.500
50.0%
MH 7 - MH 8
P-7
PVC
8
0.980%
0.012
50%
291
583
271
0.470
47.0%
MH 8 - MH 9
P-8
PVC
8
1.000%
0.012
50%
294
589
271
0.460
46.0%
MH 9 - MH 10
P-9
PVC
8
1.000%
0.012
50%
294
589
271
0.460
46.0%
MH 10 - MH 11
P-10
PVC
8
1.750%
0.012
50%
389
779
271
0.350
35.0%
MH 11 - MH 12
P-11
PVC
8
1.600%
0.012
50%
372
745
271
0.360
36.0%
ALLOWABLE FLOW =448.8 * (1.49/G) * (AREA @ 50%) *((HYDRAULIC RADIUS @ 500/6)A(2/3)) * J(F)
GRAVITY FLOW ANALYSIS: GOODWIN SANITARY SEWER MAIN TRUNK
(PROPOSED CONDITIONS) TIMMONS GROUP
A B C E F G H I J K L M
SSMH NUMBER
PIPE
SEGMENT
MATERIAL
PROPOSED
DIA. (INCHES)
SLOPE (%)
MANNING
(N)
%FULL
ALLOWABLE
ALLOWABLE
FLOW (GPM)
FULL PIPE
(GPM)
PROPOSED
FLOWS
(GPM)
Q/Qfull
%FULL (GPM)
Q/QFUII
MH 1- MH 2
P-1-2
PVC
8
2.2405'.
0.012
50%
441
881
200
0.230
23.09/o
MH 2 - MH 3
P-2-3
PVC
8
0.700%
0.012
50%
246
493
200
0.410
41.0%
MH 3 - MH 4
P-3-4
PVC
8
0.700%
0.012
50%
246
493
200
0.410
41.0%
MH 4 - MH 5
P-4-5
PVC
8
0.700%
0.012
50%
246
493
200
0.410
41.0%
MH 5 - MH 6
P-5-6
PVC
8
0.700%
0.012
50%
246
493
200
0.410
41.0%
MH 6 - MH 7
P-6-7
PVC
8
1 0.700%
1 0.012
50%
246
493
200
0.410
41.0%
MH 7 - MH 8
P-7-8
PVC
8
0.700%
0.012
50%
246
493
241
0.490
49.0%
MH 8 - MH 9
P-8-9
I PVC
8
0.700%
0.012
50%
246
493
241
0.490
49.0%
ALLOWABLE FLOW =448.8 * (1.49/0 * (AREA @ 50%) *((HYDRAULIC RADIUS @ 50%)A(2/3)) *U(F)
GENERAL UTILITY NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL OSHA REQUIREMENTS
AND TOWN OF HOLLY SPRINGS AND NCDOT STANDARDS, SPECIFICATIONS AND
DETAILS.
2. INSTALL WATERMAINS WITH A COVER OF NO LESS THAN 4-FT.
3. SANITARY SEWER IMPROVEMENTS ARE TO BE INSTALLED IN ACCORDANCE WITH
NCDEQ AND TOWN OF HOLLY SPRINGS REQUIREMENTS (INCLUDING STANDARD
DETAILS AND SPECIFICATIONS)
4. ALL SANITARY SEWER SERVICES SHALL BE 4" OR 6" PVC (SCH 40) @1.04% MIN.
SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS
LESS THAN 36-IN.
5. CLEANOUTS ARE REQUIRED AT LEAST EVERY 50 FEET FOR FOUR -INCH SEWER
SERVICES AND EVERY 100 FEET FOR SIX-INCH SEWER SERVICES AND AT ALL
JUNCTIONS AND BENDS WHICH EXCEED 45 DEGREES. BENDS ARE REQUIRED AT
ALL CHANGES IN DIRECTION.
6. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 36-IN TO FINISH GRADE
IN NON -TRAFFIC AREAS, 48-IN TO FINISH GRADE IN TRAFFIC AREAS.
7. SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF
18-IN TO STORM DRAINAGE PIPES. INSTALL ALL UTILITIES TO PROVIDE REQUIRED
CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
8. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM
HORIZONTAL CLEARANCE OF 10-FT.
9. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME
CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT
LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.
10. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR
TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE
DISCOVERED.
11. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND
SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
12. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND
STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION.
13. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE
UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT FACILITIES.
COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY SHUT- DOWNS WITH THE
OWNER.
14. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC
WARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED
LINE BELOW.
15. NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE IDENTIFIED BY
DETECTABLE WARNING TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING TO
IDENTIFY BURIED LINE BELOW.
16. FOR PLASTIC SEWER PIPING, AN INSULATED COPPER TRACER WIRE OR OTHER
APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL
LENGTH OF THE PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR
THE TRACER WIRE SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDING
DRAIN AND BUILDING SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN
14 AWG AND THE INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
17. AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALL
BE INSTALLED ADJACENT TO UNDERGROUND NONMETALLIC PIPING. ACCESS
SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL
TERMINATE ABOVEGROUND AT THE END OF THE NONMETALLIC PIPING. THE
TRACER WIRE SIZE SHALL NOT BE LESS THAN 18AWG AND THE INSULATION TYPE
SUITABLE FOR DIRECT BURIAL.
18. ALL GATE VALVES NOT IN PAVEMENT REQUIRE A CONCRETE COLLAR.
19. GATE VALVES SHALL NOT BE INSTALLED IN GUTTER PAN.
20. UTILITIES CONTRACTOR TO NOTIFY INSPECTOR AT LEAST 48 HOURS BEFORE
FLUSHING THE PROPOSED WATERLINE.
21. ALL EXISTING UTILITIES, SUCH AS VALVE BOXES, VAULT COVERS, AND MANHOLES,
AFFECTED BY GRADING OR PAVING OPERATIONS MUST BE ADJUSTED TO FINAL
GRADE AFTER CONSTRUCTION.
22. REFER TO PLUMBING DRAWINGS FOR SANITARY SEWER INVERTS OUT OF
BUILDINGS
23. FIRE MARSHALL SHALL BE PRESENT ONSITE DURING WATER MAIN SHUTDOWN ON
SCHOOL SITE.
24. FENCE POSTS SHALL NOT BE LOCATED WITHIN UTILITY EASEMENTS.
25. ALL NEW UTILITY LINES (POWER, CABLE, ETC.) MUST BE UNDERGROUND.
26. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN
AND CONSTRUCTION STANDARDS.
27. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING
CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE -IN -LIEU OF ASSESSMENT
AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE
BEFORE CONSTRUCTION DRAWING APPROVAL.
28. THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TENANT MIX AT
THE TIME OF THE SUBMITTAL. THE ESTIMATED FLOWS WILL BE UPDATED WITH
EACH DEVELOPMENT PLAN SUBMITTAL.
29. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING
APPROVAL PROCESS.
30. REFER TO C0.1 FOR ZONING CONDITIONS IN THE DEVELOPMENT AGREEMENT.
31. THE MONUMENT CONTROL POINTS FOR THIS PROJECT IS: TOWN OF HOLLY
SPRINGS GEODETIC MONUMENT "ALFORD 33" PUBLISHED COORDINATES
N=693,650.75' E=2,041,575.85' ELEV.=377.10'.
THE TOWN OF HOLLY SPRINGS HAS INSTALLED A LOCAL GEODETIC
MONUMENTATION GRID, TIED TO NAD83, WITHIN AND SURROUNDING THE TOWN
LIMITS. ALL SURVEYED INFORMATION (WHEN ANY PORTION OF THE PROJECT IN
DESIGN IS WITHIN 2000 FEET OF THE TOWN'S GEODETIC MONUMENT) SHALL
REFERENCE THE NEAREST MONUMENT AND SHALL BE CLEARLY NOTED ON THE
FIRST SHEET OF, BOTH CONSTRUCTION PLANS, AND AS-BUILTS SUBMITTED TO
THE TOWN.
32. IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BE
PROTECTED OR IF RELOCATION IS NEEDED IT WILL BE THE RESPONSIBILITY OF
THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.
33. INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST C.O. AND THAT ALL
ADJACENT WILL BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEAR
WARRANTY.
34. BLOW OFF VALVES ARE REQUIRED AT ALL AREAS WHERE THE UTILITY MAINS
STOP AND/OR WILL BE EXTENDED IN THE FUTURE.
35. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS OTHERWISE
NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S STANDARDS.
EASEMENTS:
1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE
PUBLIC UTILITY EASEMENT. IN THE CASE OF UTILITES EXTENDING ADJACENT
TO EACH OTHER THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT
NO LESS THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE
METER AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE
PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF
EASEMENTS.
2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE
LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE
EASEMENT. SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF
EASEMENTS.
3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO
THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
LEGEND:
POD BOUNDARY
PROPERTY BOUNDARY
PHASEIBOUNDARY
PHASE II BOUNDARY
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DATE
0511912023
D RAW N BY
T. MORRISO/V
DESIGNED BY
B. MCLAMB
CHECKED BY
B HALL
SCALE
AS SHOWN
30B NO.
54318
SHEET NO.
C4.0
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10' GAS EASEMENT
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REFER TO DRAWING C4.5
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NOTES:
1. PIPE LENGTHS IN PROFILES ARE ACTUAL
PIPE LENGTHS FROM CENTER TO CENTER
OF STRUCTURE. PIPE LENGTHS IN DRAINAGE
DESCRIPTIONS ARE PIPE LENGTHS AS
MEASURED IN PLAN VIEW FROM CENTER TO
CENTER OF STRUCTURE.
KEY
C/L EX. GRADE----------
C/L FINAL GRADE
330 REFER TO GOODWIN PUMP LEGEND
STATION FOR SITE PLAN DEVELOPMENT AND PHASE I BOUNDARY LINE
INFORMATION PHASE II BOUNDARY LINE
325
320
315
310
305
300
to 40
RDFILE SCALE
M
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
WOODS CREEK ROAD RECLAIMED WATERLINE PROFILE - STA 9+80 TO 18+00
Horz: 1" = 40'
Vert: 1" = 4'
UTILITY NOTES:
1. ALL CONSTRUCTION WILL BE TO TOWN OF HOLLY SPRINGS OR NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY
SPRINGS OR NCDOT STANDARDS.
3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN AREAS,
SIGNAGE AND LANDSCAPING WILL MEET TOWN ARCHITECTURAL AND SITE
DESIGN REQUIREMENTS, AS WELL AS THE DESIGN GUIDELINES THAT
ACCOMPANY THE MASTER PLAN. WHERE THESE ARE NOT MET, WAIVERS
WILL BE SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB SIDEWALK SHALL
BE A MINIMUM OF 6' WIDE.
5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC
STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN
SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP
LOCATIONS.
6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF
RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50' OF ALL STREET
INTERSECTIONS.
7. NO SIGHT OBSTRUCTINGS OR PARTIALLY OBSTRUCTING WALL, FENCE,
FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECTS BETWEEN
THE HEIGHTS OF TWO FEET AND EIGHT FEET ABOVE THE CURB LINE
ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE
PLACED WITHIN SIGHT DISTANCE TRIANGLE.
8. THE PROJECT DEPENDS ON THE NECESSARY UTILITIES AND RELATED
INFRASTRUCTURE FOR WATER SERVICE BEING FINISHED. IF ANY
OFF -SITE WATER FACILITIES REQUIRED TO SERVE THIS PROJECT ARE
NOT FINISHED AND ACCEPTED BY THE TOWN WHEN THIS PRELIMINARY
SUBDIVISION PLAN IS APPROVED, THEN THESE FACILITIES MUST BE
FINISHED PRIOR TO CONSTRUCTION DRAWING APPROVAL, UNLESS THE
ADMINISTRATOR GRANTS AN EXCEPTION.
9. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS
OTHERWISE NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S
STANDARDS.
EASEMENTS:
1. WATER, RECLAIM WATER, AND SANITARY SEWER MAINS SHALL BE
LOCATED IN A MIN. 20' WIDE PUBLIC UTILITY EASEMENT OR DECICATED
R/W. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER
THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS
THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER
AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE
PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF
EASEMENTS.
2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE
LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM
DRAINAGE EASEMENT. SEE GRADING AND STORM DRAINAGE PLANS FOR
LOCATION OF EASEMENTS.
3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY
INTO THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE
EASEMENT.
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DATE
0511912023
D RAW N BY
T. MORRISO/V
DESIGNED BY
B. MCLAMB
CHECKED BY
B HALL
SCALE
AS SHOWN
30B NO.
54318
SHEET NO.
C4.2B
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m y 1. WATER, RECLAIM WATER, AND SANITARY SEWER MAINS SHALL BE
m — _ LOCATED IN A MIN. 20' WIDE PUBLIC UTILITY EASEMENT OR DECICATED
—_-� ____—= J� / _ ___— �� __ _ — _____— —— --_ _--_--_—_ _— ___ ___ ___ ____ RAN. INTHE CASE OFUTILITIES EXTENDING ADJACENT TOEACH OTHER
= 0 z _ _ _ _ _ — - - _ _ - —_ — - _ __ __ = -- _ -_ — -- — — THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS
_ — --- _--- m _ — J — \ ----------- --_--- —_ — —------- — -
-- — — — _ —, , = y� I �/` (/ I / I ^ > / \ \ / / / — — _ _ _ _ _ _— _ — — _ _ _ _ _ _ — — _ THAN 10 FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER
_ — D — — — — �� f \ ( / / / l / / \ \ — — _ _ — — _ — — — — — — — _ _ _ _ — — V AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10 WIDE
— PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF
EASEMENTS.
r � / / / / 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE _
LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM
LA DRAINAGE EASEMENT. SEE GRADING AND STORM DRAINAGE PLANS FOR
LOCATION
OCATION /O/ /
F EASEMENTS.
3ANY STORM DRAINAGE PIPE
\ \ I\I I \\
I \EXTENDING
AI\\
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In
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WATERLINE w/ TEMPORARY 2"
PVC
BLOW -OFF ASSEMBLY 12" PURPLE
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30
EX\STREAAM_ 305
30' CAPE FEAR STREAM BUFFER
340
335
330
325
320
315
310
305
POD C
12.61AC
11=40'I
RECLAIMED WATERLINE PLAN VIEW
PROPOSED
GRADE
\
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0 40
PROFILE SCALE
NOTES:
1. PIPE LENGTHS IN PROFILES ARE ACTUAL
PIPE LENGTHS FROM CENTER TO CENTER
OF STRUCTURE. PIPE LENGTHS IN DRAINAGE
DESCRIPTIONS ARE PIPE LENGTHS AS
MEASURED IN PLAN VIEW FROM CENTER TO
CENTER OF STRUCTURE.
KEY
C/L EX. GRADE - - - - - - - - - -
C/L FINAL GRADE
REFER TO GOODWIN PUMP LEGEND
STATION FOR SITE PLAN PHASE I BOUNDARY LINE
DEVELOPMENT AND
INFORMATION PHASE II BOUNDARY LINE
UTILITY NOTES:
1. ALL CONSTRUCTION WILL BE TO TOWN OF HOLLY SPRINGS OR NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY
SPRINGS OR NCDOT STANDARDS.
3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN AREAS,
SIGNAGE AND LANDSCAPING WILL MEET TOWN ARCHITECTURAL AND SITE
DESIGN REQUIREMENTS, AS WELL AS THE DESIGN GUIDELINES THAT
ACCOMPANY THE MASTER PLAN. WHERE THESE ARE NOT MET, WAIVERS
WILL BE SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB SIDEWALK SHALL
BE A MINIMUM OF 6' WIDE.
5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC
STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN
SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP
LOCATIONS.
6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF
RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50' OF ALL STREET
INTERSECTIONS.
7. NO SIGHT OBSTRUCTINGS OR PARTIALLY OBSTRUCTING WALL, FENCE,
FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECTS BETWEEN
THE HEIGHTS OF TWO FEET AND EIGHT FEET ABOVE THE CURB LINE
ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE
PLACED WITHIN SIGHT DISTANCE TRIANGLE.
8. THE PROJECT DEPENDS ON THE NECESSARY UTILITIES AND RELATED
INFRASTRUCTURE FOR WATER SERVICE BEING FINISHED. IF ANY
OFF -SITE WATER FACILITIES REQUIRED TO SERVE THIS PROJECT ARE
NOT FINISHED AND ACCEPTED BY THE TOWN WHEN THIS PRELIMINARY
SUBDIVISION PLAN IS APPROVED, THEN THESE FACILITIES MUST BE
FINISHED PRIOR TO CONSTRUCTION DRAWING APPROVAL, UNLESS THE
ADMINISTRATOR GRANTS AN EXCEPTION.
9. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS
OTHERWISE NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S
STANDARDS.
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D RAW N BY
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DESIGNED BY
B. MCLAMB
CHECKED BY
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SCALE
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/ I _ — < < \ \ m > / �s / EASEMENTS: o00 0�
/ �_ �-- I ' �( / / o
/ — _ I� ( 1 \ \ \ m ��a ���/ \ / 1. WATER, RECLAIM WATER, AND SANITARY SEWER MAINS SHALL BE
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2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE C��'d
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RECLAIMED WATERLINE PLAN VIEW
320
315
310
305
295
290
C
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EXISTING
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PROPOSED
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6'
GATE VALVE
11.25'
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2
.
0' MIN. COVER
STA
TEE
14+87.5
6" PURPLE
RE
\
" PVC (FM)
1.50' MIN.
SEPARATION
215
15" RCP
I
STRM `PVC
BEND
05
11.25
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— -
IN
:298.47
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9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00
ACCESS ROAD B RECLAIMED WATERLINE PROFILE - STA 9+80 TO 14+00
320
NOTES:
1. PIPE LENGTHS IN PROFILES ARE ACTUAL
PIPE LENGTHS FROM CENTER TO CENTER
OF STRUCTURE. PIPE LENGTHS IN DRAINAGE
DESCRIPTIONS ARE PIPE LENGTHS AS
MEASURED IN PLAN VIEW FROM CENTER TO
CENTER OF STRUCTURE.
KEY
C/L EX. GRADE----------
C/L FINAL GRADE
REFER TO GOODWIN PUMP LEGEND
315 STATION FOR SITE PLAN
DEVELOPMENT AND PHASE I BOUNDARY LINE
INFORMATION PHASE II BOUNDARY LINE
310
305
300
295
290
C'7
o6
O
C'7
13+50 14+00
4
UTILITY NOTES:
1. ALL CONSTRUCTION WILL BE TO TOWN OF HOLLY SPRINGS OR NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY
SPRINGS OR NCDOT STANDARDS.
3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN AREAS,
SIGNAGE AND LANDSCAPING WILL MEET TOWN ARCHITECTURAL AND SITE
DESIGN REQUIREMENTS, AS WELL AS THE DESIGN GUIDELINES THAT
ACCOMPANY THE MASTER PLAN. WHERE THESE ARE NOT MET, WAIVERS
WILL BE SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB SIDEWALK SHALL
BE A MINIMUM OF 6' WIDE.
5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC
STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN
SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP
LOCATIONS.
6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF
RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50' OF ALL STREET
INTERSECTIONS.
7. NO SIGHT OBSTRUCTINGS OR PARTIALLY OBSTRUCTING WALL, FENCE,
FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECTS BETWEEN
THE HEIGHTS OF TWO FEET AND EIGHT FEET ABOVE THE CURB LINE
ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE
PLACED WITHIN SIGHT DISTANCE TRIANGLE.
8. THE PROJECT DEPENDS ON THE NECESSARY UTILITIES AND RELATED
INFRASTRUCTURE FOR WATER SERVICE BEING FINISHED. IF ANY
OFF -SITE WATER FACILITIES REQUIRED TO SERVE THIS PROJECT ARE
NOT FINISHED AND ACCEPTED BY THE TOWN WHEN THIS PRELIMINARY
SUBDIVISION PLAN IS APPROVED, THEN THESE FACILITIES MUST BE
FINISHED PRIOR TO CONSTRUCTION DRAWING APPROVAL, UNLESS THE
ADMINISTRATOR GRANTS AN EXCEPTION.
9. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS
OTHERWISE NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S
STANDARDS.
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UTILITY NOTES:
1. ALL CONSTRUCTION WILL BE TO TOWN OF HOLLY SPRINGS OR NCDOT
AR-S\l EAIVI\BIJ� C\\ \ II STANDARDS, SPECIFICATIONS, AND DETAILS. -
\ \ \ \ I 2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY
�� \ SEC FEE I r1
♦ \ \ \ \ \ \ \ \ \ \\�\� \ / � \����\), \ J //j /,� �/_ -� -� \ �III� ((( �\\ SPRINGS OR NCDOT STANDARDS.
II1 I 1 3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN AREAS,
♦ ` \ \ \ \ \ \\ \ \ I \� I \ \ ` �\ 1\ SIGNAGE AND LANDSCAPING WILL MEET TOWN ARCHITECTURAL AND SITE
♦ \ \ I \ \ I 1 I �\ I j)j� �, _ ! \ - \\ \ 1 I�L� DESIGN REQUIREMENTS, AS WELL AS THE DESIGN GUIDELINES THAT
♦ \ \ \ I I ` \ / / 1 I I ( )/`/ r�i �_% \�y// 1 \ ��_ J �i /�//\I� ACCOMPANY THE MASTER PLAN. WHERE THESE ARE NOT MET, WAIVERS
JJ/ WILL BE SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
I I 1 l l III lI t4 ��� ` �� / /� JJ�•" �,05 3 \ \\\ �I /� J I / -\
♦ I ) I o I I I I / \ /��� %/� // _ ' Og` /( PLAN.
g
4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB SIDEWALK SHALL
♦ < / I I I 1 �J I % - // / / // p \ \ ( BE A MINIMUM OF 6' WIDE.
/1 \ \ \ \ I / \ \ 5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC
/ • / / / % ) / I I I I 11��� / / //) '� i /// / , /� Q- \ \ \/n\ STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN
SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP
LOCATIONS.
6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF
RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50' OF ALL STREET
INTERSECTIONS.
7. NO SIGHT OBSTRUCTINGS OR PARTIALLY OBSTRUCTING WALL, FENCE,
I / '� I I I ( / °' ✓ ) I % ` / \ I FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECTS BETWEEN
11.25° BEND /j I 1 / / / ` / o^o / / I ` \ I I ` \\\ THE HEIGHTS OF TWO FEET AND EIGHT FEET ABOVE THE CURB LINE
/ � (/ \ \ \\ ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE
PLACED WITHIN SIGHT DISTANCE TRIANGLE.
8. THE PROJECT DEPENDS ON THE NECESSARY UTILITIES AND RELATED
- INFRASTRUCTURE FOR WATER SERVICE BEING FINISHED. IF ANY
6"X3" TEE W/ - - ,�4 _ r ` I I I / \ OFF -SITE WATER FACILITIES REQUIRED TO SERVE THIS PROJECT ARE
GATE VALVES \ - _ \ , I SCM A I\ I \\ �I( NOT FINISHED AND ACCEPTED BY THE TOWN WHEN THIS PRELIMINARY
_ 3i 1? - / / \ \ \ \ II 1 ( SUBDIVISION PLAN IS APPROVED, THEN THESE FACILITIES MUST BE
