WQ0045287_Application_20240408

Initial Review
Reviewer nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0045287
Applicant/Permittee Town of Pittsboro
Applicant/Permittee Address PO Box 759, Pittsboro, NC 27312
Is the owner in BIMS? Yes ) No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category RW Distribution Line
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Municipal
Chatham Park - Section 6.2 Phase 1 B RWDL
Chatham
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
04/08/2024
Yes No
$600
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* Sue Morris
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*
19194177889
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 Pittsboro
Applicant/Permittee Address* PO Box 759, Pittsboro, NC 27312
Facility Name* Chatham Park -Section 6.2 Phase 1B RWDL
Please provide comments/notes on your current submittal below.
Please accept this submittal for Reclaimed Water Distribution Lines for Chatham Park Section 6.2 Phase 1 B.
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.)
20240404 CP Sec.6.2 Ph.113 Full Reclaimed Package.pdf 69.33MB
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
A"LNMA4�
Submission Date 4/3/2024

10WithersRavenet
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Letter of Transmittal
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

11 WithersRavenel
Our People. Your Success.
55 Grant Drive, Suite D
Pittsboro, North Carolina 27312
t: 919.469.3340 1 f: 919.467.6008
TO: NCDEQ - DWR
ATTN: Non -Discharge Branch
512 N. Salisbury Street,
Raleigh, NC 27604
WE ARE SENDING YOU
THE FOLLOWING ITEMS
0 Attached
❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
4/04/2024
0* 0 23-0187-G
Non -Discharge Branch
CP Section 6.2 - Phase 1B
1st Reclaimed Water Distribution Permit Submittal
*Submitted to Non -Discharge Branch via electronic upload online
❑ Under Separate Cover via
0 Prints ❑ Plans
❑ Change Order ❑ Diskette
❑ Samples ❑ Specifications
0 Other Check No. xxxx
E 0.
Off
=.. 0
1
Cover Letter
1
Reclaimed Water Systems - Project Information Form (RWPI 06-16), signed by Town of Pittsboro
1
Reclaimed Water Systems - Distribution Lines Form (RWDL 06-16), signed by Town of Pittsboro
1
Technical Specifications
1
Reclaimed System Pipe Diameter Report
1
South Village Pump Station - Civil only plans (24 x 36)
1
Plans (24 x 36)
1
Check for $600.00 for Permit Application, based on posted fee on website, contrary to Fee amount on RWPI
THESE ARE TRANSMITTED as checked below:
0 For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS: Please contact Sue Morris via email at [e-mail] or via phone at 919-238-0303 with
questions and/or comments.
COPY TO: SIGNED: Sue Morris, Sr
If enclosures are not as noted, kindly notify us at once
Coordinator

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Cover Letter
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

WithersRavenel
.. Our People. Your Success.
April 4, 2024
NCDEQ - DWR
Attn: Non -Discharge Branch
287 East Street, Suite 221-A
Pittsboro, NC 27312
RE: Chatham Park - Chatham Park Section 6.2 Phase 1B
1s' Reclaimed Water Main Extension Permit Application
Dear Non -Discharge Branch:
On behalf of Chatham Park Investors LLC, please find the attached documentation in support of a reclaimed
water main extension application for the referenced project. As noted on forms RWPI 06-16 & RWDL 06-
16, this project will consist of 2,541 LF of 4" PVC reclaimed water lines that will serve the balance of 47
single family homes within the Chatham Park Section 6.2 Phase 1B residential subdivision. This reclaimed
water main will connect to a proposed 4" reclaimed water main within Section 6.2 Phase 1A (WQ0043706)
and eventually to a proposed 6" reclaimed water main along Chatham Park Way to be permitted and
constructed under separate cover.
Please find attached the original of the following information in support of the application:
• Reclaimed Water Systems - Project Information Form (RWPI 06-16)
• Reclaimed Water Systems - Distribution Lines Form (RWDL 06-16)
• Plans
• Technical Specifications
• Pipe Diameters Report
• Supplemental Information - Adjacent YMCA Site -Civil Plan Sheets
• Check in the amount of $600.00 made payable to NCDEQ-DWR, Non -Discharge Branch - sent via
Fed Ex
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0329 or [e-mail].
Sincerely
WithersRavenel
Christopher L. Freshour, P.E.
Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 www.withersravenel.com I License No. C-0832
Cary I Greensboro Pittsboro I Raleigh I Wilmington

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
RWPI 06-16
Property Information Form
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

State of North Carolina
Department of Environmental Quality
F)WR 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 oriLdnal and two coEfts of the application and supiportin
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
❑ Reclaimed Water Generation (FORM: RWG) — for wastewater treatment facilities producing reclaimed water.
❑ Non -Conjunctive Utilization (FORM: RWNC) — for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
❑ Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) — for distribution of reclaimed water in a bulk manner.
® Distribution Lines (FORM: RWDL) — for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RWWA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval (FORM: RWLPA) — for projects seeking permitting delegation for reclaimed water users.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ) according to the following fee schedules:
® STANDARD REVIEW— Submit the appropriate fee for all new and major modification applications as listed in the table
below.
Facility Classification
New Permit Major Modification 1
Major Generator/User (ADF > 10,000 gallons per day) $1,310 $395
Minor Generator/User (ADF < 10,000 gallons per day) $g 10 $245
per NCDEQ website
Reclaimed Water Distribution Lines $600 4480 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 Pagel of 2

Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Information (FORM: RWPI 06-16) form. Please
do not make any unauthorized content changes to this form.
® The applicant name in Item I.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .01061 b 1. 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
B1 U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
L GENERAL INFORMATION:
1. Applicant's name: Town of Pittsboro
Mailing address: P.O. Box 759
City: Pittsboro State: NC Zip: 27312-
Telephone number: [phone] Email Address: kiackson@pittsboronc..gov
2. Signature authority's name: Kent Jackson (tier 15A NCAC 2U .0106) Title: Engineering Director Asst. Town Mgr.
3. Applicant type (check all that apply):
® Government — > ❑ Federal ❑ State ® Municipal ❑ County
❑ Individual
❑ Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC 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 Nu Utilities Comm_ , 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 pen -nits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed O grational Agreement FORM: DEV
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105 (a ? ❑ Yes or ® No
FORM: RWPI 06-16 Page 1 of 3