FINISHED PRIOR TO CONSTRUCTION DRAWING APPROVAL, UNLESS THE
\ \ \ \\ i / / // / // / \ 3�0 r 11 - ✓` \ \ I ` 3p> y 2 / \ \ \ \ ��\1 \ ADMINISTRATOR GRANTS AN EXCEPTION.
9. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS
OTHERWISE NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S
< / / / 310 370 �k l '� \� \ \ \ \ \ ) II STANDARDS.
(I ONP\ � \\ \\ \I \ \ \ I I\ / II I � �I ( / J // I �� / � / /l (\ - �- -- _ \� \ � �. S ��� � \ �11 \ � \ \ \ � \� 1 I I I �✓ / 1 \ \ EASEMENTS: \
1. WATER, RECLAIM WATER, AND SANITARY SEWER MAINS SHALL BE
LOCATED IN A MIN. 20' WIDE PUBLIC UTILITY EASEMENT OR DECICATED
'MINIMUM 2' SEPARATION \ \ )!III // /^ R/W. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER
O \ ( / / / / I I / / / / / / / J I \ _ \ - \ I - / / / 30 \ ` - / % \ \ (I THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS
THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER
- - AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10 WIDE
JI / / / I / // / / / / / / �) y\ _ _ - J \ , \ - \ - - \ 1 / / / / I l \ - 7 „ \� \\\\ \ \ \ \ J PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF
EASEMENTS.
_ 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE
l I \ \ / I \ - - - _ _ _ _ - - _ 3 \ \ LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM
/ \ _ I / I J I / - - - ` \ \ I \ C\ ( (/ / ( / - J - _ - - - - _ I �\ \ �� \ \ \ \ \ N X - DRAINAGE EASEMENT. SEE GRADING AND STORM DRAINAGE PLANS FOR
( I 3ti \ L - - - \ \ > \ \ \ J J l \ \ - - \ LOCATION OF EASEMENTS.
I / ` _ r \ \ 6" PURPLE. 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY
RECLAIMED WATERLINE
�/ I) \ \- \ / \- - - - - \ \ INTO THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE
- - - - - -�--- �� \ \ ) ) I I ` V �� �s --� -�- > > J tl� \ \ I J; J o \ EASEMENT.
10 MIN. MAINTENANCE
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h / ) \ \ \ � \ � /J ` \ \ 1 I \ I BLOW -OFF VALVES
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RECLAIMED WATERLINE PLAN VIEW
SE
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GASLINE
J
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317.71
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20+44
90
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45° BEN
45' BEN
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411-
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ACCESS ROAD A RECLAIMED WATERLINE PROFILE - STA 9+80 TO 20+75
Horz: 1" = 40'
325
320
315
310
305
300
295
REFER TO GOODWIN PUMP
STATION FOR SITE PLAN
DEVELOPMENT AND
INFORMATION
NOTES:
1. PIPE LENGTHS IN PROFILES ARE ACTUAL
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DESCRIPTIONS ARE PIPE LENGTHS AS
MEASURED IN PLAN VIEW FROM CENTER TO
CENTER OF STRUCTURE.
290
KEY
C/L EX. GRADE
C/L FINAL GRADE
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PHASE II BOUNDARY LINE
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CHECKED BY
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311
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EASEMENTS:
1. WATER, RECLAIM WATER, AND SANITARY SEWER MAINS SHALL BE
-- 113 LOCATED IN A MIN. 20' WIDE PUBLIC UTILITY EASEMENT OR DECICATED
�r /i / / /� R/W. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER
J� I/( THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS
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AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE
-312 / \ ( PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF
)� EASEMENTS.
\ \ \ \ \ I l \ \ \ \ J J / ) \ l l \I _) I - I- \ I _ _ _ / / l J / - r' J L - _ J s 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE
JJ/� / \ \ \ \ I \ - _ I \ / LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM
6- \ \ \ \ - \ \ - �\ ; / - - / \ I I \ `� `/ ✓ I \ / DRAINAGE EASEMENT. SEE GRADING AND STORM DRAINAGE PLANS FOR
\ _ - ' f J / / / I ) / / 1 1 I LOCATION OF EASEMENTS.
3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY
INTO THE SITE SHALL BE LOCATED IN A 20 PUBLIC STORM DRAINAGE
EASEMENT.
EXISTING 12" ENTERPRISE GAS LINE \ � -- / / ^ � £8 db'N
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340
335
330
325
320
315
310
305
20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50
ACCESS ROAD A RECLAIMED WATERLINE PROFILE - STA 20+50 TO 26+50
4
0 40
PROFILE SCALE
NOTES:
1. PIPE LENGTHS IN PROFILES ARE ACTUAL
PIPE LENGTHS FROM CENTER TO CENTER
OF STRUCTURE. PIPE LENGTHS IN DRAINAGE
DESCRIPTIONS ARE PIPE LENGTHS AS
MEASURED IN PLAN VIEW FROM CENTER TO
CENTER OF STRUCTURE.
KEY
C/L EX. GRADE - - - - - - - - - -
C/L FINAL GRADE
REFER TO GOODWIN PUMP LEGEND
STATION FOR SITE PLAN PHASE I BOUNDARY LINE
DEVELOPMENT AND
INFORMATION PHASE II BOUNDARY LINE
UTILITY NOTES:
1. ALL CONSTRUCTION WILL BE TO TOWN OF HOLLY SPRINGS OR NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY
SPRINGS OR NCDOT STANDARDS.
3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN AREAS,
SIGNAGE AND LANDSCAPING WILL MEET TOWN ARCHITECTURAL AND SITE
DESIGN REQUIREMENTS, AS WELL AS THE DESIGN GUIDELINES THAT
ACCOMPANY THE MASTER PLAN. WHERE THESE ARE NOT MET, WAIVERS
WILL BE SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB SIDEWALK SHALL
BE A MINIMUM OF 6' WIDE.
5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC
STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN
SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP
LOCATIONS.
6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF
RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50' OF ALL STREET
INTERSECTIONS.
7. NO SIGHT OBSTRUCTINGS OR PARTIALLY OBSTRUCTING WALL, FENCE,
FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECTS BETWEEN
THE HEIGHTS OF TWO FEET AND EIGHT FEET ABOVE THE CURB LINE
ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE
PLACED WITHIN SIGHT DISTANCE TRIANGLE.
8. THE PROJECT DEPENDS ON THE NECESSARY UTILITIES AND RELATED
INFRASTRUCTURE FOR WATER SERVICE BEING FINISHED. IF ANY
OFF -SITE WATER FACILITIES REQUIRED TO SERVE THIS PROJECT ARE
NOT FINISHED AND ACCEPTED BY THE TOWN WHEN THIS PRELIMINARY
SUBDIVISION PLAN IS APPROVED, THEN THESE FACILITIES MUST BE
FINISHED PRIOR TO CONSTRUCTION DRAWING APPROVAL, UNLESS THE
ADMINISTRATOR GRANTS AN EXCEPTION.
9. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS
OTHERWISE NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S
STANDARDS.
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0511912023
D RAW N BY
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DESIGNED BY
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CHECKED BY
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EASEMENTS:
1. WATER, RECLAIM WATER, AND SANITARY SEWER MAINS SHALL BE
LOCATED IN A MIN. 20' WIDE PUBLIC UTILITY EASEMENT OR DECICATED
R/W. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER
THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS
THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER
/ AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE
PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF
EASEMENTS.
2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE
LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM
DRAINAGE EASEMENT. SEE GRADING AND STORM DRAINAGE PLANS FOR
LOCATION OF EASEMENTS.
3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY
I INTO THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE
EASEMENT.
z \ \ _/
I
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\
TEMPORARY' 6" x 6" TEE & 3 \ � \ \ \ \ � \ � � 1 \ 1 \ / / / / J / I I / / J / ) I I ( / I r'
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GATE VALVES \ \ \ \ \ \ �
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I 1 \\ L zL
\ i\ \ _ \ J 1 + / 6 PURPLE PVC
L l) \I> \ — l 7 ✓ �/ 12'� s 1\` 13 RECLAIMED WATERLINE—
\\S,4 + 44.+ MINIMUM 2' SEPARATION
R 14* / 15+�0 \15+5 1�k9�
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12 W / / / / S SAN s BLOW -OFF VALVE
-I 1 � \`,J�\ �j r � I 2"W
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340
335
330
325
320
315
310
305
300
RECLAIMED WATERLINE PLAN VIEW
STA
" GATE VALV
10+80.85
--�
6'
TEMPORARY
—
1
S
A 10+01.
7
63
5" RCP cTRM
ATE VALVE
10+91.32
INV:
327.20
CA Ii
"
ST
SEPARA
ION
-n
12" DUCTILE IROl
WTR
RTA
+
SEPARATION
/
161
1
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1.50'
MIN.
SEPA
ATIOW
RM
159
157
1.50
MIN.
.50' MIN.
PVC—
SEPARATION
SE
PARATIO
PURP E.
E�
BL
W-OFF VALVE
8" DU
TILE IRON
STA 16
51.41
INV: 316.44
15" IRCP
STRIA
INV:
316.88
LEGEND
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NOTES:
1. PIPE LENGTHS IN PROFILES ARE ACTUAL
PIPE LENGTHS FROM CENTER TO CENTER
OF STRUCTURE. PIPE LENGTHS IN DRAINAGE
DESCRIPTIONS ARE PIPE LENGTHS AS
MEASURED IN PLAN VIEW FROM CENTER TO
CENTER OF STRUCTURE.
KEY
C/L EX. GRADE - - - - - - - - - -
C/L FINAL GRADE
330
REFER TO GOODWIN PUMP LEGEND
STATION FOR SITE PLAN PHASE I BOUNDARY LINE
DEVELOPMENT AND
INFORMATION PHASE II BOUNDARY LINE
325
320
315
310
305
300
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+80
4
UTILITY NOTES:
1. ALL CONSTRUCTION WILL BE TO TOWN OF HOLLY SPRINGS OR NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY
SPRINGS OR NCDOT STANDARDS.
3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN AREAS,
SIGNAGE AND LANDSCAPING WILL MEET TOWN ARCHITECTURAL AND SITE
DESIGN REQUIREMENTS, AS WELL AS THE DESIGN GUIDELINES THAT
ACCOMPANY THE MASTER PLAN. WHERE THESE ARE NOT MET, WAIVERS
WILL BE SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB SIDEWALK SHALL
BE A MINIMUM OF 6' WIDE.
5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC
STREET INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN
SIDEWALK IS NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP
LOCATIONS.
6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH OF
RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50' OF ALL STREET
INTERSECTIONS.
7. NO SIGHT OBSTRUCTINGS OR PARTIALLY OBSTRUCTING WALL, FENCE,
FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECTS BETWEEN
THE HEIGHTS OF TWO FEET AND EIGHT FEET ABOVE THE CURB LINE
ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE
PLACED WITHIN SIGHT DISTANCE TRIANGLE.
8. THE PROJECT DEPENDS ON THE NECESSARY UTILITIES AND RELATED
INFRASTRUCTURE FOR WATER SERVICE BEING FINISHED. IF ANY
OFF -SITE WATER FACILITIES REQUIRED TO SERVE THIS PROJECT ARE
NOT FINISHED AND ACCEPTED BY THE TOWN WHEN THIS PRELIMINARY
SUBDIVISION PLAN IS APPROVED, THEN THESE FACILITIES MUST BE
FINISHED PRIOR TO CONSTRUCTION DRAWING APPROVAL, UNLESS THE
ADMINISTRATOR GRANTS AN EXCEPTION.
9. ALL BENDS SHOWN ON PLANS ARE HORIZONTAL BENDS UNLESS
OTHERWISE NOTED. PIPES SHALL BE DEFLECTED PER MANUFACTURER'S
STANDARDS.
0 40
PROFILE SCALE
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0511912023
D RAW N BY
T. MORRISO/V
DESIGNED BY
B. MCLAMB
CHECKED BY
B HALL
SCALE
AS SHOWN
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36' MIN.
LOCAL ROADS - SPEED LIMIT 25 MPH
St M
co
iU 00
G M 200
36' MIN.
6' SPEED LIMIT 25-40 MPH
�� -r 0o=lName-� G 0
NOTES:
1. 42" MINIMUM BURY DEPTH FOR BREAKAWAY
GALVANIZED U-CHANNEL PER NCDOT STANDARDS.
2. ALL POLES SHALL BE BREAKAWAY, SUPPLIERS TO
SUBMIT FHWA AND/OR NCDOT APPROVAL LETTER WITH
QUOTES REGARDING PROPOSED BREAKAWAY DETAIL.
3. FOR SIGN BLADE INFORMATION SEE DETAIL HS357.
4. ALL SIGNS MUST MEET MUTCD STANDARDS AND
GUILDEUNES.
5. ALL MATERIAL TO MEET REQUIRED SPECS. AS
ATTACHED.
6. ALL MOUNTING HARDWARE SHALL BE BLACK.
Decorative black powder
coated alum. pineapple) finial)
with
Traffic control I I
backplate
sign size varies_
3" dia black powder
coated alum. post
Decorative black powder
Town standard street blade mounts
coated alum. pineapple finial
inside a custom extruded black
Imperial post systems D
powder coated alum. frame.
series Finial #7 or
(2 blades per unit)
equivalont.
Decorative black powder
coated alum. pineapple finial
Imperial post systems D
series Finial #7 or
Decorative black powder
equivalant.
coated alum. pineapple finial
Imperial post systems D
Town standard street blade mounts
Cast iron bracket
series Finial #7 or
inside a custom extruded black
equivolant.
powder coated alum. frame.
T
(2 blades per unit) \
Cast iron
w
4
a
I aluminum panel
L
reflective vinyl
�hics, mounted to
a
am backplate using
w
N
iless steel bolts. Mounts
:tly to black powder
to
xI
.ed alum. post as shown
Iel Size: 30"00")
h
ck powder coated
cplate Size: 32"x32")
3" dia black powder
3" dio black powder
coated alum. post
coated alum. post
Se e
Bose Note See
Base Note
I 48' MIN. I
SPEED LIMIT 40 MPH AND ALL MULTI -LANE CROSS SECTIONS0.
NOTES:
A�
1. ALL CURRENT MUTCD STANDARDS SHALL PREVAIL (2D.43 STREET NAME SIGNS)
2. 36" MIN. LENGTH OF BLADE WILL VARY DEPENDING ON THE NUMBER OF LETTERS IN THE STREET NAME. Private Traffic Control Stop Sign Street Name
3. IN THE CASE OF PRIVATE STREETS, THE HOLLY LEAF LOGO WILL BE REPLACED WITH A SQUARE YELLOW BOX THE Sign Blade Only
SAME SIZE AS LARGE CAPS ON SIGN WITH THE WORDS "PRIVATE STREET" IN BLACK. Street *Height varies depending on speed of road. See detail HS357 for blade sizes.
4. BLADE THICKNESS: 2.Omm (36"-47.9"); 3.2mm (>- 48") w/Traffic Control Blade only
5. GREEN RETROREFLECTIVE BACKGROUND WITH WHITE REFLECTIVE LETTERS. - Local Road - 25 mph...........................................................162.. ...................150"
6. THE TOWN LOGO (PICTOGRAPH) SHALL ALWAYS BE TO THE LEFT OF THE STREET NAME. - Speed Limit - 25-40 mph .................................................... 170 .. ................... 158"
See
Base Note
o+
.063 aluminum panel
s
with reflective vinyl
a
graphics, mounted to
a,
°i
custom backplate. Mounts
directly to black powder
in
coated alum. post as shown
a,
(Panel Size: 30"x30")
a,
rn
(Black powder coated
Backplate Size: 32"x32")
3" dia black powder
coated olum. post \
R/W
i
MINIMUM
PAVEMENT DESIGN 2' 1 5.0' 1 5.0' 1251
1-1/2" S9.5B SIDEWALK
2-1/2" 119.0
Base Note: 8" A.B.C.
Black powder tooted " '
base Imperial Post NOTES: \ /�
Systems D Series \
Base #8 or
equivalont 1. NORMAL CROWN OF 1/4" PER FOOT
UNLESS OTHERWISE DIRECTED BY THE UTILITY STRIP
DIRECTOR OF ENGINEERING. STREET TREES WITH
2. PAVEMENT DESIGN SHALL BE AS SHOWN, ROOT GUARDS PER
OR AS CALCULATED, WHICHEVER IS GREATER. HS816
Stop Sign
With Blades 3. ALL COLLECTORS SHALL BE NO LOAD.
4. PAVEMENT DESIGN WILL REQUIRE NCDOT APPROVAL.
R/W
59.0'
RIGHT OF WAY
1251 5.0' 1 5.0' 1 2'
ROADWAY ROADWAY SIDEWALK
I
\ UTILITY STRIP
STREET TREES WITH
ROOT GUARDS PER
SEE DETAILS 311/312/314 HS816
7. FONT SHALL BE: ARTISTIC SERIES B2000 DRAWING NOT TO SCALE - Speed Limit - 40+mph (or multi -lanes cross-section).....182.. ...................182" DRAWING NOT TO SCALE
POST -MOUNTED STANDARD TOWN STREET NAME SIGN BLADE STANDARD DETA/L NUMBER: HS357 *"Holly UPGRADED TRAFFIC CONTROL AND STREET NAME SIGN AND POSTS STANDARD DETAIL NUMBER: HS361 _ Holly 2 LANE NON RESIDENTIAL COLLECTOR 36 BTB ON 59' R/W
DA TE REVISIONS (�Springs DA TE REVISIONS Springs
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT 4 ' Dise°verThe9aaree. TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT ' 9 20 D,Sc°verTheS°aree. TOWN OF ROLL Y SPRINGS ENGINEERING DEPARTMENT
GENERAL NOTES:
1. THIS PROJECT IS IN THE TRIASSIC BASIN. ALL PUBLIC
ROADWAYS WILL BE REQUIRED TO MEET ALL SPECIAL
DESIGN REQUIREMENTS AS OUTLINED IN THE
ENGINEERING DESIGN AND CONSTRUCTION STANDARDS
SECTION 3.02J.
2. THE PAVEMENT DESIGN WILL REQUIRE NCDOT
APPROVAL. THE MOST RESTRICTIVE CROSS-SECTION
BETWEEN THE MINIMUM DESIGN, CALCULATED
PAVEMENT DESIGN, TRIASSIC DESIGN, AND NCDOT
DESIGN WILL APPLY.
3. 2-LANE NON-RESIDENTIAL COLLECTOR AND 4-LANE
THOROUGHFARE ROADWAY CROSS SECTIONS COMPLY
WITH TOHS UPDATED CTP LC-2A AND T-4A MINIMUM
STANDARDS, RESPECTIVELY.
CONNECT TO FUTURE CONNECT TO FUTURE
POTENTIAL SPACE POTENTIAL SPACE
PEDESTRIAN PATHWAY / \
5' WIDE HARD
SURFACE
PATHWAY/TRAIL - OPEN
SPACE
DECORATIVE
CROSSWALK
CONNECT TO FUTURE
POTENTIAL SPACE
5' SIDEWALK
PEDESTRIAN PATHWAY CONNECTING TO OPEN SPACES
NOT TO SCALE
H S 357
STANDARD LEAF WIDTH
PER MANUFACTURER -MAX 8' � RAIL
�� RAIL
1"0
o x16GA.
C9 PICKET
�r 3"
x1 ?GA.
LLI
POST
10"
[IfT FINISHED
GRADE
2"
4", TYPICAL
2'-0" l l
�U. U.
4"
4" 12" 3000 PSI 12w �3000 PSI
CONC. FOOTING CONC. FOOTING
(TYP.) (TYP.)
NOTES:
1. FENCE SHALL BE ALUMINUM POWER COATED WITH BLACK PAINT.
2. DIMENSIONS MAY VARY. MAX HEIGHT IS 60".
DECORATIVE FENCE
MP-$ 0 SCALE: NTS
96'
28'R (TYP)
26'
96' DIAMETER
CUL-DE-SAC
28'R (TYP)
REQUIREMENTS FOR DEAD-END
FIRE APPARATUS ACCESS ROADS
LENGTH
(feet)
WIDTH
(feet)
TURNAROUNDS REQUIRED
0-150
20
None required
120-foot Hammerhead, 60-foot 'Y" or
151-500
20
96-foot diameter cul-de-sac in accor-
dance with Figure 0103.1
120-foot Hammerhead, 60-foot 'Y" or
501-750
26
96-foot diameter cul-de-sac in accor-
dance with Figure D103.1
60-FOOT "Y"
r
60'-{-60'�{
120' HAMMERHEAD
(TYP) 21, 26'
20'
MINIMUM CLEARANCE
AROUND FIRE
HYDRANT
28'R (TYP)
20']-
ACCEPTABLE ALTERNATIVE
TO 120' HAMMERHEAD
HS 361 UPGRADED TRAFFIC CONTROL SIGN DETAIL
106'
RIGHT OF WAY
78'
S UTILITY ROADWAY SECTION S UTILITY
STRIP 24' 20' 24' STRIP
EX POWER ROADWAY MEDIAN ROADWAY 10' MULTI -
EASEMENT PURPOSE PATH
Z'
j OFFSET
i I
��SEE DETAIL SEE DETAIL- J- �
311/312/314 311/312/314 UTILITY STRIP
2.5' 1.5' 1.5' (STREET TREES WITH
2.5' ROOT GUARDS PER DETAIL
MINIMUM HS816)
PAVEMENT DESIGN
3EXISTING
" S9.5C
4" 110.00 DUKE ENERGY
POWER EASEMENT
10" C.A.B.C.
NOTES:
1. NORMAL CROWN OF 4" PER FOOT UNLESS OTHERWISE
DIRECTED BY THE DIRECTOR OF ENGINEERING
2. PAVEMENT DESIGN SHALL BE AS SHOWN, OR AS *MODIFIED HS307B HOLLY SPRING 4 LANE WITH MEDIAN DETAIL TO
CALCULATED, WHICHEVER IS GREATER. COMPLY WITH NCDOT AND HOLLY SPRINGS STANDARD.
3. PAVEMENT DESIGN WILL REQUIRE NCDOT APPROVAL.
WOODS CREEK ROAD IMPROVEMENT CROSS SECTION
4 LANE -MEDIAN THOROUGHFARE 79' BB ON 103' ROW
NOT TO SCALE
Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) in length shall be provided with
an a Droved area for turn in around. f're apparatus. See table above. DRAWING NOT TO SCALE
OverP750 fors
ap�roval requ re�
Grass pavers are acceptable alternatives to concrete, asphalt or gravel for the 120' Hammerhead or the
acceptable alternative to 120' Hammerhead. Specification and data sheets on the pavers to be used will need
to be submitted for approval.
DEAD END ROAD DETAIL STANDARD DETA/L NUMBER.• HS367 VH0r'y
DA TE REVISIONS Spings
TOWN OF HOLLYSPRINGS ENGINEERING DEPARTMENT 9 9 2ODiscover The Source.
c7-AA1nAPn 9'_ R" %URB &
H.O.U.
NOTES:
1. STONE IS REQUIRED UNDER ALL TYPES OF CURB AND GUTTER ON STREETS
2. STONE IS NOT REQUIRED ON PARKING LOTS
A.B.C. UNDER CURB AND GUTTER
TOWN OF HOLLY SPRINGS ENGINEERING DEPA R TMEN T
7"
3 112" MIN.
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: FW22
DA TE REVISIONS
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS305A
DA TE REVISIONS HOLLY
fz4fe SPRINGS
Disce the S­,
GENERAL NOTES:
1. THIS SUBDIVISION IS IN THE TRIASSIC BASIN. ALL ROADWAYS WILL BE
REQUIRED TO MEET ALL SPECIAL DESIGN REQUIREMENTS AS OUTLINED
IN THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SECTION
3.02J.
2. THE PAVEMENT DESIGN WILL REQUIRE NCDOT APPROVAL. THE MOST
RESTRICTIVE CROSS-SECTION BETWEEN THE MINIMUM DESIGN,
CALCULATED PAVEMENT DESIGN, TRIASSIC DESIGN, AND NCDOT DESIGN
WILL APPLY.
�6
72" 6"
Holly
) Springs
��
Discover The Source.
6' WIDE IMPRINTED
AGGREGATE
REINFORCED PREFORMED
THERMOPLASTIC PAVEMENT
MARKING SYSTEM
MANUFACTURER-BELGARD
COLOR - HOLLAND STONE
PATTERN - HERRINGBONE
V VVIL./L VVI II I L I I ILf\IVIvr Lnv I Iv v I r\IrL
DECORATIVE IDENTIFIABLE PEDESTRIAN CROSSWALK TREATMENT
NOT TO SCALE
3.0INCHES NCDOTS9.5C
4.0 INCHES NCDOT 119.00
10.0INCHES NCDOT CRUSHED
*MIRAFI HP270
AGGREGATE BASE COURSE OR
GEO-FABRIC (OR
IC:D �00�00�00�oO�CO
5.0 INCHES B25.0
EQUIVALENT) PLACED
ON COMPACTED SOIL
SUBGRADE
`SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
4-LANE THOROUGH (HEAVY DUTY ASPHALT)
NO SCALE
1.5 INCHES NCDOT S9.5C
2.5 INCHES NCDOT 119.00
0 0 0 0 0 0 0
*MIRAFI HP270 � AGGREGATE
T BASE CRUSHED
ED
GEO-FABRIC (OR AGGREGATE BASE COURSE
EQUIVALENT) PLACED
ON COMPACTED SOIL
SUBGRADE SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR IN ACCORDANCE WITH EDCS 3.02J
(REFER TO PROJECT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS)
DENOTES HEAVY DUTY ASPHALT PAVEMENT
ON PRIVATE ROADS IN PLANS
NON-RESIDENTAIL COLLECTOR (HEAVY DUTY ASPHALT)
NO SCALE
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54318
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SHEET NO.
C7.0
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L

WITH THE EXCEPTION OF THE BASE SECTION, ALL
48" OR 60" DIAMETER OTHER COMPONENTS OF THE MANHOLE SHALL BE
IN ACCORDANCE WITH STD. DETAIL HS706
4g" OR 60" DIAMETER
FLEXIBLE RUBBER BOOT IN
CONFORMANCE WITH ASTM C-923
8 e d RISER UNIT
a e
DOGHOUSE BASE
11 , A
DOGHOUSE SEAL ANNULUS AROUND
BASE PIPE WITH BRICK AND
SEAL AROUND EXISTING PIPE MORTAR
WITH NON -SHRINK GROUT ° a a RUBBER BOOT
PROPOSED PIPE
4"x8"x16" SOLID CONCRETE BLOCK a
aG�P STACKED TWO HIGH (TWO SETS
g�� EACH SIDE OF EXISTING MAIN) ° POUR 8" BASE
�- MINIMUM 12" TO
FORM OR TO
UNDISTURBED AREA
_ WIRE MESH
MIN. 12" FORMED INVERT TO ALLOW FLOW TO
EXISTING PIPE. MAY BE POURED AT
SAME TIME AS BASE
#57 STONE COMPACTED CONCRETE BLOCK CUT AND REMOVE TOP HALF OF PIPE
6x6-W8xW8 WOVEN WIRE MESH AFTER APPROVED TESTING OR TOHS
BASE UNIT INSTALLMENT INSPECTOR APPROVES
INVERT INSTALLMENT
NOTES:
1. DOGHOUSE OPENINGS IN PRECAST UNITS SHALL HAVE A RADIUS
OF 4 TO 8 INCHES LARGER THAN THE EXISTING PIPE DIAMETER.
2. CAST -IN -PLACE CONCRETE SHALL BE 4000 PSI, PER ASTM C-94.
3. ALL PRECAST MANHOLE COMPONENTS SHALL MEET ASTM C-478.
4. BENCH SHALL SLOPE UPWARD FROM THE SPRINGLINE TO THE
PROJECTED LEVEL OF THE PIPE CROWN OR 8 INCHES ABOVE THE
SPRINGLINE, WHICHEVER IS LESS.
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: H8728
STANDARD PRECAST CONCRETE DOGHOUSE MANHOLE Holly
DA TE REVISIONS � � � Springs
TOWN OF HOLLY SPRINGS ENGINEERING DEPA R TMEN T Discover The Source,
STANDARD MANHOLE
R' 1
RING AND COVER
_ _ _
MAX 20"
} 12"
MAX i
a.
MANHOLE BREAK POINT
1
2 -O" <...
I e}
USE FOUR 3/8 INCH ANCHOR
a:
<
e
BOL IS TO BOLT FRAME
s °.
ECCENTRIC TAPER a
p
TO SPACER. USE ROPE
;:
UNIT
MAS77C SEAL BETWEEN
FRAME AND SPACER.
- - - - - - -
SEE STANDARD DETAIL FOR MANHOLE.
STEPS MAY NOT BE LOCATED ABOVE
THE INFLUENT OR EFFLUENT PIPE
- - - - - - -
4' DIA
OR
5' DlA
ALL LIFT HOLES WHICH COMPLETELY PENETRATE
O-RING JOINT
THE MANHOLE SHALL BE FILLED WITH NON -
OR BUTYL RUBBER JOINT
SHRINKING GROUT.
1 =4" TYR
a
.a
°
RISER
° d
UNIT
° 8" WIDTH MAS77C ASPHALT WRAP TO BE
5"
� APPLIED TO ALL JOINTS
BASE UNIT
SOLID CONCRETE BLOCK/BRICK & MORTAR
INVERT OR PRECAST INVERT MEE77NG�.
,,ko
-
SPECIFICA 17ONS
a
PIPE
6"
NOTES
6" BEDDING
1. ANY MANHOLE OVER 20' IN DEPTH SHALL BE 5' IN DIAMETER.
2. NO FLAT TOPS ALLOWED.
DRAWING NOT TO SCALE
STANDARD PRECAST CONCRETE MANHOLE
STANDARD DETAIL NUMBER: Hs7os
�,�Holly
DA TE
REVISIONS
, - 1 Springs
e Discover The Source.
TOWN OF HOLLY SPRINGS ENGINEERING DEPA R TMEN T
STANDARD M.H. RING AND COVER
LABELED APPROPRIATELY
S7EPS AT 16" ON CENTER
(ONLY INSTALLED WHEN \
DEPTH EXCEEDS 3)
K T l
" x 4' x 0'-8" LG.
w/ 2- 0 HOLES
(2 REQ'D)
BRASS 1-2 x 2 x # (LENGTH
DEPENDENT ON MANHOLE
DIAMETER & SIZE OF VALVE)
A
w/ J70 x I" LG. SLOTTED
FINISHED GRADE HOLE
(VAR/ES)
BRASS L2 x 2 x # (LENGTH
DEPENDENT ON SIZE OF
VALVE) w/ 4- 90 HOLES
4
<
}0 CONC. EXP.
i
`a
4' PRECAST ANCHORS (2 EA. PLATE)
CONC. MANHOLE NOTE
�.
2" BRASS AIR/VACUUM VALVE SUPPORT ANGLES TO BE
POS177ONED OPPOSITE
24' MIN
`°
MANHOLE OPENING.
4" THK. X 1j" WIDE BRASS FLAT BAR (LENGTH
`
AS DETERMINED BY VALVE BODY DIAMETER)
PLAN
R" x 4" x 0'-8" LG. w/ 2-
J"0 HOLES (2 REQ'D)
J70 CONC. EXP.
ANCHORS (2 EA PLATE)
• '�
BRASS 1-2 x 2 x i (LENGTH
0 12
2" FLOOR
DRAIN
TYPICAL SECTION
4" THK. X 1}" WIDE BRASS FLAT
BAR (LENGTH AS DETERMINED BY
VALVE BODY DIAMETER)
.1-AIR/VACUUM VALVE
BRASS TAPPING SADDLE
MANHOLE OPENING
ABOVE
BRASS0 BOLT, NUT,
& WASHER (4 REQ'D)
DIP MAIN (WATER) OR C900
PVC (RECLAIMED)
DEPENDENT ON MANHOLE DIAMETER &
NOTES:
SIZE OF VALVE) w/ 10 x 1" LG.
SLOTTED HOLE
1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS
2" THO. BRASS BALL VALVE
AIR VALVE.
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE
2" BRASS NIPPLE (TYP.)
BRASS OR BRONZE UNLESS NOTED.
DIP MAIN (WATER) OR C900 PVC
(RECLAIMED)
3. MANHOLE STEPS SHALL BE PLACED 16" O.C.
BRASS TAPPING SADDLE
4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE
MANHOLES LESS THAN 5' IN DEPTH.
12" No. 57 STONE
TYPICAL CONCRETE F0077NG
(3000 PSI. CONCRETE)
VAL VE BOX
AND COVER
THREADED COUPLING
6" BELOW LID
CONCRETE
DRAWING NOT TO SCALE
STANDARD DE -TAIL NUMBER: HS605 Holly
TEMPORARY BLOW -OFF ASSEMBLY
DA TE REVISIONS i Springs
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT 6 27 z3 FULL SIZE GA IF VAL IERESTRICTIONNOlEADDED �� Discover The Source.
MIN. 1/2" x 1 1/2" LAG BOLTS W/
LEAD SHIELD ANCHORS
CONCRETE ENCASEMENT (POSITION AS SHOWN)
(3000 PSI "I Y) (4 REQUIRED)
CONCRETE ENCASEMENT
d d FINISHED (3000 PSI MlX)
¢ � GRADE
�.Q I ``��� 1/2" MIN. ASPHALT
d
BASE
COURSE - -
I u O
O
18" MIN. I I COMPACTED
BACKFILL
d
A
STD MANHOLE
RING AND COVER
PLAN
+-S7D MANHOLE
SECTION
FINISHED
- 12" MIN
GRADE
d d.
n
BASE
-
COURSE
COMPACTED
BACKFILL
NOTES:
1. ALL MANHOLE COVERS TO HAVE 2 HOLES ONLY.
2. USE SOLID LID ON ALL MANHOLES LOCATED IN LOW AREAS OF
ROAD PROFILE.
3. MANHOLE RING TO BE BOLTED AS SHOWN W/ROPE MASTIC
SEAL BETWEEN FRAME AND SPACER.
4. DOMESTIC MADE IN USA AND MEET H2O LOADING NCDOT NO 840.54. DRAWING NOT TO SCALE
STANDARD MANHOLE RING AND COVER ENCASEMENT STANDARD DETAIL NUMBER: H8710 Holly
FOR MANHOLES LOCATED IN PAVED AREAS DA TE REVISIONS Springs
TOWN OF HOLLY SPRINGS ENGINEERING DEPA R TMEN T 7124109 U� Discover The Source.
I II
I II
I II
I� II
I� II
I� II
a
IQ II
CO
h
Im II
I
5' �00"
I II
I� II
IN I I
I� II
o
IW II
K5
PLAN VIEW
NOTES:
1. SIDEPATH SHALL BE 6" DEPTH AT ALL DRIVEWAYS.
2. SIDEPATH SHALL BE 6" DEPTH AT ALL HANDICAP RAMPS.
3. TRANSVERSE EXPANSION JOINT TO BE A MAX OF 50 FEET.
* VARIES - SEE APPROVED PROJECT PLANS
EXIS77NG 2 =6"
CURB AND GUTTER GRASS UTILITY S7RIP
PROPOSED SIDEPA 7H
1/2" / ft 1/4" / ft. (GONG. 3000 PSI)
COMPACTED SOIL TO A DENSITY
VARIES OF NO LESS THAN 957
TYPICAL SECTION
SIDEPATH SURFACE
4.. 1/4„
1/8" RAD. 112 \
JOINT FILLER
TRANSVERSE EXPANSION JOINT
1' RAISED
LETTERING
WATER
7/16'
VALVE BOX
COVER
0 7-5/l6'
2'
6'
1-3/ 1/2'
1-1/2'
0 4-3/8'
(PAVED AREAS)
Tm.. nNISH£D GRADE 8-9/16' 12 THICKNESS 1-2,
7YP. nN/SHED GRAD£ /N UNPAVED AREAS
/N PAVED AREAS 7-9/16' H OR HB BITUMINOUS
7-1/2" MIN. CONCRETE
6-5/16'
-- - ---� XD/A.
1-1 2"
...... ... I ... III=III=III-I I 2-1/16'
d d
............ '.'��'.'..'.'.'...'.'. (UNPAVED AREAS)
..
BASE COURSE CONCRETE 16' ° d
... .... ........ ':'.'.'.'.'.'. .. ENCASEMENT 13-11/16' ° d°
(PAVED AREAS) <
12" THICKNESS CONCRETE..... AT 3000 P.S./. 41
OR /-2, H OR HS B/fUMINOUS.' d CONCRETE
°
CONCRETE ... .. .. ........ VALVE BOX a ,a ENCASEMENT
t AT 3000 P.S/.
° VAL VE BOX
.. ... ..
........ ..
.. .. .. .. .. ... ..6-1/16' COVER
TAMPED BACKFILL
.... .................. ...... ...'.....
NOTE TO CON.17rACAV.<' ' ' ' ' '=' ..... ..'.' TAMPED BACKRLL / ° °
VALVE BOX, SHOULD- NO T'.'.'.'.'.'.'.'.'.... ............... _ .
L 711
CONTACT MATN'OR.'VALVE.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.................'.'.'. .
................. _
IrwilPLAN
MAIN VALVE
NOTES:
1. D.I.P. SHALL BE USED FOR VALVE BOX EXTENSIONS.
TAMPED eACKr7LL 2. VALVE OPERATING NUT MUST BE EXTENDED SO
.... . .. . . .. . . .. . ............. THAT THE DEPTH IS NO GREATER THAN 5' FROM
............... .....
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
BLOCK DOT RATED SOLID 3000 PSI 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED
SECTION OUTSIDE OF PAVED AREAS.
4. DOMESTIC MADE IN USA.
DRAWING NOT TO SCALE
STANDARD VALVE BOX INSTALLATION STANDARD DETAIL NUMBER: HSsrn 'Holly
DA TE REVISIONS � Springs
TOWN OF HOLL Y SPRINGS ENGINEERING DEPA R TMEN T Discover The Source,
5-0" MAX.
50 -0" SINGLE VAL VE MAX.
(IF EXCEEDS MAX D/STANCE NEED ADD/770NAL VAL VE 5' MAX FROM HYDRANT)
_ 5 -O" MIN.
5" Stortz connection installed by the
manufacturer and part of the hydrant
assembly. (No adapters allowed). \
Q 5N NO1ES.
HYDRANT TO BE
PLACED WITH PUMPER NOZZLE
FACING THE CLOSEST CURB.
:......: ..... = W MINIMUM OF 8 C.F.
=I I °' 3/4" BRIDLE ROD & ROD COLLAR III k NO. 57 STONE
♦=I I I I I MAIN MECYANICAL JOINT •'.•'?
..:.....�,.:'.
III 2=0". 6" GATE VALVE
MAX. CONCRETE BLOCKING
MAIN LINE DUC77LE IRON PIPE MIN. 1/3 C. Y. AT
TEE NOTES: 3000 P. S. 1.
1. TOP OF BLOCKING TO BE 2" FROM
CONCRETE THRUST BLOCK HYDRANT WEEP HOLES.
1/3 C.Y. AT 3000 PS/ 2. HYDRANTS SHALL BE YELLOW IN COLOR
(SHERWIN WILLIAMS PRO INDUSTRIAL
URETHANE ALKYD ENAMEL SAFETY YELLOW
B54 Y157) DRAWING NOT TO SCALE
STANDARD HYDRANT INSTALLATION STANDARD DE -TAIL NUMBER. HS622Holly
DA TE REVISIONS OU,_ Springs
11 21 ��
Discover The Source
STANDARD MANHOLE RING
AND COVER
d \ a dt F STANDARD PRECAST MANHOLE
CAST OR DUCTILE IRON
A PIPE CROSS WITH DIAGONAL CUT-OUT
(MIN) FOR EASY CLEAN OUT ACCESS
5' 0" DIA. CLASS AWWA-C110
d4.
J
�✓ I I
(MIN)
2 -0 II GROUT
STAINLESS BOL T.4' °
STRAPS
a a DUC77LE IRON PIPE
<. CLASS AWWA-C151
a. CAST OR DUCTILE
IRON 90' BEND
..........
....
..........
d d <
3"
FORMED WITH PRECAST INVERT 4" CONCRETE BLOCK
OR CONSTRUCT INVERT WITH
CONCRETE GROUT.
NOTES:
1. PIPE SIZE FOR DROP TO EQUAL TO
INFLOW SEWER PIPE SIZE.
2. MECH.
JOINT OR PUSH- ON
FITTINGS,
ALL BELL, TO BE USED.
3. CORE
OR DRILL ALL HOLES FOR
PIPE AND
BOLTS.
4. DROP
MANHOLE MANDATORY WHEN
DIFFERENTIAL BETWEEN INVERTS IS
GREATER
THAN 12".
5. STAINLESS STEEL STRAPS SHALL BE
USED ON
ALL DROPS GREATER THAN 5
FEET AT
18 INCH INTERVALS.
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0511912023
D RAW N BY
T. MORRISO/V
DESIGNED BY
B. MCLAMB
CHECKED BY
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SCALE
AS SHOWN
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COMBINATION AIR VALVE MANHOLE FOR RECLAIM AND WATER MAINS
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
L
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER.•HS1101 & HS610 `Holly
DA TE REVISIONS Springs
1 422 1
Discover The Source.
CONCRETE SIDEPATH
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS380 Holly
DA TE REVISIONS Springs
3121
Discover The So
STANDARD INSIDE DROP MANHOLE
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER. H8707 Holly
DA TE REVISIONS (�„ Springs
516115
�� Discover The Source.
JOB NO.
54318
SHEET NO.
C7.1