H. PROJECT INFORMATION
1. Application type: New Distribution Lines (See Instruction B) Fee Submitted N/A (See Instruction B)
2. For modifications, provide the existing permit number WQ00 and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting:
4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection Svstem W>
200,000 GPD
_
Dam Safety
Submitted
Justin Hasenfus,
Erosion & Sedimentation
1/16/2024
Control Plan
concurrently
Chatham County
Nationwide 12 / Section 404
2021
5/19/2022
USACE
Pretreatment
Submitted
Sewer System
1/16/2024
concurrently
NC DENR-DWQ
Submitted
Kent Jackson,
Stormwater Management Plan
1/16/2024
concurrently
Town of Pittsboro
Other: Riparian Buffer Auth.
Submitted
Kent Jackson
1/16/2024
Certification
concurrently
Town of Pittsboro
✓ 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 Herita a Pro Tram 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. N/A - Permit is for Distribution Lines only.
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01 C?
Yes ❑ No
Include one of the following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7 Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ❑ Yes or ® No
✓ If yes, specify which portion(s) of the project are affected?
✓ If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Page 2 of 3

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I, Kent Jackson Engineering Director. Assistant Town Mana er
(signing authority name — PLEASE PRINT) (title)
attest that this application for Chatham Park Section 6.2 Phase 1B
(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 aF civil penalties up to $25,000 per violation.
Signature: ` Date:
FORM: RWPI 06-16 Page 3 of 3

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
RWDL 06-16
Distribution Lines Form
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

DocuSign Envelope ID: 24D7FODC-D106-40AD-8E50-5AO67BA3F170
State of North Carolina
Department of Environmental Quality
1)W-R 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 on 'nal and two copies of
the application and supportine documentation.
Do not submit this application without an associated Reclaimed Water Project Information FORM: RWPI Lform.
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 I1.1. shall be consistent with the user name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 5 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional En ineer.
® 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 1.
B. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02U .0201 e or 15A NCAC 02U .0202 , the Applicant shall demonstrate that they are the owner of the
property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a
combination of):
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement specifically indicating the intended use of the property and meeting the requirements of i 5A 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: 24D7FODC-D106-40AD-8E50-5AO67BA3F170
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 .04031h),(i1, and 15A NCAC 02T .0305).
® Minimum cover in accordance with 15A NCAC 02T .0305(g�,
® 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 Engine . 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 .02011c1 or .0202 c , submit calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the calculations shall include the following items:
® Provide justification for the required pipe capacity, and details for how pipe sizes were determined.
® Minimum velocities to be maintained in the reclaimed water line.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Pump selection information including pump curves, manufacturer's information, and recommended installation guidelines.
® Detailed specifications for each reclaimed water line and pump station (as applicable).
® Floatation calculations for any pump stations entirely or partially below grade.
® For connection to a pump station, submit an evaluation of the existing pump station's ability to handle peak flows. Provide
calculations to detail how peak flows were determined.
® For connection to a force main, submit an evaluation of the existing force main based on peak flows to the proposed project
and peak flows already tributary to the existing force main.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DocuSign Envelope ID: 24D7FODC-D106-40AD-8E50-5AO67BA3F170
jWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
FORM: RWDL 06-16
1. CONTACT INFORMATION:
1. Applicant's name: Town of Pittsboro
Mailing address: PO Box 759
City: Pittsboro State: NC Zip: 27312-
Telephone number: [phone] Email Address: kiacksonApittsboronc.gov
2. Signature authority's name: Kent Jackson(per 15A NCAC 02T .0106) Title: Dir. of Engineering. Asst. Town Mg.
3. Consulting Engineer's name: Christopher L. Freshour License Number: 054280 Firm: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Telephone number: [phone] Email Address: cfreshour( withersravenel.com
H. DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name (name of subdivision, shopping center, etc.): Chatham Park Section 6.2 Phase 1B
2. Project county: Chatham County
3. USGS map name: Pittsboro
4. Owner of reclaimed water generating facility: Chatham Park Investors LLC
5. Permit number of reclaimed water generating facility: W00039375
6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility. N/A
7. Permit number for reclaimed water line immediately upstream: 0043249
8. Pipe diameter for for reclaimed water line immediately upstream: 6"
9. Specify the proposed destination of the reclaimed water: Non-residential Indoor Reuse and Outdoor Irri ation
10. Capacity of proposed distribution system: 499,999 gallons per day
11. Explanation of how capacity was determined: (See attached calculations
III. DISTRIBUTION LINE DESIGN INFORMATION
1. Complete the table below for by providing the required information on the proposed distribution lines:
Diameter (inches)
Length
inear feet}
Pipe Material
High Elevation
ft
Discharge Elevation
ft
4
2,541
PVC
572.05
567.72
i
2. Station location of air release valves: Village Center Way - 29+90
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: 24D7FODC-D106-40AD-8E50-5AO67BA3F170
M. DISTRIBUTION LINE DESIGN INFORMATION (Continued)
3. Complete the table below by providing the location of each design criteria in the specification and/or plans in accordance with
15A NCAC 02U .0403. Items that are not applicable shall be marked N/A.
Design Criteria
Page Number in Plans
Page Number in Specifications
Labeling on reclaimed water piping, valves, storage
facilities, and outlets
C3.00-3.02, C7.01-7.02
5
Color coding on reclaimed water piping, valves, etc.
N/A
12
Method of securing valves and outlet for operation by
authorized personnel only
N/A
16
Locking mechanism for hose bibs
N/A
N/A
Cross connection control devices
N/A
3
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
distributions stem
Reclaimed Water
Stora a Units
Required
Actual
Required
Actual
Any private or public water supply source
N/A
100
N/A
Any property line
N/A
50
N/A
Any well with exception of monitoring wells
100
N/A
100
N/A
Surface waters (streams — intermittent and perennial,
perennial waterbodies and wetlands) classified as SA
100
N/A
50
N/A
Surface waters (streams — intermittent and perennial,
perennial waterbodies and wetlands) classified as SA
25
N/A
.
50
L
N/A
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) forms been included with this
application package? ❑ Yes or ❑ No
FORM: RWDL 06-16 Page 2 of 5

DocuSign Envelope ID: 24WFODC-13106-40AD-8E50-5A067BA3F170
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 .04031h1. (i), and Itl=
Separation Parameter
Horizontal
Vertical
Required
Actual
Required
Actual
Any water line (feet)
10
10
1.5
1.5
Any well
50
50
N/A
Sewer lines (reclaimed over sewer)
2
2
1.5
1.5
Final earth grade
N/A
3
3
2. Are the separation requirements listed above met? ® Yes or ❑ No
✓ If No, has documentation been provided to show that piping and integrity testing procedures meet water main standards in
accordance with 15A NCAC 18C? ❑ Yes or ❑ No
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
p g
Plan Sheet
Number
Specification
Pa a Number
Internal dimensions (L x W x H or cp 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: (fl)
FORM: RWDL 06-16 Page 3 of 5

DocuSign Envelope ID: 24D7FODC-DlO6-40AD-8E50-5AO67BA3F170
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
Pa a Number
i
+ Type of storage tank
Select
Internal dimensions (L x W x H or 4p x H)
ft
f—tF
ft
Storage Volume
gallons
Inlet Elevation
ft
Outlet Elevation
ft
High water elevation
ft
AudibleNisual 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: 24D7FODC-D106-40AD-8E50-5A067BA3F170
Professional Engineer's Certification:
I, Christopher L. Freshour, PE , attest that this application for Chatham Park 6.2 Phase 1 B
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:
o
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o� °ao0Fess/o�° 9
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Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
I, Kent Jackson
Engineering. Director
(signing authority name — PLEASE PRINT) (title)
attest that this application for Chatham Park Section 6.2 Phase 1B
(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.
Signatu Date: l
FORM: RWDL 06-16 Page 5 of 5

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Technical Specifications
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

;� WithersRavenet
Our People. You, Success.
TECHNICAL SPECIFICATION
for the
Reclaimed Water Distribution System
to serve
Chatham Park - Section 6.2
Phase 1
Chatham County
July 2021
WR Project No. 02150098.31
115 MacKenan Drive 1 Cary, NC 27511
t: 919.469.33401 f: 919.467.60081 www.withersravenel.com 1 License No. C-0832
Asheville 1 Cary 1 Greensboro 1 Pittsboro 1 Raleigh 1 Wilmington

SECTION 6
RECLAIMED WATER DISTRIBUTION SYSTEM
JURISDICTIONAL AGENCY APPROVAL
All reclaimed water lines shall be designed and constructed in accordance with the State of North
Carolina Administrative Code (NCAC) Title 15A 02U, and as referenced in 02T, North Carolina
Department of Environmental Quality (DEQ), and Division of Water Quality (DWQ). The
engineering requirements set forth herein are intended to supplement rather than supersede other
applicable local, county, state, and federal requirements. In the case of conflict, the more stringent
requirements shall apply.
CONTRACTOR CERTIFICATION OF INSTALLATION PROCEDURES
When requested in the Special Provisions or by the design engineer prior to installation, the
Contractor shall furnish to the Town of Pittsboro an affidavit (certification) from the pipe
manufacturer (or his designee) stating that the Contractor is familiar with the manufacturer's
suggested installation methods and procedures and the manufacturer's suggested installation
methods and, procedures are consistent with The Town's requirements.
When required by the Special Provisions, the pipe manufacturer or his designee will review the
Contractor's methods and, procedures for pipe installation in the field. The Contractor will make
any adjustments in the installation as recommended by the manufacturer or his representative. If
necessary, the Contractor may be required to reinstall or provide corrections to pipe installed prior
to the field review at no cost to the Town. Once the manufacturer, or his representative has
reviewed the Contractor's installation methods and the Contractor has adjusted his installation
methods as recommended by the same, the manufacturer or his representative shall furnish to the
Town of Pittsboro an affidavit (certification) that the Contractor's installation methods and
procedures, at the time of the review, complied with the manufacturer's installation practices. The
affidavit must provide the name of the manufacturer's representative witnessing the pipe
installation.
DESIGN CRITERIA FOR DISTRIBUTION LINES
The requirements in this specification apply to all new, and retrofitted distribution lines.
Location
Reclaimed water lines shall be extended along the roadway to the adjacent property line. A
dedicated street right of way, or Town of Pittsboro utility, and pipeline easement shall be utilized.
The dedicated easement shall be twenty (20) feet wide and recorded as "Town of Pittsboro Utility
Easement." The dedicated easement shall contain Town utilities unless otherwise approved by
the Town Manager, Town Engineer, or Public Utilities Director through an approved
encroachment agreement. Where the twenty (20) feet wide easement is undersized too due
depth/ or diameter requirements for construction, operations, and maintenance the Town
Engineering Department may approve an increase in dedicated easement to accommodate the
new utility.
Unless approved in a written waiver by the Town Engineer, or Public Utilities Director no
permanent structures, equipment, retaining walls, embankments, impounds, or other elements
Standard Specification for Reclaimed Water Distribution System 1 I Page

that would inhibit maintenance operations shall be constructed. The written request waiver shall
include the following: description of all special condition (s), including appropriate protection
measures of potable water, reclaimed water, and sanitary sewer mains, and access for maintenance
purposes.
Fences may cross over easements provided that appropriate access gates have been installed to
allow maintenance operations.
At the discretion, and approval by the Town, fill or cut slopes are not allowed to extend into
reclaimed water main easements except by specific approval.
All relocations of existing or permitted reclaimed water infrastructure including service piping and
meter boxes shall be permitted and inspected in conformance with Town policies and procedures.
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 Pittsboro sanitary sewer system,
unless otherwise approved by the Town of Pittsboro with special provisions for discharge and
disposal. This includes any reclaimed water from blow offs, testing, line flushing, and/or line
breaks. In no case shall reclaimed water from blow offs, testing, flushing, line breaks or other
unpermitted uses be discharged onto the ground surface or drainage systems, storm water ponds,
streams, or other non -treated systems. Any unpermitted discharge of reclaimed water shall be
reported to the Town of Pittsboro immediately and treated as a wastewater spill in accordance
with established policies by the Town of Pittsboro and NCDEQ.
In all cases where potable water is used to supplement a reclaimed water system, there shall be an
approved RPZ or Air Gap between the potable water system and the reclaimed water system.
Units shall be tested per the requirements set forth in the Town of Pittsboro Chapter 25, Utilities
Ordinance, Article VI Cross Connections between a Private Supply and The Town of Pittsboro
Water System.
In all cases where potable water is used to supply reclaimed water distribution mains on an interim
basis until such time when reclaimed water is available, there shall be an approved reduced
pressure principle backflow preventer, (RPZ), constructed in accordance with the Cross -
Connection Ordinance. The RPZ backflow preventer shall be provided on the branch supply line
feeding the reclaimed water system and shall be located within 25 feet of the branch connection
with the main potable water trunk line. A reduced pressure principle backflow preventer located
on the branch feed to the reclaimed water system will preclude the need for individual backflow
preventers on each service connection and allow all reclaimed water services to be constructed as
described herein under typical reclaimed service standards and specifications.
Cross -Connection Control
There shall be no direct cross connections between the reclaimed water and potable water
systems. In all cases where reclaimed and municipal potable water are supplied to the same
structure and/or other same facility, a reduced pressure principle backflow preventer shall be
provided on the municipal potable water service. The privately owned and maintained reclaimed
water service piping and other appurtenances shall be identified in conformance with the North
Carolina Plumbing Code. When reclaimed water distribution mains are unavailable but planned
for future construction in accordance with the Reclaimed Water System Master Plan; any service
lines to secondary water use facilities, shall be constructed in accordance with reclaimed water
standards as described herein including all requirements for requisite color and text identification.
Standard Specification for Reclaimed Water Distribution System 2 1 Page