VARIABLE
^r ROADWAY WIDTH
ROADWAY CROSS PIPE TYPICAL SECTION
VARIABLE SLOPE 3" _ VARIABLE gL0_P
4 E' 4
6" MAX. 1� --------- 3r1 r-- ------ -- �1 6" MAX.
f,' JOINT %' �D B A
A B jlD�� FILLER
1 1
L_
__ li ♦1--- -----
r� L Tb _I Te PIPE 3" PIPE T3 Tb L
e
GROOVE INSTALLATION TONGUE INSTALLATION
W D '
..
r ,
T Te I L PIPE „
L S L
PLAN VIEW
SIDE VIEW
6 rr
�.W-I
END VIEW
END TREATMENT DIMENSIONS
D
L
W
Ts
Tb
Te
A
B
1811
W-O"
23"
4"
4"
6"
211/4"
25"
24"
8'-2"
30"
411
411
6"
27%8"
32"
30"
10'-4"
37rr
4"
4"
6r1
335/8"
39"
ISOMETRIC VIEW
NOTES:
1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9"
EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
2. CHAMFER ALL EXPOSED CORNERS 3/4"
EMERGENCY SPILLWAY CONSTRUCTED OVER
UNDISTURBED GROUND AND ARMORED
DIMENSIONS ELEV.
WITH RIP RAP - -�
EMERGENCY SPILLWAY
TOP OF DAM WIDTH
(�
I SEDIMENT
TRAP
ANTI -SEEP COLLAR
RIP RAP DISSIPATER PAD
DISSIPATER PAD
ANTI -FLOATATION DEVICE
\
'.
RIP RAP
TOP OF RISER
\
OUTLET PIPE INVERT IN
\
:•- 'r= ' '•
OUTLET PIPE INVERT OUT
SEDIMENT STORAGE AREA
J
OUTLET PIPE
EARTH DAM
CMP/ or RCP RISER
PLAN
VIEW
PAINTED RED CLEANOUT MARK
LOCATED HALFWAY UP RISER PIPE
WATER LEVEL DURING STORM SKIMMER-,,,
SEDIMENT STORAGE
.,.AREA GRAVEL
FILTER-
-I I � i I=IF l=l -I � c
STONE PAD-- -11 I'' II'"I I
DESIGN ENGINEER MUST SIGN (3'X3'X1'D)
AND SEAL BASIN DESIGN BELOW GATE VALVE OR ORIFICE
ANTI -FLOATATION DEVICE
TRASH RACK
1'-0" MINIMUM FREEBOARD
TOP OF DAM
EMERGENCY SPILLWAY ELEVATION
-1- MINIMUM SLOPES 2-1/2 1
EARTH DAM 1I-
ANTI -SEEP COLLAR
CMP/ or RCP OUTLET PIPE
CROSS SECTION
STANDARD RISER -BARREL SEDIMENT BASIN (WITH SKIMMER)
TOWN OF HOLLY SPRINGS ENGINEERING DEPAR TMEN T
STEEP CUT OR FILL S
UPSLOPE TOE
SIDE SLOPES
2 1 (MAX.)
DISSIPATER PAD RIP RAP
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SHEET 1 OF 1
310.03
LENGTHS OF WIRE
NOTES:
1. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT
AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET.
2. SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
I _
WASTE MATERIAL -COMPACT,
VAR. SEED & MULCH AFTER
-I Oa,~`r 2' - 10' CONSTRUCTION OF DITCH
2 VAR.01
�pf I I III
-I I IM x 2 �111-III- I
18
CROSS SECTIONAL VIEW
TEMP ORA R Y SIL T DITCH
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
BOTTOM ANCHORI
NCHORED ON BOTH ENDS
BAFFLE INSTALLATION - STEP 1
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND.
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH FABRIC.
4. 4' MAX BETWEEN POSTS.
5. CLEAN OUT WHEN 1/2 FULL.
6. 700-900 GRAMS PER SO. METER COIR FABRIC.
7. STONE PAD INSTALLED AT LOCATION SKIMMER SETTLES (3'X3'X1'D).
8. BAFFLES SHALL BE INSTALLED PERPENDICULAR TO FLOW.
UV RESIS
2' MIN.
II I I III I I III I I I III I III I I III I l fI
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS424 Holly
DA TE REVISIONS Springs
7124109 1 Discover The Source.
I- LNbI-'tL I IVL VILVV
FABRIC DETAIL
POROUS BAFFLE INSTALLATION - STEP 2
PIT
MINIMUM REQUIREMENTS FOR EDUCATIONAL SIGNAGE
FOR USE IN CONJUNCTION WITH STRUCTURAL
STORMWATER CONTROL MEASURES PRACTICES
MIN. 18"- MAX. 36"
Stormwater Control
Measure (SCM)
This SCM is designed to treat strormwater
runoff to reduce the risk of flooding and
improve water quality. You can help it function
properly by: not dumping trash or yard waste,
recycling or safely disposing of pet waste, oil
and other chemicals.
MIN.
18"
This SCM is inspected
MAX.
36"
and maintained by:
(Add owner name and
contact information)
FOR QUESTIONS AND CONCERNS
0.5" (TYP.)
PLEASE CONTACT OWNER
Town of Holly Springs Environmental Services
and Stormwater Management Division at (919)
567-4011 or at [e-mail]
0.5" DIA. CENTERED
MOUNTING: MOUNTING HOLES (2)
1. SIGN SHOULD NOT BE OVER 8 FT TALL AT HIGHEST POINT.
2. SIGN SHOULD BE MOUNTED TO A U-CHANNEL POST (ADD SPECS) OR AFFIXED TO FENCE.
NOTE:
1. DECORATIVE SCM EDUCATIONAL SIGNAGE WILL BE REVIEWED ON A CASE BY CASE BASIS.
2. MATERIAL TO BE ALUMINUM, LETTERS TO BE BLACK ON A WHITE BACKGROUND.
3. SIGN SIZE AND MATERIAL MAY BE MODIFIED FOR THE SPECIFIC NEEDS OF THE SCM,
BUT SHOULD BE NO SMALLER THAN 18" X 18" AND NO LARGER THAN 36" X 36".
DRAWING NOT TO SCALE
SCM Educational Signage
STANDARD DETAIL NUMBER: H3437
Holly
DA TE
REVISIONS
(s„ Springs
TOWN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
' 75 '9
Discover The Source.
TABLE 4.2
SEEDING EROSION CONTROL SCHEDULE
SLOPES (3:1 AND 2:1 - NOT MOWED)
DATE
TYPE
PLANTING RATE
MARCH 1 -JUNE
1
SERICEA LESPEDEZA (SCARIFIED),
50
LBS/ACRE
AND
MARCH 1 -
APRIL 15
ADD TALL FESCUE,
120
LBS/ACRE
OR
MARCH 1 -
JUNE 30
ADD WEEPING LOVEGRASS,
10
LBS/ACRE
OR
MARCH 1 -
JUNE 30
ADD HULLED COMMON BERMUDAGRASS
25
LBS/ACRE
JUNE 1 -
SEPTEMBER 1
TALL FESCUE, AND
120
LBS/ACRE
ADD BROWNTOP MILLET,*
25
LBS/ACRE
OR ADD SORGHUM-SUDAN HYBRIDS*
30
LBS/ACRE
SEPTEMBER
1 - MARCH 1
SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED),
70
LBS/ACRE
AND ADD TALL FESCUE,
120
LBS/ACRE
AND ADD ABRUZZI RYE AND ANNUAL RYE
25
LBS/ACRE
For temporary seeding purposes.
Note on maintenance: refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or
other damage.
RIPARIAN AREAS TO BE RESEEDED WITH NATIVE SEED MIX.
DRAWING NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS412 STANDARD DETAIL NUMBER: HS409 STANDARD DETAIL NUMBER: HS430 _ Holly
Holly STANDARD SKIMMER FIL TER BASIN (PLAN VIEWS - Holly SEEDING EROSION CONTROL SCHEDULE - TABLE 4.2
DA TE REVIS�oIVs ell Springs DA TE REVISIONS4116119 , Springs DA TE REVISIONS Springs
Discover The Source. TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT TMEN T TOWN OF HOL Y SPRINGS ENGINEERING DEPA TMEN T
��
\„ Discover The Source. Discover The Source.
2' MIN 2' MIN
COMPACTED
CROSS SECTION
POSITIVE GRADE 1.0% MAX.
- 51AIJILILL UIVLKSIUN UIIL:H
WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
2' MIN.
STEEP CUT OR FILL SLOPE
P LAN VI EW
3 TIMES I.D.
FLAN VILW
SECTION 'A -A'
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
I ILI LI\
FABRIC
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS417 PIPE OUTLET TO FLA T AREA NO WELL-DEFINED CHANNEL STANDARD DETAIL NUMBER: HS427
DI VERSION DI TCH Springs DA TE o9 REVISIoIVs
DA TE REVISIONS (,�,
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T ' 24 09 Discover The Source. TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
TABLE 4.1
SEEDING EROSION CONTROL SCHEDULE
(MAXIMUM SLOPE 3:1)
DATE**
TYPE
PLANTING RATE
AUGUST 15
- NOVEMBER 1
TALL FESCUE OR HARD FESCUE
300
LBS/ACRE
NOVEMBER
1 - MARCH 1
TALL FESCUE AND ABRUZZI RYE OR ANNUAL RYE
300
LBS/ACRE
MARCH 1 -
APRIL 15
TALL FESCUE OR HARD FESCUE
300
LBS/ACRE
MARCH 1 -
JULY 15
HULLED COMMON BERMUDA GRASS
200
LBS/ACRE
OR HYBRID BERMUDA GRASS
OR CENTIPEDE GRASS
OR ZOYSIA GRASS
OR ST. AUGUSTINE GRASS
APRIL 15 -
JUNE 30
WEEPING LOVE GRASS
25
LBS/ACRE
OR BAHIA GRASS
JULY 15 -
AUGUST 15
TALL FESCUE, AND
35
LBS/ACRE
BROWNTOP MILLET OR SORGHUM-SUDAN HYBRID*
*Temporary - Reseed according to optimum season for desired vegetation. Do not allow temporary cover to grow over 12 inches
in height before mowing to keep fescue from being shaded out.
**Seeding dates will vary depending on weather conditions (e.g. temperature, rainfall, etc.)
Note on maintenance: refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or
other damage.
RIPARIAN AREAS TO BE RESEEDED WITH NATIVE GRASS MIX/ VEGETATION
Holl SEEDING EROSION CONTROL SCHEDULE - TABLE 4. / STANDARD DETAIL NUMBER: HS429 'Hollyg
Springs DA TE REVISIONS Springs
rin s
Discover The s°arcs. TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T 9 2' '6 Discover The Source.
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INTERMEDIATE
BURY WIRE FENCE AND HARDWARE CLOTH II BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
(ESPECIALL Y IMPORTANT WHERE WETNESS IS ANTICIPA TED)
LINE WIRES >00 WIRES
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1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
H
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NOTES.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
W
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A. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS IS TO BE PROVIDED.
AREAS OF CONCENTRATED FLOW.
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B. ENTRANCES SHOULD BE LOCH TED TO PROVIDE FOR MAXIMUM UTILIZA TION BY ALL CONSTRUCTION TRUCKS.
2. UV RESISTANT SILT FENCE FABRIC MUST BE
USED LQ ORANGE SILT FENCE PERMITTED.
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FRONT VIEW II
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PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
* FOR REPAIR OF SILT
BURY WIRE FENCE,
D. ANY MA TERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIA TEL Y.
FENCE FAILURES,
USE No. 57 WASHED
I I FILTER FABRIC,
AND HARDWARE
STONE. SILT FENCE
SHOULD NOT BE
U CLOTH IN TRENCH
STEEL FENCE POST
Uj
USED AS INLET
SET MAX 2' APART
0
DRAWING NOT TO SCALE
PROTECTION AROUND
CATCH BASINS. DRAWING NOT TO SCALE
MIN. 16" INTO SOLI
GROUND DRAWING NOT TO SCALE
o
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CONSTRUCTION ENTRANCE
STANDARD DETAIL NUMBER: H8432
Holly
STANDARD TEMPORARY S/L T FENCE
STANDARD DETA/L NUMBER. HS401
S/L T FE/VCE OUTLET
STANDARD DETA/L NUMBER: HS404
_°Holly
DA81JOT s
REVISIONS
DATE
REVISIONS
DA TE
REVISIONS
, Springs
Discover The Source
ay,``Holly
Springs
Springs
p
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
' 24 09
Discover The Source.
' 6 "
!
Discover The Source.
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TOP ELEVATION OF STORMWATER 0.5'-1'
DATE
s' MAX.
STEEL POST VARIABLE AS DIRECTED BY THE ENGINEER
1� ----------------------------------------------------------------------------------------------- -- ..
r 12" #57 WASHED 1 MAX.
STONE
0511912023
Mfl
1 VARIES
SCREEN ACCESSIBLE THROUGH DOOR
(2' MAX AT CENTER)
DRAWN BY
WOVEN WIRE FABRIC L L
L TREE PROTECTION AREA L L
VENT
EXISTING SLOPE _ _ _
FE
BARRICADE FABRIC MIN. 12-1 /2 GA.
L L L DO NOT ENTER L L INTERMEDIATE
NOTE:
=I1 III I I I
T. MORRISO/V
= MIN. 10 GA. WIRES
0 o LINE WIRES L L L L
SKIMMER IS TO BE A SURFACE DEWATERING
DEVICE SUCH AS BMP SKIMMER OR APPROVED
CLASS B RIP -RAP FILTER FABRIC
DESIGNED BY
I 3
L L L L
DEVICE.
VARIES
•
r7 N L L L L L L
B. MCLAMB
•
n GRADE L L L L L L L L GRADE
SIDE VIEW
•
CHECKED BY
10
•0
B HALL
N ORANGE, UV RESISTANT,
HIGH - TENSIL STRENGTH,
EXISTING SLOPES
SCALE
POLY BARRICADE FABRIC (TYPICAL)
•
AS SHOWN
71
VARIES
FLOAT
Ir,l�l
- IIIr-=
SIDE VIEW FRONT VIEW
FLEXIBLE JOINTI
II�II-
II 11111= "
(RADIATOR HOSE)
ICI"` 6"-1'
-
H�
40"�
-I
I
NOTES:
1. NO ORANGE SILT FENCE PERMITTED.
4'
2. ORANGE, UV RESISTANT, HIGH-TENSIL STRENGTH, POLY BARRICADE FABRIC MUST BE USED. 3• TREE PROTECTION AREA
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
w :WEIR' • � ; KEYED RIP RAP
CL
4" 18"
BARREL PIPE LONGER THAN SHOWN.
3. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. a' DO NOT ENTER
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
_
I ITIT �I-, #57 WASHED STONE (SAME SEE ELEVATION
NOTE 3)
4. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
5. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. WARNING SIGN DETAIL
6. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FRONT VIEW ------------
7. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
NOTES: EXISTING SLOPE --------------------
1. HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. STEP SEQUENCE
9. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
U_
3. TOP OF DOWNHILL CHECK DAM IS TO BE SAME
10. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
ELEVATION OF BOTTOM OF UPHILL CHECK DAM.
7
L
11. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. DRAWING NOT TO SCALE
DRAWING NOT TO SCALE
DRAWING NOT TO SCALE
0 z
STANDARD TREE PROTECTION DETAIL
STANDARD DETAIL NUMBER.•HS403
° Holly
Springs
STANDARD SKIMMER DETAIL
STANDARD DETAIL NUMBER: HS411
- Holly
i Springs
CHECK DAM
STANDARD DETAIL NUMBER: HS413
_ Holly
`� Springs
DATE
REVISIONS
DATE
REVISIONS
DA TE
REVISIONS
7124109
!
TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT
7124109
Discover The Source.
TOWN OF HOL L Y SPRINGS ENGINEERING DEPARTMENT
9 21 16
�\� Discover The Source.
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
Discover The Source.
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NOTE: PLAN�
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4 5' RETRIEVAL SKIMMER DETAIL COIR FABRIC (TYPICAL)
CONTRACTOR SHALL FOLLOW CONSTRUCTION
DRAWINGS.
PUMP ZONE
PROTECT WEIR WITH ROPE (SEE DETAIL HS411) (SEE SHEET 1)
SEQUENCE AS NOTED ON CONTRACT
z
UV RESISTANT TARP WEIR 18"
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DISCHARGE WITH ACTIVE WORK ZONE
STABLE OUTLET REFER TO PLANS SUMP HOLE
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NOTES: 6" STONE APRON STONE PAD
WEIR DETAIL (3'x3'x1'D)��'�
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1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.r
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2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO TOWN SPECIFICATIONS.
CLASS 1 RIP RAP, NJ BARRIER
I
DESIGN OF SPILLWAYS
DRAINAGE AREA WEIR LENGTHI
-? T RlAL
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2 6.0
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DISCHARGE
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HOSE
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4 10.0 DITCH AND BURY
5 12.0 TARP EDGE
UV RESISTANT TARP
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1 DIMENSIONS SHOWN ARE MINIMUM WEIR LENGTH (MIN. 12" OF FABRIC)
O Ja Tau. fT ^��J � SEE PROFILE FOR
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SPECIAL AS NEEDED _ DIVERSION PUMP
- - -
Q
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
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STILLING BASIN RAW PUMP
WITH ROCK PAD BASE FLOW
O
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
-�
NOTES:
O
THE GRAVEL FACING.
RAT'5 1
1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY
2. ROCK SILT SCREENS REQUIRED FOR PUMP AROUND OPERATIONS ARE
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS
SANDBAGS, CLASS 1 RIP
A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT To
OR ETHER NON -ERODIBLE
CONSIDERED INCIDENTAL TO PUMPING
-
SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
MATERIAL
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL FOR ENERGY
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER CONSTRUCTION WITH SEEDING.
DISSIPATION AND 45' ELBOW INSTALLATION AT THE END OF THE PIPING SO
THAT THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL
JOB NO.
SYOT IETIC FILTER FABRIC
COFFER DAM
BE APPROVED BY THE DESIGNER PRIOR TO PUMPING.
54318
STANDARD SKIMMER F/L TER BASIN (PROFILE VIEW
STANDARD DETA/L NUMBER: HS410
_ €� Holly
Springs
DA TE
REVISIONS
SHEET No.
C7.3
TYPICAL PUMP AROUND N.T.S.
TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT
416 79
�� Discover The Source.
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U UU
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0
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L