Relation to Potable Water Mains and Other Utilities
a) Separation between Potable Water Mains and Reclaimed Water Mains
Parallel Installations: Preferred 10 feet horizontal separation (pipe edge to pipe edge)
AND water line at least 18 inches above reclaimed water line measured vertically from
top of reclaimed water pipeline to bottom edge of water main.
Crossings (Water Main over Reclaimed Water Pipeline): All water main crossings of
reclaimed water mains shall be constructed over the reclaimed water line. At a
minimum, 18 inches of clearance shall be maintained between the bottom edge of the
water main and the top edge of the reclaimed water main. When the minimum 18-inch
clearance cannot be maintained, both the potable water and reclaimed mains shall be
constructed of ductile iron pipe in conformance with water main construction
standards extending at least 10 feet on both sides of the crossing. When DI is required
for low clearance crossings, reclaimed mains shall be restrained and connected to
purple PVC reclaimed main lines with restrained MJ sleeves or other approved
couplings and wrapped with purple polyethylene wrap as specified herein. When less
than 18 inches of separation is provided, the void space between the pipe crossing shall
be filled with minimum 500-psi, quick setting, non-excavatable flowable fill extending
at least 3 feet on both sides of the crossing. Typical potable water service lines may
cross above reclaimed water mains made of C900 PVC pipe constructed as specified
herein and in general conformance with water main specifications.
Crossings (Water Main Under Reclaimed Water Pipeline): At a minimum, 18 inches of
separation shall be maintained and both potable water and reclaimed water mains shall
be constructed of ductile iron in conformance with water main standards extending at
least 10 feet on both sides of the crossing. If local conditions prevent 18 inches of
clearance, the void space between the pipe crossing shall be filled with minimum 500-
psi, quick setting, non-excavatable flowable fill extending at least 3 feet on both sides
of the crossing. DI reclaimed lines used for low clearance crossings shall be restrained
and connected to the typical purple PVC reclaimed main line with restrained MJ sleeve
or other approved restraining coupling and shall be wrapped with purple polyethylene
wrap as specified herein.
b) Separation Between Reclaimed Water and Sanitary Sewer
Reclaimed water mains shall be laid with at least 10 feet of horizontal separation from
existing sanitary sewer lines, measured laterally edge to edge unless the elevation of
the bottom of the reclaimed water main is at least 18 inches above the top edge of the
sanitary sewer, with a horizontal separation of at least 3 feet. In cases where a
reclaimed water main and a sanitary sewer main cross, the crossing shall be constructed
at a 900degree angle. In all cases where a reclaimed water main must cross within 18
inches of an existing sewer main, the reclaimed water main shall be constructed of
ductile iron, with joints in conformance with water main standards, extending at least
10 feet on both sides of the crossing. The void space between the pipes shall be filled
with minimum 500-psi, quick setting, non-excavatable flowable fill extending at least 3
feet on both sides of the crossing. When DI is required for low clearance crossings,
reclaimed mains shall be restrained and connected to purple PVC reclaimed main lines
with restrained MJ sleeves or other approved couplings and wrapped with purple
polyethylene wrap as specified herein.
Standard Specification for Reclaimed Water Distribution System 3 1 Page

c) Separation Between Reclaimed Water and Storm Sewer
Reclaimed water mains shall be laid above or below storm sewer mains with a minimum
vertical separation of 18 inches when horizontal separation is from 3 feet to 10 feet
laterally, unless otherwise approved by the Director of Engineering. Where a reclaimed
water main and a storm sewer cross, the crossing shall be constructed at a 90°degree
angle and the reclaimed water main shall cross at least 18 inches above or below the
storm sewer. In all cases where a reclaimed water main must cross within 18 inches of
an existing storm sewer main, the reclaimed water main shall be constructed of ductile
iron extending at least 10 feet on both sides of the crossing with joints in conformance
with water main standards. The void space between the pipes shall be filled with
minimum 500-psi, quick setting, non-excavatable flowable fill extending at least 3 feet
on both sides of the crossing. When DI is required for low clearance crossings,
reclaimed mains shall be restrained and connected to purple PVC reclaimed main lines
with restrained MJ sleeves or other approved couplings and wrapped with purple
polyethylene wrap as specified.
d) Separation between Reclaimed Water and Wells
Reclaimed water distribution lines shall not be less than 100 feet from a well. Where
the required minimum separation from wells cannot be met, the Director of Engineering
must approve, and the piping and integrity testing procedures meet potable water main
standards. In no case shall the separation be less than 25 feet from a private well or 50
feet from a public well.
Sizing
Reclaimed water distribution system piping shall be sized in accordance with the good design
procedures, and master plan for reclaim water. The minimum pipe size for reclaim water shall be
four (4) inches. The design shall provide adequate pressure throughout the system, or as directed
by the Town of Pittsboro.
Installation
All utility extension permits must be obtained prior to construction. All reclaimed water mains
shall have a minimum cover of 3 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.
Vertical Realignments of all Piping Material: All piping material shall be restrained, blocked, and
anchored per the Town of Pittsboro approved detail, or per plan detail. Anchoring, and trust blocks
shall be formed, and poured to the provided dimensions.
DISTRIBUTION PIPING, VALVING, OUTLETS, AND OTHER APPURTENANCES
All new distribution piping in the reclaimed water system, including service lines, valves and other
appurtenances shall either be colored purple, and embossed, or be integrally stamped/marked with
the words "CAUTION: RECLAIMED WATER - DO NOT DRINK," or be installed with a purple
identification tape and tracer. All PVC pipe shall be colored purple, and text identified as described
above, no exceptions. The warning shall be stamped on opposite sides of the pipe and repeated
Standard Specification for Reclaimed Water Distribution System 4 1 Page

every 3 feet or less.
Existing potable or non -potable water lines that are being converted to reclaimed water use should
first be accurately located and tested in accordance with regulatory requirements. If required, the
necessary actions to bring the line and appurtenances into compliance with current regulatory
standards, should be taken. If the existing lines meet approval of the reclaimed water supplier and
NCDEQ, the lines can be approved for reclaimed water distribution. If verification of the existing
lines is not possible, the lines should be uncovered, inspected, and identified prior to use.
• Polyethylene wrap, locator tape, and tracer wire: Refer to Section 2 General Provisions
for Utility Construction of the Town Pittsboro Standard Specifications
Marker balls approved by the Town of Pittsboro shall be installed along reclaimed water
lines at a maximum spacing of 100 feet and depth not to exceed 2 feet. Generally, these
can be the non -programmable type balls. Additionally, the programmable style marker
balls shall be provided at all bends, fittings, and reducers. These'smart balls' shall be loaded
with the following information: depth to pipe (from the ball), diameter of the pipe, type of
fitting or feature, pipe material. All electronic marker balls shall be provided in purple color
for reclaimed water and shall be designed to reflect a specific signal back to the electronic
locator. The electronic marker balls shall be installed during pipe laying and provisions shall
be made to assure they are not damaged during backfill operations. Electronic marker balls
shall be tested by the utility contractor at the completion of backfill operations to assure
they are all working properly. Any defective units shall be replaced. All marker ball
locations shall be provided on the as -built drawings and the coordinates of these markers
shall be provided as append points file, GIS shape file or equivalent.
• Where approved by the Town of Pittsboro the use of tracer wire maybe used instead of
the marking balls. The tracer wire shall be purple in color, and 18-gauge wire.
All PVC piping shall be AWWA C900. Pantone 522 purple or equivalent. Cut sheet of material
manufacture shall be submitted for approval by the Town, or Town representative. The use of
C901 rolled tube/pipe is not allowable.
Pipe size 4 to 24 inch shall be designed, and manufacture in compliance with AWWA C900.
Minimum pressure rate of 200 psi, and standard pipe lengths of twenty (20) feet.
C900 PVC PIPE SIZES
Nominal Pipe
Diameter
Pressure
Rating
Dimension
Ratio
Wall
ThicknessDiameter
(inches)
Outside
4 - inch
235
18
0.267
4.8
6 - inch
235
18
0.383
6.9
8 - inch
235
18
0.503
9.05
10 - inch
235
18
0.617
11.1
12- inch
235
18
0.733
13.2
16 - inch
200
21
0.829
17.4
18 - inch
200
21
0.929
19.5
20 - inch
200
21
1.029
21.6
24 - inch
200
21
1.229
25.8
Standard Specification for Reclaimed Water Distribution System 5 1 Page

PVC Pipe shall not be exposed to direct ultraviolet radiation (sunlight) for more than 30 days,
whether the time is continuous or cumulative. PVC pipe shall be protected from direct ultraviolet
radiation for any time of exposure exceeding 30 days. PVC pipe that has been discolored by
exposure to ultraviolet radiation is unacceptable.
Installation and execution: The Owner or Contractor shall provide all materials, labor, tools,
equipment, and incidentals required for excavation, installation, backfilling and testing of water
mains and associated appurtenances shown on approved plans.
1. Pipe Installation: Reclaimed water main piping shall be installed in accordance with AWWA
C600. Pipe shall be installed on reasonably consistent grade and straight alignments, and
all joints shall be properly fitted. All pipe and appurtenances shall be placed in trenches
with suitable equipment to prevent damage to materials. Pipe and appurtenances shall not
be dropped into the trench. Damaged or defective materials shall be permanently marked
and removed from the project.
All foreign matter or dirt shall be removed from pipe and fittings. Pipe interior shall be
clean. Pipe that cannot be swabbed clean shall not be used. Materials with evidence of
oil, tar or grease shall be permanently marked and removed from the project. Chlorine
powder or tablets shall not be placed in pipe during installation.
Pipe jointing shall be accomplished according to manufacturer requirements. Bell and
spigot shall be cleaned and lubricated before jointing. Pipe installation shall progress with
bell ends facing the laying direction. Manufacturer's maximum allowable joint deflection
shall not be exceeded.
Pipe cutting for inserting valves, fittings or closure pieces shall be square, neat and properly
chamfered according to manufacturer requirements.
During installation, electrical continuity shall be maintained of the tracer wire between
valves. If a wire is cut or otherwise requires splicing, the ends of the wire shall be bared,
twisted together and connected with an electrical "twist cap".
While backfilling the reclaim water main trench, locator tape shall be placed 24 inches
above pipe. Locator tape shall bear the words: "Warning - Reclaimed Water Main Below".
2. PVC pipe shall be installed in accordance with AWWA C605. In the Town of Pittsboro, the
contractor shall bed pipe in a #78A four (4) inches below and one (1) foot above pipe. At
a minimum, all PVC pipe shall be installed at a Type 4 laying condition as specified by
AWWA C605 for depth of installation from three (3) feet to ten (10) feet measured from
the top of the pipe. The Type 4 laying condition requires the pipe to be bedded on a
minimum of 4 inches of select granular material that will conform to the bottom of the
pipe. Select granular material shall consist of Class 1 or Class 2, well -graded sand, gravel,
crushed gravel, crushed stone, or crushed slag composed of hard, tough and durable
particles, and shall contain no more than 10 percent by weight of material passing a 0.075
mm (No. 200) mesh sieve and no less than 95 percent by weight passing the 25 mm (1 inch)
sieve as defined by ASTM D2321. Pipe laying on a flat bottom trench is unacceptable.
Class 1 or Class 2 embedment material shall be compacted to the top of the pipe at 95%
or greater Standard Proctor Density Test. Careful attention shall be placed on compacting
embedment under the haunches of the pipe to prevent any potential voids. When using
Standard Specification for Reclaimed Water Distribution System 6 1 Page