DEWATERING
CONCRETE BLOCK
lei
CONSTRUCTION SPECIFICATIONS / v � v IV -_Idli -�
0
49d)090)000-..o0o
o � 9 o
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL -� O ° °�00h0' > ( 3D
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED -�
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS. WIRE SCREEN
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL POOL DEWATERING
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. I
-T-------------------------------
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP _ 16"
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 1' MIN. �0 0 --
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED 2' MAX. o o �: ....
STONE IS RECOMMENDED. _ _ -
I III III III-
r
11 111 IEI I M I M I I -I I I -I I I -I I I
1 I, II 11=1 11=1 11=1 11=1 11=
-I 11-1 I I, � I 111=1 11=111 .:
SEDIMENT
_III -III a
BLOCK AND GRA VEL DROP INLET PRO TEC TION
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
3000 PSI S❑LID CONCRETE
SHALL BE USED AS F❑❑TING FOR
DUCTILE IR❑N PIPE.
t
TAF
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS421
DA TE I REVISIONS
ATE/TAPPING VALVE
TOP VIEW
SIDE VIEW
/E
ITTING
Holly
Springs
Discover The Source.
V
49,5Ej."'('-.00O0
6 0
-�
STANDARD METAL POSTS 2'-0" IN GROUND
MAX DISTANCE BETWEEN POSTS 2'.
- GALVINIZED
HARDWARD WIRE
EXTENDS TO
TOP OF BOX
0
° °mac'
---
- # 57 WASHED STONE PLACED TO A HEIGHT
OF 12"-18" MIN. ABOVE TOP OF BOX
DRAWING NOT TO SCALE
STANDARD CA TCH BASIN/YARD INLET PROTECTION STANDARD DETAIL NUMBER.- HS422e��
Holly
DA TE REVISIONS Springs
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T 912116
Discover The Source.
APPROVED SEDIMENT FILTERING DEVICE
(SEDIMENT FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
FILTER BAG TO STREAM. DISCHARGE HOSES
r P
DEWATERING PUMP INTAKE HOSE
DISCHARGE ONTO
STABLE RIPRAP P
PAD TO PREVENT :
K
SCOUR HOLE
N
MB
A
/
FLW
FLOW SEDIMENT INTAKE CLEAN WATER
-�...� HOSE SUMP -HOLE FOR POOL
DIKE---,.4,DIKE (12" TO 18" DEEP, 2-FT DIAMETER)
M.
I� WORK AREA LENGTH NOT TO EXCEED THAT �I
WHICH CAN BE COMPLETED IN ONE DAY
TEMPORARY PUMP AROUND SEQUENCE
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP -STREAM SANDBAG DAM.
3. INSTALL DOWN -STREAM SANDBAG DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
NOTES:
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
TEMPORARY PUMP AROUND
DRAWING NOT TO SCALE I
4" - 24 STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY STANDARD DETAIL NUMBER: HS628 _ Holly
DATE I REVISIONS ,} Springs
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT a so 's 1 Discover The Source.
z z
0 TOP OF FILL TOP OF FILL TOP OF FILL O
CO
NOTES: Q H Q
Q< Q<�
* ZOC=U Z =U
W1 (FT.)
ELEVATION
W2 (FT.
PLAN
„r
FOR�BARVSIZE
D 6" THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING fI C3
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, w J �F-1 Z GROUND LINE H GROUND LINE H GROUND LINE
- - - - - - - - - - - - - - H- - - - LL J w 1--i z
838.39, 838.51, 838.57, 838.63 AND 838.69. 0 0 C/7 = O 0 Cn 2
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q Z LL
Q = w=rn_n=nr_ am=m=rumour= m=maer_ur= =m=ur_w�ur_ ru �rnser_nr= =ur_m_w�ur_ LLJ Q Q LL
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. F- U Cr O (.3 !' - _' 711 �' Q U O C3
"' "' F-
F-1 a nr nr n 4
* USE 4000 PSI CONCRETE. _ ~ Z w - COMPACT AFTER - COMPACT AFTER F _ z
"' PIPE IS PLACED ' - - - 'I" r - _ - '�' PIPE IS PLACED w
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 U LL O J = - = _ - = U O J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING 0 F1 Q "' u PLACEMENT OF " �� PLACEMENT OF O Q
LL
j TYPE 2 "' r & PRIOR TO Cr I--1
° I TO ASTM A185 WITH 2" MIN. CLEARANCE. FILL - •rrr GEOTEXTILE - �_� FILL z fU-I
H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH ap H H I.D./6 MCL NOT IN. "r 00 H
* OSHA STANDARD 1926.704. r w0 I.D./6 MIN. rp'- ,=rrr'rrr_rrr�rrI= rrr�rusrrrm THANL6SS rr -rrr=rrr=-rn=rrr =ar- EARTH T w0
1 I.D./6 MIN. - r= _ _ urErrr =rri �
H1 PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY r 0 NOT LESS THAN 6" 0. D. + 3' NOT LESS THAN 6" 2" PER F007 OF �1�
r 0
CONTRACTOR BUT NOT LESS THAN
- * ROCK O.D. + 3' NOR MORE THAN 24" 0. D. + 3'
ALL ELEMENTS PRECAST TO MEET ASTM C913. NORMAL EARTH FOUNDATION AS DIRECTED By ENGR.
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR ROCK FOUNDATION
1' -0" * UNSUITABLE MATERIAL FOUNDATION
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. PIPE IN TRENCH
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1
8" O C (TYP ) TOP OF FILL TOP OF FILL TOP OF FILL
°Qo���6OQpppp06�0
1/2 DIAMETER OF PIPE COARSE AGGREGATE (#57) EARTH FILL COVERED BY
OR 12" WHICHEVER IS 6" DEEP CLASS B RIPRAP OR SURGE STONE o ��.• SSSIO �oo
GREATER 7 o
° q SEAL ;
FILTER FABRIC 0 a 34 74 0
fl 03 2�02233�:
O I o •. � F .l' - ,Qoo
CAPACITY OF PIPE CULVERTS I i II I I I 1-
TOGETHER = BANK FULL FLOW
`:::::::.: FLOW
ELEVATION EARTH FILL COVERED BY
CLASS B RIPRAP OR
SURGE STONE
.. :.
COARSE AGGREGATE o c
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N E
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O .O O O.. O O O. 00 OO O O O O Q O ° .� O O O O U a N Z Z Z Z Z
0 0 0 00 ° 0 0 O O 00 0 0 0 0 0 0 0 O 0c 00 O 0Y w __j W W W W W
00 0 °o 0 00 O 0 ° 0. 0. ° 00 00 �U. °0 Z
0 ° O..o 0 0 O O 0 O. oo CD
° 0. 0 .0 O O .. o O o 0 LLJ N ri O���� �
000 O 00 00 a 00 O 000o OC;°0 0 0° o o 0 °O o0 O a= 00 0 0 0 0 O
0 0.0 0 0 0 O O° 0 .o O° O o°° O ° 0.p O o 0 0 O oo: C� N a; °; a U U U U U
0 0 o O°°0°0o Oo op°0 0.0O o OO, p° 00 ° ° 0o zLU Cr tY ZZZZ Z
0 0. 0 p °� °0 O Q p 0 o O O °O O° o O o� O °b° a x U
o° O o O o o O ° O00 ° Q -aQ W 0 0 0 0 O
8�00 0 o p
z
U) rn W W W W W
_ O a a a a a
H .E U) U7 U7 U7 U7 U7
00 25 STREAM CHANNEL;" 25 �` o Lu O O O O O
MINIMUM MINIMUM U) U) U) U) U)
TOP OF BANK TOP OF BANK Lr' °J' > > > > >
LU
���� Lu
P LAN
TEMPORARY STREAM CROSSING
TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT
DRAWING NOT TO SCALE
STANDARD DETAIL NUMBER: HS418 Ho
lly
DA TE REVISIONS _ Springs
7124109
\�
Discover The Source,
10'-0" MIN.
HIGH
A COHESIVE &
LOW FILTRATION
SOIL BERM 10 MIL
PLASTIC
SANDBAGS (TYP.) LINING
OCD
O O OR STAPLES SIDE SLOPE
(TYP.) SANDBAGS (TYP.)
O O OR STAPLES
HIGH
10'-0" MIN. I COHESIVE &
O I O 3'-Q„ O LOW FILTRATION
26" SOIL BERM
O O
X' MAX
<0o O O 2'_0°° 8„
I ,I 2,-0„
/_V \/ y V\
SECTION A -A
A
PLAN Notes:
1. Actual Location Determined In Field.
CLEARLY MARKED SIGNAGE 2. 2. The Concrete Washout Structures Shall Be
NOTING DEVICE (18"X24" MIN.)
CONCRETE Maintained When The Liquid And/Or Solid
Reaches 75% Of The Structures Capacity To
WASHOUT provide adequate holding Capacity With A
Minimum 12 Inches Of Freeboard.
3. 3. Concrete Washout Structure Needs To Be
Clearly Marked With Signage Noting Device.
DRAWING NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE STANDARD DETAIL NUMBER. HS436 Holly
A A
V V_L'�
DA TE REVISIONS (,, _ Springs
TOWN OF- HOLLY SPRINGS ENGINEERING DEPAR TMEN T 4 6 " �wc Discover The Source.
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 2/3 x 1/2 corrugation **
Diameter Minimum cover Maximum Height of Cover (fleet)
inches inches Ga 16 14 12 10 8
�� �� ( } - -
12 12 204 256
15 12 162 204
18 12 135 169 239
21 12 115 145 204
24 12 100 126 178
30 12 79 100 142
36 12 65 83 117 152
42 12 55 70 100 130 160
48 12 48 61 87 113 139
54 12 54 77 100 123
60 12 69 90 111
66 12 81 100
72 12 74 91
78 12 81
J REFER TO CHART Z 84 12 69
FOR BAR SIZE w O
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS J y 0
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTIONCr
SIDE TO INCREASE THIS BAR SIZE AS NEEDED. LL Q o H H H LL a
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
1 #5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
CD 3 0) - CD J
H Z GROUND LINE GROUND LINE ZUJ Q
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D.
W
Q d GROUND LINE - _ - _ - - _ TYPE 2 _ - - _ - _ - r
H o - - --� :1 �• - GEOTEXTILE •1 �• Q
aC LU , , Z W HOPE * (Minimum fill) 2' for pipe diameters >_ 12" and < 60"
0 -"'-"_"'=' "_"'_"' 0 * (Maximum fill) 20' for pipe diameters <_ 24"
=M-ur=r •.=rrGrn=rn _rn=W=ru 7•. _ COMPACT AFTER T.•.••... ..
0 ~ N - _ -PIPE IS PLACED „r 0 ~ 17' for pipe diameters >_ 30" and <- 60"
W r` _ _ & PRIOR TO W
0 � I.D./6 MIN. •. _ PLACEMENT OF - • •• - 0
QNOT LESS THAN 6" ur_rn=nr=rn=ur_ ur_rn_ur FILLur=rn=rp_ru=ur_ ,q_rrr_rn Q a 0 PVC - * (Minimum fill) 2' for pipe diameters >_ 12" and -< 36"
I.D./6 MIN. �AS DIRECTED 0 * (Maximum fill) 30' for pipe diameters >_ 12" and -< 36"
Z Z = NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
COMPACT AFTER O.D. + 2' NOT LESSTHAN6" O.D.+ 2' Q ~ 1--1
Q O � PIPE IS PLACED
F- & PRIOR TO 1/2" PER FOOT OF 'H' I- Q. I=
U) N PLACEMENT OF BUT NOT LESS THAN 12" U) * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION LPL TO THE BOTTOM OF THE PAVEMENT STRUCTURE
>" II-_ T PIPE ABOVE GROUND �" O
Round Corrugated Aluminum Pipe
2 2/3 x %2 corrugation **
Diameter Minimum cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 8
12 12 123 155 218 281 344
15 12 98 123 174 224 275
18 12 81 102 144 187 228
21 12 69 87 123 160 195
24 12 60 76 108 139 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 50 74
60 12 50 62
66 12 51
72 12 41
* FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP - AASHTO M196
HOPE - AASHTO M294
PVC ASTM F949 or AASHTO M304
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
< _j
Q
9
RIGID PIPE
0 0
Q v H
GENERAL NOTES:
0 G
Q O
LU U)I.D.
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
= THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
RCP - * Minimum fill) 1' for Class IV & CLASS V
( )
0
2' for Class III & Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
=
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE
WrE
O
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
* (Maximum fill) 10' - Class II pipe
® BELOW SPRINGLINE.
2O' - Class III pipe
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
OF THE EMBANKMENT AT THAT POINT.
30' - Class IV pipe
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
®
40' - Class V pipe
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
nFrrr- rrr-rr UNDISTURBED EARTH MATERIAL
(For fills > 40' & < 80' use LRFD Direct Design Method)
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
ACCOMPLISH COMPACTION.11
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
SHEET 1 OF 1
SHEET 2 OF 3
3p.pO
838.80
OO.O1
300.01
RCP - AASHTO M170
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
z
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300.01
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to 00 O O i
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DATE
0511912023
D R.AW N BY
T. 1V0RRIS01V
DESIGNED BY
B. MCLAMB
CHECKED BY
B HALL
SCALE
AS SHOWN
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54318
SHEET NO.
C7.4
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L-