mechanical compactors, avoid contact with the pipe. When compacting over the pipe
crown, a minimum cover of at least 8-inches or more in conformance with the
manufacturer's requirements shall be maintained over the top of the pipe prior to
compacting. The maximum embedment sizing shall be limited to materials passing a 3/-
inch sieve for angular materials or 1-% inches for rounded rock. Embedment materials
consisting of select material or native soils shall be well drained, granular, free of rocks and
other foreign materials and shall be selected and placed to prevent gouges, crimping, or
puncture of pipe, joints, or appurtenances.
3. For all other pipe material, the trench bottom shall be prepared with minimum 4-inch
thickness of #78M bedding stone and bell holes shall be prepared in the bedding. The
#78M shall be placed to spring line (encompassing the haunches), and to a foot above pipe.
4. Reaction Blocking: All water main fittings shall be installed with thrust restraint. Reaction
blocking shall be transit -mixed concrete of minimum 3,000 psi 28-day compressive
strength placed in adequate quantities for the size and shape of fitting being installed.
Reaction blocking shall be formed and poured such that mechanical joint bolts remain
accessible. The blocking shall be backed by firm solid earth. Where manufactured joint
restraint is used, concrete blocking shall be used only as recommended by the joint
restraint manufacturer. All blocking shall be formed, and poured per the provided
dimensions NOT over formed, and poured. The concrete shall be given twenty-four (24)
to cure prior to backfill and compaction.
Valves and Appurtenances
Valves shall be installed on all branches from feeder -reclaimed water mains according to the
following schedule: 4 valves cross, and 3 valves at tees.
Setting Valves and Valve Boxes: Valves shall be set at locations shown in approved plans. Valve
to pipe connections shall be mechanical joint. A cast iron valve box shall be installed, accurately
centered over the valve operating nut. Valve boxes shall be installed to the project finished grade.
When not in pavement, the valve box shall be protected with a precast concrete donut. The donut
shall be dug into the ground approximately two inches, so the donut is level, fully flush with the
ground and even with the top of the valve box. Valve boxes in paved sections shall be finished
flush with final grade and shall be supported at the top with a poured concrete collar at least 2-%
feet in diameter.
Testing standards when connecting to an existing system may require that 4 valves ultimately be
located at crosses, three (3) valves at tees, etc. beyond the minimum standard to assure adequate
testing can be achieved. In such cases, the valves shall be shown on the plan drawings and included
in the testing plan submitted by the Engineer of record.
Where no reclaimed water line intersections exist, a main line valve shall be installed at every
distance of 500 feet between valves, or as approved by Town Engineer, Public Utilities Director,
or their authorized representative.
All valves for reclaimed water applications, 12-inches in diameter and smaller shall be resilient
seated wedge gate valves in conformance with the requirements of AWWA C509, (grey or ductile
iron body) or AWWA C515, (reduced wall ductile iron body) and provided with a full
circumferential pipe opening. All gate valves shall be designed for a working pressure of 250-psi
with a minimum ULFM rating of 200-psi. Gate valves shall be fusion -bonded epoxy, (FBE) coated
Standard Specification for Reclaimed Water Distribution System 7 1 Page

both interior and exterior at a minimum of 10mils and the FBE coating shall be provided in
conformance with AWWA C550. All gate valves shall be assembled with stainless steel bolts.
All gate valves 12-inches in diameter and smaller shall be installed in the vertical position and shall
be provided with mechanical joint fittings. Gate valves shall be restrained by wedge action retainer
glands or other approved manufacturer provided restraining systems. In all cases, the valve and
piping shall be restrained on both sides to sufficiently allow the valve to function as a dead end.
All gate valves shall open left with a non -rising stem and be provided with a 2-inch square
operating nut. All gate valves shall be constructed with triple O-ring seals in which 2 O-rings are
located above the thrust collar and 1 O-ring is located below the thrust collar. The two upper 0-
rings shall be replaceable with the valve fully open and subjected to full rated working pressure.
The gate valve wedge shall be fully encapsulated in molder rubber and fully retractable. All valves
shall be rated for bi-directional flow. All sealing gaskets shall be made of EPDM rubber materials.
Gate valves 16-inches through 24-inches shall comply with all specifications outlined for gate
valves 12-inches and smaller in the previous section including the 250-psi pressure rating. Gate
valves 16-inches through 24-inches shall be fabricated exclusively with ductile iron construction
in conformance with AWWA C515.
As additional requirement, gate valves 16-inches through 24-inches if installed vertically shall be
provided with a minimum of 2 feet of overhead clearance between the top of the operator nut
and the finished subgrade. Gate valves 16 through 24 inches in diameter shall be provided with a
4:1 spur gear reducer.
Gate valves, 16 inches and larger, installed in a horizontal position, shall only be provided, as
permitted by the Public Utilities Director for special circumstances where vertical alignment is not
possible. All horizontal gate valves shall meet or exceed the specifications outlined herein for
vertical gate valves including the 250-psi pressure rating. All horizontal gate valves shall be
equipped with bevel gears resulting in 4:1 or 6:1 turn ratios through 24-inches in diameter.
All gate valves for reclaimed water applications shall be painted purple, Pantone 522 with
approved field application paint by the contractor prior to installation or otherwise wrapped in
purple polyethylene wrap for required identification as a reclaimed water valve.
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.
Combination Air Values
Combination air valves shall be provided to purge air from the system at startup, vent small pockets
of air while the system is being pressurized and running and prevent critical vacuum conditions
during draining. Combination air valves approved for use in reclaimed water installations shall be
installed at all high points of reclaimed water lines 8 inches in diameter or larger and at other
locations, such as major changes in slope, as directed by the Town. A high point shall be
determined as any high location where the difference between the high elevation and adjacent
low elevation exceeds 10 feet unless otherwise determined by the Public Utilities Director based
on special circumstances. The combination air valve shall automatically exhaust large volumes of
Standard Specification for Reclaimed Water Distribution System 8 1 Page