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
1.1.02 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. Designs
C. Street Crossing
D. Hose Bibs
E. Rain Sensors
11.05 TESTING AND INSPECTION
A. General
B. Testing
C. Inspection
D. Cross Connection Control
,►►►i►ii1'fI/�f`
1.1.06 REPAIR OF RECLAIMED WATER SYSTEM
2015 ED&CS 1 t-1 Supp ii 9 Dec. 2023

11.00 GENERAL
A. All aspects of the design and construction of any portion of the reclaimed water
distribution system shall, at a minimum, meet the requirements of the North
Carolina Department of Environmental Quality (NCDEQ) Division of Water
Resources (DWR). Requirements presented in the Town of Holly Springs
Standard Specifications hereunder that are more restrictive or go above and
beyond the requirements of DWR are required by the Town of Holly Springs.
B. All Reclaimed water systems must be designed per North Carolina
Administrative Code Title 15A (15A NCAC) — Environmental Quality,
Subchapters 02T, 02U, and 18C latest revisions, the governing regulations.
C. Extensions of the existing reclaimed water distribution system must adhere to
any and all Policy Statements and/or Master Plans pertaining to the reclaimed
water distribution system and receive prior approval from the Executive
Director of Utilities and Infrastructure Services, prior to consideration.
D. Reclaimed water main extensions may require a detailed hydraulic report,
signed and sealed by a North Carolina Professional Engineer, be submitted to
the Executive Director of Utilities and Infrastructure Services and receive
approval prior to construction drawing submittal.
E. All utility extension permits must be obtained prior to construction. Refer to
the Town Code of Ordinances Section 16 for further requirements.
F. Reclaimed water shall be utilized and distributed in accordance with 15A
NCAC 02U Sections .0500 through 0.0700.
G. Any reclaimed water that leaves the reclaimed water distribution system other
than by means of a properly permitted use must be disposed of into the Town
of Holly Springs sanitary sewer system. This includes any reclaimed water line
flushing, and/or line breaks unless otherwise allowed by NCDEQ
rules. Deminimus runoff from distribution air relief valves and blow -off is
deemed permitted per NCDEQ rules. Any reclaimed water that is not a properly
permitted use or sent to a sanitary sewer must be reported and handled as if it
were a wastewater spill.
11.01 RECLAIMED WATER DISTRIBUTION PIPE
All new irrigation systems located within the Town's reclaimed service area desiring to
obtain water service for such system from the Town must connect to the reclaimed water
system, if reclaimed water is available to the property. Design must be in accordance with
Chapter 16 Article IV of the Holly Springs Town Code of Ordinances. These areas are
shown on the Reclaimed Water Distribution Service Area Map located on the Town's
web site.
2015 ED&CS 11-2 Supp # 9 Dec. 2023

A. DESIGN
1. Location: Reclaimed water lines shall be extended along the roadway to the
adjacent property line. All public reclaimed water mains shall be located within
dedicated right of way or dedicated easements with a minimum width of 20
feet. See Section 2.10 for allowable landscape plantings within a Town of
Holly Springs easement.
2. Sizing: Reclaimed water mains shall be sized in accordance with good design
procedures to provide adequate pressures throughout the system or as directed
by the Executive Director of Utilities and Infrastructure Services. The
minimum pipe size for reclaimed water mains shall be 4 inches in accordance
with the reclaim hydraulic model.
3. Installation: All utility extension permits must be obtained prior to construction
utilizing appropriate application forms from NCDEQ and/or the town. All
reclaimed water mains shall have a minimum cover of 4 feet measured from the
top of the pipe to the finished grade. When reclaimed water mains are installed
along a roadway which does not have curb and gutter, the reclaimed water main
shall be installed at sufficient depth to prevent conflict with future road
improvements or vertical alignment changes.
4. Relation to Potable Water Mains and Other Utilities
a) Reclaimed water distribution lines shall be located at least 10-feet
horizontally from any water line, unless local conditions or barriers prevent
a 10-foot lateral separation. If these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in
accordance with 15A NCAC 18C. Reclaimed water distribution lines shall
meet the separation distances to sewer lines in accordance with 15A NCAC
02T .0305.
b) Reclaimed water mains should only cross sanitary sewer mains or potable
water mains at an approximate 90 degree angle.
d) The minimum separation between reclaimed water mains and storm sewer
mains must be either 5 feet horizontal or 2 feet horizontal with a vertical
separation of 24 inches unless otherwise approved by the Executive
Director of Utilities and Infrastructure Services. Where storm sewers cross
reclaimed water with a vertical separation of less than 24 inches the segment
of reclaimed water pipe shall be ductile iron pipe at least one whole pipe
length from the crossing point with joints equivalent to water main
standards.
2015 ED&CS 11-3 Supp # 9 Dec. 2023

e) Where reclaim water main crosses under storm sewer main with a vertical
separation less than 24 inches then reclaim water must be ductile iron
minimum of 10 feet each side of crossing and properly marked as reclaim.
f) Where sanitary sewer crosses reclaimed mains, a vertical separation of 18
inches must be maintained.
g) Reclaimed water distribution lines shall not be less than 50 ft from a well
unless the piping and integrity testing procedures meet water main
standards, but in no case shall they be less than 25 feet from a private well
or 50 ft from a public well.
5. Identification of Reclaimed Pipes
a. General:
All new distribution piping in the reclaimed water system, including
service lines, valves and other appurtenances should either be colored
purple (Pantone 522 or similar) and embossed or be integrally
stamped/marked "CAUTION: RECLAIMED WATER — DO NOT
DRINK," or be installed with a purple identification tape, and a purple
polyethylene vinyl wrap.
b) Polyethylene Wrap: Buried ductile iron pipe and fittings shall be wrapped
with a purple colored polyethylene membrane conforming to ANSI A21.5,
and installed in accordance with AWWA C105. The polyethylene sheets
shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or
similar).
c) Tracer Wire: Tracer wire shall be installed on all reclaimed piping. Tracer
wire shall be installed as shown in the Details. Approved Wire Connectors
shall be used to attach wire together.
d) Identification Tape:
Identification tape should be prepared with white or black printing on a
purple field (Pantone 522 or similar) having the words
"CAUTION: RECLAIMED WATER — DO NOT DRINK." The
overall width of the tape should be at least 3 inches.
ii. Identification tape should be installed on the top of the distribution
piping longitudinally and should be centered over the pipe. The
identification should be continuous in its coverage on the pipe and
should be fastened to each pipe length no more than 10 feet apart. Tape
attached to sections of pipe before they are placed in the trench should
2015 ED&CS 11-4 Supp # 9 Dec. 2023

have flaps sufficient for continuous coverage. Other satisfactory means
of securing the tape during backfill of the trench may be used if suitable
for the work, as determined by the Executive Director of Utilities and
Infrastructure Services.
iii. The identification tape differentiating the reclaimed water piping from
other utility lines should be consistent throughout the service area.
e) Signage:
i. The public shall be notified of the use of reclaimed water.
ii. Advisory signs shall be posted around reclaimed water irrigation
activities in public areas, adjacent to ponds used to store reclaimed
water in public areas, and at decorative water features that use
reclaimed water.
iii. All advisory signs should be colored purple (Pantone 522 or
similar), should read "CAUTION: RECLAIMED WATER — DO
NOT DRINK," The sign shall reference the TOHS Utilities and
Infrastructure Services Department. Additionally, signage shall
provide emergency number of 919-577-1090 and the Town's
web site.
B. MATERIALS
1. Material: All reclaimed water main distribution pipe 4" thru 12" diameter shall be
C900 PVC pipe. All reclaimed water main distribution pipe greater than 12"
diameter shall be C905 PVC. Ductile Iron Pipe shall only be used in special cases
and with the Executive Director of Utilities and Infrastructure Services approval.
New manufacturers must submit requests for approval to the Executive Director of
Utilities and Infrastructure Services. Additional information such as catalogs, list
of installations in the area or material samples may be required. A written response
will be mailed to the applicant accepting or rejecting the product within 90 days of
the receipt of all necessary information.
2. Ductile Iron Pipe:
a) This material shall only be used for reclaimed water lines with Executive
Director of Utilities and Infrastructure Services' approval.
b) Buried ductile iron pipe and fittings shall be wrapped with a purple colored
polyethylene membrane conforming to ANSI A21.5, and installed in
accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick,
minimum, and be colored purple (Pantone 522 or similar).
c) Ductile iron pipe shall be designed and manufactured in accordance with
AWWA C150 and C151. The minimum required pressure ratings for ductile
iron pipe installed at a Type 2 laying condition are tabulated below. For all
2015 ED&CS 11-5 Supp # 9 Dec. 2023

other installations other than specified, the laying condition or the minimum
pressure class rating shall be increased in accordance with AWWA C151.
Pipe Diameter
Depth
of Cover
Pressure Class
6-8
-inch
3-20 feet
350 psi
10-12
-inch
3-14
feet
350 psi
14-20
-inch
3-10
feet
250 psi
24-64
-inch
3
- 8 feet
150 psi
d) Pipe joints shall be of the push -on type as per AWWA C111. Pipe lining shall
be cement mortar with a seal coat of bituminous material in accordance with
AWWA C104. Galvanized steel pipe will not be allowed as a material for
reclaimed water mains or reclaimed water service lines.
3. PVC Pipe:
a) PVC pipe (4" to 12") shall be designed and manufactured in accordance with
AWWA C900. PVC pipe larger than 12" shall be designed and manufactured
in accordance with AWWA C905. The PVC pipe shall be made of virgin PVC
resin that provides chemical and physical properties that meet or exceed cell
class 12454-B as defined in ASTM D 1784. 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 by 15A NCAC 02U — Reclaimed
Water).
c) Furnish pipe for the following minimum pressure classes as indicated. Diameter
4"-12", C900 Pressure Class 150, SDR 18 Diameter 14" and larger, C905
Pressure Class 165, DR18.
4. Steel Encasement for reclaimed water pipes are required for the following Street
Classifications to avoid traffic disruption in the future:
• Controlled Access Highway
For carrier pipes that employ cathodic protection anticorrosion systems, the
carrier and casing pipes shall be effectively insulated from one another. Carrier
and casing shall be cathodically protected as a unit.
See Section 5.03 Boring and Jacking for more casing pipe size requirements.
2015 ED&CS 11-6 Supp # 9 Dec. 2023

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.
3. Materials at all times shall be handled with mechanical equipment or in such a
manner to protect them from damage. At no time shall pipe and fittings be dropped
or pushed into ditches.
4. Pipe and fitting interiors shall be protected from foreign matter and shall be
inspected for damage and defects prior to installation. In the event foreign matter
is present in pipe and fittings, it shall be removed before installation. Open ends of
pipe shall be plugged or capped when pipe laying is not in progress.
All pipes shall be in nominal lengths of eighteen or twenty feet and shall be installed
with at least 48 inches of cover below the finished subgrade. Pipe shall be laid on
true lines as directed by the Executive Director of Utilities and Infrastructure
Services. Trenches shall be sufficiently wide to adjust the alignment. Bell holes
shall be dug at each joint to permit proper joint assembly. The pipe shall be laid
and adjusted so that the alignment with the next succeeding joint will be centered
in the j oint and the entire pipeline will be in continuous alignment both horizontally
and vertically. Pipe joints shall be fitted so that a thoroughly watertight joint will
result. All joints will be made in conformance with the manufacturer's
recommendations for the type of joint selected. All transition joints between
different types of pipe shall be made with transition couplings approved on shop
drawings showing the complete assembly to scale.
6. Prior to beginning construction, the Contractor shall contact local utility companies
and verify the location of existing utilities. The Contractor shall be completely and
solely responsible for locating all existing buried utilities inside the construction
zone before beginning excavation. The Contractor shall be solely responsible for
scheduling and coordinating the utility location work. When an existing utility is
in conflict with construction, it shall be exposed prior to beginning construction to
prevent damage to the existing utility.
7. Valves in the existing Town of Holly Springs water system shall not be operated
without a minimum notice of 24 hours to the Executive Director of Utilities and
Infrastructure Services and the Director of Public Utilities. The Contractor shall
2015 ED&CS 11-7 Supp # 9 Dec. 2023

operate valves only in accordance with Town of Holly Springs Engineering Design
and Construction Standards.
11.02 VALVES AND APPURTENANCES
A. VALVES
1. General
a) Valves shall be installed on all branches from feeder reclaimed water mains
according to the following schedule: 4 valves at crosses; 3 valves at tees. When
a loop section of reclaimed water line is connected back into the feeder
reclaimed water main within a distance of 200 feet or less, only one valve will
be required in the feeder reclaimed main. Reclaimed water main extensions or
mains extending at a project phase line shall include a valve and one additional
standard length of pipe with a cap and a temporary blow -off assembly.
b) Where no reclaimed waterline intersections are existing, amain line valve shall
be installed at every 100 feet per 1-inch diameter main up to a distance of 1000
feet between valves. In addition, the Town of Holly Springs reserves the right
to require additional isolation valves where necessary for efficient operation
and maintenance.
c) Valves shall be properly located, operable and at the correct elevation. All
valves and reducers shall be rodded to the tee or cross if one is located within
10 feet as shown in the Details. If reducers cannot be rodded, concrete blocking
or other restraining methods will be required. The maximum depth of the valve
nut shall be 5 feet. When valve extension kits are used, they must be
manufactured by the same company which manufactured the valve.
2. Combination Air Valves
a) Combination air valves shall be installed at all high points of reclaimed water
lines 12" inches in diameter or larger and at other locations as directed by the
Town of Holly Springs. The reclaimed water main shall be installed at a grade
which will allow the air to migrate to a high point where the air can be released
through an air valve. A minimum pipe slope of 1 foot in 500 feet should be
maintained. The valve shall have a minimum two (2) inch NPT inlet and 200-
PSIG working pressure. Combination air valves shall be sized by the Engineer
and approved by the Town of Holly Springs.
b) Combination air valves shall be of the single housing style that combines the
operation of both an air/vacuum and air release valve. The valve must meet the
requirements of AWWA C512 and be installed in accordance with the Details.
2015 ED&CS 11-8 Supp # 9 Dec. 2023

c) Manholes installed for the combination air valves shall meet all requirements
of Section 7.00.
Crate Valves
a) Gate valves 2 inches and greater shall meet all requirements of AWWA C500
for a working pressure of 200 psi. All gate valves shall be mechanical joint
with iron body, bronze mounting double disc parallel seat type with a non -rising
stem and open left with a double O-ring seal.
b) Gate valves, up to and including 12 inches, shall be installed in a vertical
position.
c) Gate Valves 16 inches and larger must be approved by the Executive Director
of Utilities and Infrastructure Services. They may be installed horizontally and
equipped with bevel gears, grease case, rollers, tracks scrapers, and a bypass
located on the side of the body (fully revolving disc valves shall not require
rollers), or vertically and be equipped with spur gears enclosed in a grease case
and with a bypass located on the side of the body. In either case, the roller and
scraper operators shall be installed in a manhole that meets all requirements of
Section 7.00.
4. Resilient Seat Wedge Gate Valves: Resilient seat wedge gate valves shall be
manufactured in accordance with AWWA C509 for a working pressure of 200
psi. All shall be mechanical joint with iron body, open left with a non -rising stem
and two O-ring stem seals. All ferrous surfaces, both inside and outside, shall be
protected by a fusion -bonded epoxy coating.
Butterfly Valves: Butterfly Valves may be installed in reclaimed water mains 24
inches or greater with the permission of the Executive Director of Utilities and
Infrastructure Services. All butterfly valves shall meet the requirements of AWWA
C504 with mechanical joints, 2 inch open left operating nut. Valves installed on
reclaimed waterlines at depths greater than 6' (measured to top of pipe) shall be
installed in a manhole (see Section 7.00) as shown in the Details. Valves
designated by the Town of Holly Springs to potentially have a remote actuator shall
be installed in a manhole (see Section 7.00) as shown in the Details.
6. Valve Boxes
a) Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch
opening. Valve box ring adjustments will not be allowed. All valve boxes shall
be furnished with an approved operating key which shall allow operation by
authorized personnel only.
b) Valve box covers shall be square in shape (NOT round) and shall be designed
for AASHTO H-20 truck loadings. All valve box covers shall be of non-
2015 ED&CS 11-9 Supp # 9 Dec. 2023

interchangeable shape with potable water covers, and cast on the top surface
with a recognizable inscription indicating "Reclaimed Water". All valve box
covers shall be painted purple (Pantone 522 or similar).
c) The valve box shall be centered over the wrench nut and seated on compacted
backfill without touching the valve assembly. All valve boxes shall be encased
in a trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt
with the cover flush with the top of the pavement or flush with the finished
grade. Precast concrete valve box encasements may not be used for valve box
encasement outside of paved areas. The maximum depth of the valve nut shall
be 5 feet. When valve extension kits are used, they must be manufactured by
the same company that manufactured the valve.
B. APPURTENANCES
1. Pipe Fittings: Pipe fittings shall be castor ductile iron designed and manufactured as
per AWWA C110. Sizes of fittings up to and including 12 inches shall be designed for an
internal pressure of 250 psi, and larger size fittings shall be designed for an internal pressure
of 150 psi. Compact ductile iron mechanical joint fittings designed and manufactured as
per AWWA C111 are also acceptable. Joints for fittings shall be mechanical and lined
with cement mortar with a seal coat of bituminous material, all in accordance with AWWA
C104.
2. Blowoffs
a) Blowoffs installed at the end of cul-de-sacs shall be a minimum of 2
inches. Blowoffs installed on transmission and distribution mains shall be a
minimum of 2 inches. Where there is not sufficient pressure to thoroughly flush
the system, a larger blowoff will be required.
b) Blowoff assemblies shall be constructed as shown in the Details. The valves
shall be gate type with a non -rising stem and a 2-inch operating nut, O-ring
seals and screwed ends. A full-size valve is required on mains that are planned
to be extended.
c) Blowoffs shall be directed in a non -erosive manner to a stabilized grassed area
at least 50 ft. from a jurisdictional feature or directed into the closest sanitary
sewer manhole. Blowoffs installed at the end of cul-de-sacs should be tied into
a sanitary sewer manhole where available.
3. Thrust Restraint: Reaction blocking for all fittings or components subject to
hydrostatic thrust shall be securely anchored by the use of concrete thrust blocks poured in
place or restrained joint piping as described below
a. Concrete thrust blocks shall be poured in place with reaction areas as shown in
the Details. No concrete shall interfere with the removal of fittings. Material
for reaction blocking shall be 3000 psi concrete. A minimum 4 mil plastic shall
2015 ED&CS 11-10 Supp # 9 Dec. 2023

cover the fitting to ensure that no concrete will interfere with removal of the
fitting.
b. PVC Bell Joint Restraint - All PVC bell joints shall be restrained for both C900
and C905 PVC pipe. The bell joint restraint shall consist of either an approved
restrained PVC joint provided by the same manufacturer of the PVC pipe or an
approved bell joint restraint harness. All bell joint restraint harness assemblies
shall be made of ductile iron pipe (DIP), coated with a manufacturer applied
epoxy coating or polyester powder coating, including stainless steel bolts, nuts
and rods. The bell joint restraint harness shall be manufacturer approved for
use with PVC pipe and rated for at least 200-psi with a 3:1 safety factor.
c. All valves and fittings shall be restrained to C900 or C905 pipe with an
approved wedge action retainer gland or other approved restraining method. All
DIP fittings for reclaimed water use shall be identified by purple painting or
wrapping with polyethylene wrap (Pantone 522 or similar). Alternative
restraining methods and mechanical joint restraints may be used upon approval
by the Executive Director of Utilities and Infrastructure Services.
11.03 RECLAIMED WATER SERVICE TAPS
A. DESIGN
Individual reclaimed water services, and multiple branch services, shall be provided
from the reclaimed water main to each reclaimed water meter for single customer
locations in accordance with the Details. All connections shall be made by wet
taps. Service connections shall be made perpendicular to the reclaimed water main
and shall run straight to the reclaimed water meter.
2. All reclaimed water meter boxes and vaults shall be located at the edge of the
serviced lot's right of way or easement. Reclaimed water meter boxes shall not be
placed in streets, sidewalks, parking areas or obstructed by fencing or
buildings. Exceptions to these conditions will be at the direction of the Executive
Director of Utilities and Infrastructure Services.
3. Service taps to existing reclaimed water mains shall be made by the Town of Holly
Springs. Service taps to new reclaimed water mains shall be made by the Contractor
in accordance with the Specifications.
4. Water meters shall be sized based on applicant water budget calculations using the
approved method. Water meter size shall be determined from the following table;
or as otherwise specified by the Executive Director of Utilities and Infrastructure
Services. Multiple branch services size shall be determined by the designer.
2015 ED&CS 11-11 Supp # 9 Dec. 2023