air from the system when it is being filled and allow air to re-enter the pipe when the system is
being drained. 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-PSI working pressure. Combination air valves shall be sized by the Engineer and approved
by the Town.
Combination air valves shall be of the single housing style with Type 304 or 316 stainless steel
body 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.
The valve shall have a minimum two (2) inch NPT inlet and the inlet body shall be rated for
minimum 250-PSI working pressure. Combination air valves sized from 2 to 4 inches shall be
provided with NPT inlets and outlets unless otherwise submitted for approval with flanged
connections. The combination air valve shall be provided with cylindrical shaped floats and anti -
shock orifice made of high -density polyethylene. Combination air valves with spherical floats shall
not be accepted. All combination air valves shall be installed in accordance with the Details.
The combination air valve shall be installed in standard eccentric manhole as shown in the Town
approved detail drawings. The manhole frame and cover shall be stamped "Reclaim Water" with
the Town of Pittsboro, and town log. The combination air valve shall be provided with a controlled
diameter saddle tap in the same sizing as the combination air valve assembly and isolated with a
gate valve of the same size. The isolation gate valve shall be provided with NPT threads and
connected with "no lead" brass or bronze ball valves may be used in lieu of gate valves for
installations' 2-inches or smaller. The isolation valve shall be rated for 200-psi service or greater.
The contractor shall paint the inside of all manholes housing ARV's with Pantone 522 purple paint
and stencil the words "CAUTION: RECLAIMED WATER - DO NOT DRINK" on the outside of the
manhole in at least 2 locations on both sides of the ASRV. The lettering shall be at least 3 inches
in height and be painted in black visible paint that can be easily noticed from ground level.
Valve Boxes
Valve boxes shall be cast iron, screw type, with a 5-inch opening. Valve box ring adjustments will
not be allowed.
Valve box covers shall be square in shape (NOT round) and shall be designed for AASHTO H-20
truck loadings. All valve box covers shall be of non -interchangeable shape with potable water
covers and cast on the top surface with a recognizable inscription indicating "RECLAIMED
WATER". All valve box covers shall be painted, Pantone 522.
The valve box shall be centered over the operating 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 3,000-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.
Standard Specification for Reclaimed Water Distribution System 9 1 Page

For valve box and manhole adjustment procedures refer to Section 2, Infrastructure and Utility
Construction. No valve box, meter box, manhole or clean -out shall fall in sidewalks, ramps, or
curb/gutter.
Appurtenances
Pipe fittings shall conform to AWWA C153 for compact fittings. Fittings shall be mechanical joint
in accordance with AWWA C111. Fittings shall be ductile iron with a minimum working pressure
rating of 250 psi.
Fittings shall be cement mortar lined and seal coated in accordance with AWWA C104. Fittings
shall have an outside coating of bituminous material that is maintained through storage, handling,
and installation. Fittings shall not be installed without a complete and thorough bituminous coat.
All fittings shall be restrained to C900 pipe with an approved wedge action retainer gland or other
approved restraining method. All DI fittings for reclaimed water use shall be identified by painting
or wrapping with polyethylene wrap in Pantone 522 purple. At the discretion of the Town of
Pittsboro, Meg -a -lug retainer glands may be accepted in certain instances when joint restraint is
required.
Blow -offs installed on reclaimed water mains at the end of cul-de-sacs shall be a minimum of 2
inches. Where there is not sufficient pressure to thoroughly flush the system, a larger blow off
will be required.
Blow -off assembly sizing for distribution mains, 4 through 8 inches in diameter, shall be the typical
2-inch assembly as shown in the Town approved details. The 2-inch valves shall be gate type
provided with threaded connections 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.
Typical 2-inch blow off assemblies shall be provided with SDR 21 purple PVC pipe rated at 200-
psi and labeled for use with reclaimed water systems. The SDR 21 PVC pipe shall be joined with
bell and spigot joints restrained by solvent weld. The PVC pipe shall be joined to the threaded
connections of the 2-inch gate valve with PVC transition couplings with metal threads. The metal
inserts of the transition couplings shall be made of stainless steel, "no lead" brass or bronze. The
transition couplings shall be connected to the gate valve with threaded "no lead" brass nipples.
Threaded PVC pipe and joints with connections threaded in PVC shall not be allowed. All threaded
connections shall be provided with metal threads to maintain the pressure rating of the blow off
assembly.
For blow -off assemblies on main lines larger than 8-inches in diameter, a blow off assembly design
including calculations for sizing shall be provided by the design engineer of record and approved
by the Engineering Department.
a) All blow -offs shall drain to the nearest sanitary sewer manhole when there is a sewer
manhole within 200 feet. In cases where a sewer manhole is not within 200 feet, the blow -
off assembly may be omitted at the discretion of the Town Engineer, and or Public Utilities
Director in cases where another blow off assembly is in close proximity.
b) Everything blow -off assemblies for reclaimed water installations in which the system will
be initially charged with potable water, shall be required to maintain an air gap separation
from the blow off discharge pipe to the sanitary sewer manhole.
Standard Specification for Reclaimed Water Distribution System 10 1 Page