METER SIZING GUIDE
Meter Size
Flow Range
inches
GPM
3/4" PD
0 - 20
I" PD
20-50
11/2"PD
50- 100
2" C
100 - 200
3" C
200 - 400
4" C
400 - 600
PD = Positive Displacement
T = Turbine (may be required on a case -by -case basis)
C = Compound (must be sized on a case -by -case basis)
5. Service taps greater than 2 inches shall be made by a Contractor of the Developer.
B. MATERIALS
Direct taps shall not be allowed on C900 or C905 PVC mains. The maximum
allowable size for saddle taps is 2". All taps larger than 2-inches shall be installed
by inline fittings or tapping sleeves. All tapping of C900 or C905 PVC mains shall
be implemented with shell type cutting tools classified for use with PVC pipe that
retains the coupon cut while penetrating the pipe wall, use of twist drill bits and
auger bits shall be prohibited.
The maximum size of direct taps without a fitting, tapping sleeve or saddle for
ductile iron mains shall be as follows:
Main Size inches
Tap Size inches
4" main
3/4" to
6" main
1" to
8" main
1 1/4" to
10" main
1 1/2" to
12" main
2" to
2. Tapping Sleeves: Tapping Sleeves shall be made of either cast iron or stainless
steel. The sleeve shall be two-piece with mechanical joint to the main line and
flanged to the tapping valve. Cast iron shall meet AWWA C110
2015 ED&CS 11-12 Supp # 9 Dec. 2023

specifications. Stainless steel shall meet AWWA C223 specifications. All sleeves
shall require full circumferential gasket. All tapping sleeves shall be manufactured
and approved for installation on the specific main line pipe material (DIP, C900,
C905).
3. Tapping Saddles: Tapping Saddles shall be used on reclaimed water mains 16
inches and larger. Saddles shall be made of ductile iron providing a factor of safety
of 2.5 with a working pressure of 250 psi. Saddles shall be equipped with an
AWWA C110 flange connection on the branch. Sealing gaskets shall be O-ring
type, high quality molded rubber having an approximate 70 durometer hardness,
placed into a groove on the curved surface of the saddles. Straps shall be alloy
steel. The maximum size saddle outlet for each size of pipe to be tapped shall be
as follows:
Size pipe
to be tapped
Maximum size
Saddle Outlet
16"
8"
18"
8"
20'
10"
24" and larger
12"
4. Corporation Stops: Corporation Stops shall be ball type, made of brass and
complete with a compression or flared coupling and AWWA Standard threads as
per AWWA C800. Taps shall be located at 10:00 or 2:00 o'clock on the
circumference of the pipe. Service taps shall be staggered alternating from one side
of the reclaimed water main to the other and at least 12 inches apart. The taps must
be a minimum of 24 inches apart if they are on the same side of the pipe. No burned
taps will be allowed and each corporation stop will be wrapped with Teflon tape
for ductile iron pipe reclaimed water mains. No tapping shall be made where
rodding is placed.
5. Service Saddles: Service saddles shall be bronze body (85-5-5 waterworks brass)
and double strap for taps with silicon bronze nuts conforming to ASTM A98 and
factory installed grade 60 rubber gaskets. Service saddles shall be approved by the
manufacturer for use on C900/C905 PVC mains.
6. Service Tubing: Copper service tubing shall be type K soft copper tubing per
ASTM B88. No union shall be used in the installation of the service connection of
100-feet or less. The longest available length of service line shall be used with no
unions (e.g. for 3/4 inch, only 1 union will be allowed for each 100 foot
section). Unions shall be made with flare or compression type couplings. Copper
service tubing shall be installed reclaimed locating tape, spirally wrapped from the
tap through the setter.
7. Coppersetters for 3/4 and 1-inch Reclaimed Water Services: All 3/4 and 1-inch
reclaimed water services shall be installed with coppersetters as shown in the
2015 ED&CS 11-13 Supp # 9 Dec. 2023

Details. All coppersetters shall be as manufactured by Mueller or Ford at the
dimensions shown in the Details. All coppersetters shall be installed with a
lockable angle ball valve assembly and outlet angle check valve on all size
setters. Coppersetters shall be installed with flare fittings and all coppersetter
assemblies shall be provided as shown in the Details with galvanized brace pipes
for additional stability. All installations shall provide the coppersetter properly
aligned with the meter box reader lid such that the meter is clearly visible below
the reader lid.
8. Meter Boxes for 3/4-inch services: 3/4-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for 3/4-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 lightweight 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 11/2" 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'/z and 2-inch services: 1 1/2" and 2" meter boxes shall be light
weight polymer concrete as indicated in the Standard Details. All meter box
interiors and covers shall be consistently color -coded purple (Pantone 522 or
similar). Covers shall be marked on the top surface with a recognizable inscription
indicating "RECLAIMED WATER — DO NOT DRINK" in 1-1/2" tall
lettering. Piping for 1 1/2 and 2 inch reclaimed water meters shall be constructed
from brass and copper tubing and shall be equipped with angled check valve outlets
and by-pass flanged valve or by-pass flanged ball valve inlets. The box shall have
an open bottom to allow drainage through stone.
2015 ED&CS 11-14 Supp # 9 Dec. 2023

11. Meter Vaults: Meter vaults and access doors within street right of way shall meet
HS-20 loading requirements and shall be located outside of travel areas. The access
double doors shall be aluminum with a flush drop lift handle, stainless steel hinges
and bolts, a stainless steel slam lock, an automatic hold open arm, and compression
springs to allow for easy opening. Covers shall be marked on the top surface with
recognizable inscription indicating "Reclaimed Water -Do Not Drink"
12. Reclaimed Water Meters: Reclaimed water meters for 3/4" to 2" services will be
provided by the Town of Holly Springs. Larger meters shall be provided by the
developer as directed by the Executive Director of Utilities and Infrastructure
Services. Reclaimed water meters, registers and covers shall be purple (Pantone
522 or similar).
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. GENERAL
All reclaimed water irrigation systems within public street right of way require an
encroachment agreement from the Town of Holly Springs or NCDOT prior to
installation. Plans designating the location, size, material, and depth shall be submitted
with the agreement application to the Engineering Department.
Pipe material for the irrigation mainline proposed to be used within the public right of
way shall be Schedule 40 PVC or greater. All pipe, fittings, and appurtenances shall
be purple (Pantone 522 or similar). A minimum depth of 2 feet of cover shall be
provided.
A soil evaluation is necessary in order to determine the loading rate for irrigation
permits. All development within the reclaim service area will need to complete an
independent soil evaluation prior to submitting a reclaim irrigation permit.
All reclaimed water irrigation systems are required to secure permits from the Code
Enforcement Department and the Utilities and Infrastructure Services prior to
installation and shall be inspected after installation. A separate meter is required for
irrigation systems.
For single family irrigation design, a CID, PE, or LA is required to develop the plan.
For non -single family irrigation system designs, a PE must develop the plan.
Impoundments for reclaimed water storage for large scale irrigation systems or
aesthetic/decorative water features shall be designed in accordance with 15A NCAC
02U — Reclaimed Water.
Service lines from mainline tap to the meter are installed and identified per the Town
of Holly Spring's Standard Details. There shall be no direct cross -connection between
potable and reclaimed water supplies.
2015 ED&CS 11-15 Supp # 9 Dec. 2023

B. DESIGNS
Sprinklers chosen and located to maintain the following setbacks from the irrigation
area to the following features:
1.) 25 feet from surface waters [perennial and intermittent streams, wetlands] not
classified as tidal salt waters or high -quality water (SA).
2.) 100 feet from surface waters [perennial and intermittent streams, wetlands]
classified as tidal salt waters or high -quality water (SA).
3.) 100 feet from any water supply well (not including monitoring wells).
4.) Sprinklers located on a steep slope have check valves installed on all the heads on
that irrigation zone.
5.) No mainlines or valves shall be allowed within the utility/devil strip. Laterals will
be allowed and shall be placed within 1 ft of sidewalk.
6.) The zoning of the irrigation system must allow that plants with different water
requirements (such as grass and shrubs) are on separate zones. In addition, the
irrigation design should consider the different microclimates found in most landscapes
(such as north facing grass areas vs. south facing grass areas) and separate those
microclimates into zones. These zoning practices may add slightly to the installation
cost of an irrigation system, but can have a dramatic effect on system efficiency.
7.Guidelines on pressure at the head/emitter: Spray Heads 20 to 35 psi; gear rotors 60
psi or less; impact rotors 60 psi or less; drip emitters 40 psi or less.
8.Large commercial systems which have the potential to place undue burdens (demand
or pressure requirements) on the Town of Holly Springs' public reclaimed distribution
system must include on -site storage and/or pumping facilities. This determination will
be made by the Executive Director of Utilities and Infrastructure Services. Design,
operation, and maintenance of such on -site facilities shall be the sole responsibility of
the applicant. These additional facilities must be designed in accordance with 15A
NCAC 02U — Reclaimed Water.
9.Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensors
are required to remain in service at all times to prevent overwatering and/or ponding of
reclaimed water.
C. STREET CROSSING
2015 ED&CS 11-16 Supp # 9 Dec. 2023

All irrigation line street crossings shall be contained within a ductile iron or steel casing
pipe. The Town of Holly Springs may, in some instances, permit irrigation systems
installed in the medians of Town -maintained roadways. These systems must also have
french drains installed behind the curb and gutter and piped to a storm drainage
collection system. These systems shall be allowed only when some permanent
mechanism is established for the private perpetual maintenance of the system(s).
D. HOSE BIDS
Hose bibs are not permitted for the reclaimed water system.
E. RAIN SENSORS
Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensor
must remain in operation to prevent ponding or runoff.
11.05 TESTING AND INSPECTION
A. GENERAL
1. All reclaimed water used in testing and inspection must be disposed of properly as
described in Section 11.00.
2. All materials must be approved by the Inspector prior to installation. Materials
rejected by the Town of Holly Springs' Inspector shall be immediately removed
from the job site.
3. Under no circumstance shall any waterline system valve be operated without prior
approval by the Construction Inspector. Damage to Town of Holly Springs
infrastructure resulting from illegal operation of valves shall be the responsibility
of the Contractor. In addition, the Contractor shall be subject to a fine for operating
a valve without prior approval.
4. The Contractor shall furnish all materials, labor, equipment, and shall pay for the
water used to perform all testing and inspections to the satisfaction of the
Construction Inspector. The Contractor shall obtain a Blowoff Permit from the
Town of Holly Springs Engineering Department for use when blowing off
reclaimed water mains.
5. Reclaimed water service taps shall not be made until after all main testing is
completed, and bacteriological testing is satisfactory.
B. TESTING
1. Hydrostatic Testing
2015 ED&CS 11-17 Supp # 9 Dec. 2023

a) All valves in the Town of Holly Springs reclaimed water system shall be
operated by the Town of Holly Springs. A section of reclaimed water main
which is to be hydrostatically tested shall be slowly filled with water at a rate
which will allow complete evacuation of air from the line. Hand pumps shall
not be used for the pressure testing of reclaimed water mains. Taps used for
testing purposes shall be removed after testing. The corporation stops shall be
removed and a threaded tapered plug shall be installed on the line.
When approved by the Town of Holly Springs, the Contractor may utilize
potable water or reclaimed water via an approved hydrant meter and RPZ
assembly for testing and disinfection of new reclaimed mains which are not
physically connected to a live reclaimed water supply. Once reclaimed water
has been introduced into the system no direct connection to potable water will
be allowed and an approved air gap assembly must be used.
b) Any measured leakage not within the allowable limits as specified in the
following table shall require repair of the reclaimed water main and additional
testing until the standards are met. For pipe sizes other than those shown, the
Contractor shall test within the allowable leakage amounts as specified by
AWWA C600-99. All visible leaks shall be repaired regardless of the amount
of leakage.
Pipe Size
(Inches)
4
6
8
12
16
20
24
2. Chlorination
Allowable Leakage at 200-psi
(Gal./Hr. per 1000 feet of pipe)
0.43
0.64
0.85
1.28
1.70
2.12
2.55
a) All additions or replacements to the reclaimed water system shall be chlorinated
before being placed in service under the supervision of the Town of Holly
Springs' Inspector in the following manner:
i. Taps shall be made at the control valve at the upstream end of the reclaimed
water main and at all extremities of the line including valves.
ii. A solution of water containing 70% HTH available chlorine shall be
introduced into the reclaimed water main by regulated pumping at the
control -valve tap. The solution shall be of such a concentration that the
reclaimed water main shall have a uniform concentration of 50 ppm total
2015 ED&CS 11-18 Supp # 9 Dec. 2023

3
chlorine immediately after chlorination. The chart below shows the
required quantity of 70% HTH compound to be contained in solution in
each 1,000 feet section of line to produce the desired concentration of 50
ppm.
Pipe Size
Pounds High Test Hypochlorite (70%)
(inches)
per 1000 feet of line
6
1.76
8
3.12
10
4.84
12
7.00
14
9.52
16
12.44
20
19.52
24
28.00
iii. The HTH Solution shall be circulated in the reclaimed water main by
opening the control valve and systematically manipulating blowoffs and
taps at the reclaimed water main extremities. All reclaimed water leaving
the system during this test must be disposed of through either an approved
use or sent to the sanitary sewer. The HTH solution must be pumped in at
a constant rate for each discharge rate so a uniform concentration will be
produced in reclaimed water mains.
iv. HTH solution shall remain in reclaimed water mains for no less than 24
hours or as directed by the Town of Holly Springs' Inspector.
v. Extreme care shall be exercised at all times to prevent the HTH solution
from entering existing reclaimed water mains.
Bacteriological Sampling
a) Free residual chlorine after 24 hours shall be at least 10 ppm or the Town of
Holly Springs' Inspector will require that the lines be re -chlorinated.
b) Flushing of reclaimed water mains may proceed after 24 hours, provided the
free residual chlorine analysis is satisfactory. Reclaimed water leaving the
system because of line flushing must be returned to a sanitary sewer. Flushing
shall be continued until an orthotolidine check (or other method approved by
the Town of Holly Springs) shows that the reclaimed water mains contain only
the normal chlorine residual. Samples for bacteriological analysis shall be
collected by the Town of Holly Springs' Inspector 24 hours after flushing is
completed. The Contractor shall furnish the sample bottles, the testing agency
and such help as may be required to secure these samples. The Contractor shall
also submit the test results to the Town of Holly Springs' Development
Inspector.
2015 ED&CS 11-19 Supp # 9 Dec. 2023

c) If test results are unsatisfactory, the Contractor shall immediately rechlorinate
reclaimed water mains and proceed with such measures as are necessary to
properly sterilize those reclaimed water mains.
d) The new reclaimed water system shall be valved off from the existing reclaimed
water system until a satisfactory bacteriological sample has been obtained and
the Town of Holly Springs' Inspector has authorized the use of the new
reclaimed water system.
C. INSPECTIONS
Approved plans and permit must be issued and available on -site before any
inspections are performed.
2. Underground Inspections — before work is covered up/back filled:
a) Inspection of main line tap and piping to meter box;
b) Inspection of underground piping from meter box through irrigation
system from meter to end of system to insure compliance with approved plan
and standards;
3. Final Inspection
a) Includes inspection of the location of all heads, type of heads, spacing of heads
and throw pattern of each head and correct pressure;
b) Testing the system to ensure compliance with approved plans and Town of
Holly Springs Ordinance;
4. A map of the approved valve and head layout shall be provided by the Contractor
to the property owner and a copy placed near or with the timer.
All zones shall be clearly labeled in the timer cabinet.
6. Responsible entity shall be listed on inner door of timer (for emergency contact
purposes).
7. Verification of required setbacks (reclaimed water).
D. CROSS CONNECTION CONTROL
1. Backflow prevention on potable water services serving any property that is also
served with reclaimed water is required in accordance with the Federal Safe
Drinking Water Act. At all locations where reclaimed water service is provided, the
public potable water supply shall be protected by installation of an approved
backflow prevention device.
2015 ED&CS 11-20 Supp # 9 Dec. 2023

a. For Residential Properties: prior to receiving reclaimed water service, a dual
check valve shall be installed on each residential customer's potable water
meter in order to protect the potable water system. A Reduced Pressure
Principal (RPZ) type backflow prevention device downstream of the potable
water meter is not required when the only reclaimed water use is landscape
irrigation.
b. For Multi -family complexes and commercial properties: master -metered
potable water service and master -metered reclaimed water service shall be
required to install a Reduced Pressure Principal (RPZ) type backflow
prevention device downstream of the master potable water meter.
11.06 REPAIR OF RECLAIMED WATER SYSTEM
Reclaimed water that leaves the system due to a leak or break in the system must be
reported and handled as if it were a wastewater spill.
A. Reclaimed Water Main Line Repairs
1. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired
by use of a bell joint leak repair clamp as manufactured by Rockwell, or other
approved equal.
2. Line Breaks or Punctures shall be repaired by a full circle repair clamp as
manufactured by Rockwell, Mueller, or other approved material.
3. Line Splits or Blow Outs shall be repaired by replacing the damaged section
with ductile iron pipe with a cast iron coupling at each end. The following cast
pipe couplings shall be used for each pipe material indicated:
a) Ductile Iron Pipe - Rockwell 431 cast coupling or other approved equal.
b) PVC Pipe — Rockwell 411 cast coupling or other approved equal.
B. Reclaimed Water Service Line Repairs
1. A reclaimed water service line severed between the reclaimed water main and the
reclaimed water meter shall be repaired using new type K copper tubing and bronze or
brass 3-piece flared unions.
2. A corporation stop pulled out of a reclaimed PVC pipe water main shall have a new
service saddle and a new corporation stop installed on the reclaimed water main.
3. A corporation stop pulled out of a ductile iron pipe shall have a full circle repair
clamp placed over the old tap hole. A new tap shall be made and a new corporation
stop installed on the reclaimed water main.
2015 ED&CS 11-21 Supp # 9 Dec. 2023

END OF SECTION 11.00
2015 ED&CS 11-22 Supp # 9 Dec. 2023