c) A typical potable water blow -off assembly may be utilized in lieu of a standard reclaimed
water blow off assembly, in cases where a dead end reclaimed water main
An approved Pantone 522 purple paint is required to meet color identification requirements and
referenced herein as the color code identification for reclaimed water piping, valves, and other
appurtenances. Field application of Pantone 522 purple to valves, fittings, manholes and other
appurtenances shall be implemented in conformance with manufacturer specifications including
surface preparation. In all cases a minimum film thickness of 18-mils shall be applied. For
applications open to daylight, the paint shall have UV protection. The paint shall consist of a two -
coat system consisting of a part high solid cured epoxy as the primer with a polyurethane topcoat.
For applications not exposed to sunlight, the paint shall be a two -coat application of a high solids
cured epoxy.
All fittings, valves, blow offs and appurtenances other than pipeline joints shall be restrained with
approved wedge action retainer glands. All wedge action retainer glands shall be manufactured as
a one-piece retainer gland for use with typical DI mechanical joint fittings, gate valves and PVC
C900 pipe. The wedge action retainer glands shall be rated to provide restraint up to a 200-psi
pressure rating for sizes through 24 inches with a safety factor of 3 to1. Approved wedge action
retainer glands shall be made of ductile iron, coated with a manufacturer applied epoxy coating or
polyester powder coating, including stainless steel bolts and nuts.
Reclaimed water service taps
Individual reclaimed water services and multiple branch services shall be provided from the
reclaimed water main to each reclaimed water meter in accordance with the Town approved
details. Multiple branch services for reclaimed water shall not exceed one (1) branch lines unless
otherwise approved by the Public Utilities Director. Service connections shall be made
perpendicular to the reclaimed water main and shall run straight to the reclaimed water meter.
The use of C901 rolled/tubed material is not allowed, only ridge pipe shall be used.
All reclaimed water meter boxes and vaults shall be located at the right of way or easement of
private property. 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 discretion
of the Public Utilities Director.
Provisions for backflow prevention shall be in accordance with the NC Plumbing Code for
plumbing. Normally no backflow provisions will be necessary on reclaimed water systems.
Approved backflow prevention devices shall be required on the potable water system for all
customers with reclaimed water service. Units shall be tested per the requirements set forth in
the Town of Pittsboro Chapter 25, Utilities Ordinance, Article VI Cross Connections between a
Private Supply and The Town of Pittsboro Water System.
The reclaimed water meter shall be sized based on applicant water budget calculations using the
approved method. The minimum size of reclaimed water meters shall be %-inch diameter and the
minimum services shall be 3/-inch diameter. Multiple branch service sizing shall be determined by
the designer.
Service taps to existing reclaimed water mains shall be made by a licensed utility Contractor of the
Developer.
Standard Specification for Reclaimed Water Distribution System 111 Page

Materials
Direct taps shall not be allowed with C900 PVC, or Ductile Iron pipe for reclaimed water mains.
The maximum size for saddle taps is 2 inches in diameter. All taps larger than 2-inches shall be
installed by inline fittings or tapping sleeves. All tapping of C900 PVC reclaimed water 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. Twist drill bits and auger bits shall be prohibited.
Service Saddles
All service saddles shall be fabricated with an 85-5-5-5 waterworks brass and fabricated in a
controlled diameter configuration to prevent over tightening the bolts and distorting or stressing
the PVC pipe. Service saddles shall provide full support around the entire circumference of the
pipe. All service saddles shall be manufacturer approved for use with C900 PVC pipe in
conformance with AWWA C800. Service saddles shall be provided in a 2-piece bolted design for
4 through 8-inch pipe diameters and in a 3-piece assembly for 10 and 12-inch diameters. All
service saddles shall be provided with an EPDM rubber gasket O-ring design in conformance with
ASTM D2000. Service saddle outlets shall be provided with AWWA tapered threads.
Tapping Sleeves
MJ tapping sleeves shall be fabricated of cast iron or ductile iron construction in a two-piece
assembly with mechanical joint connections to the main line and flanged connection to the tapping
valve. All MJ tapping sleeves shall be rated for a working pressure of 200-psi or greater and
provided with a 1-inch test plug for testing. All tapping sleeves shall be hydrostatically tested up
to 200-psi for thirty (30) minutes before a tap is made. Tapping sleeves shall NOT be air tested.
All mechanical joint tapping sleeves shall be manufacturer fabricated and approved for
installation on the specific main line pipe material, whether C900 PVC pipe. In all MJ tapping
sleeve applications, the tapping sleeve and tapping valve shall be provided by the same
manufacturer.
Stainless steel tapping sleeves may be used in lieu of mechanical joint tapping sleeves for C900
PVC reclaimed water mains 6-inch through 12-inch in diameter at sizing as shown in the following
table. All stainless -steel tapping sleeves shall be manufactured in conformance with AWWA C223.
All SS tapping sleeves shall be provided in a two-piece assembly with a full circumferential gasket
and a 3/ inch teat plug. The back band shall be a minimum 14-gauge stainless steel and the front
band (where the outlet is located) shall be a minimum 12-gauge stainless steel. The bolt bars shall
be a minimum 7-gauge stainless steel. All SS tapping sleeves shall be manufacturer rated for a
working pressure of 200-psi or greater and hydrostatically tested to 150-psi for thirty (30) minutes
before a tap is made. Stainless steel tapping sleeves shall NOT be air tested.
STAINLESS STEEL TAPPING SLEEVE SIZES
Nominal Main
Size (inches)
Nominal Branch
Size (inches)
6
4
8
4
8
6
Standard Specification for Reclaimed Water Distribution System 12 1 Page

STAINLESS STEEL TAPPING SLEEVE SIZES
Nominal Main
Size (inches)
Nominal Branch
Size (inches)
10
4
10
6
12
4
12
6
12
8
Tapping saddles shall not be used with PVC pipe.
Corporation Stops shall be ball type, fabricated with "no Lead" brass. The inlet shall have 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. The outlet connection of the corporation stop shall be sized for IPS,
Iron Pipe Size polyethylene piping and provided with a solid stainless -steel insert stiffener
manufactured by the same manufacturer of the corporation stop ball valve. The outlet connection
to the polyethylene service piping shall be by compression connections provided with the
corporation stop ball valve.
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 tapping shall be made within 3 feet of the end of the reclaimed water
main.
Service Piping
Polyethylene service piping shall be provided as minimum 3/-inch to maximum 2-inch, IPS, (iron
pipe size), inside diameter controlled, piping in conformance with ASTM D2239 and rated for 200-
psi. All polyethylene service piping shall comply with NSF14, AWWA C901 and meet all
requirements of PE 3710 code designation. The piping shall be provided with no breaks or fittings
in service installation lengths of 100 feet or less. All polyethylene service piping shall be provided
in purple color, Pantone 522, for reclaimed water applications with the words, "CAUTION -
RECLAIMED WATER DO NOT DRINK" labeling the piping as reclaimed water service piping. All
PE piping shall be provided with tracer wire. Trace wire shall be #12 AWG Copper Clad Steel,
Extra High Strength with minimum 1,150 lb. break load, with minimum 30 mil purple HDPE
insulation thickness.and attached in at least 3 feet intervals with non-metallic fasteners. The tracer
wire may be attached to the pipe by the pipe manufacturer or attached in the field. The tracer
wire shall be connected visibly inside the meter box for use by Town of Pittsboro utility locating
staff. All connections to PE piping shall be provided with stainless steel insert stiffeners provided
by the same manufacturer of the corporation stops and/or the meter setters and approved by the
manufacturer for use with PE piping.
Copper Setters
The minimum service size for reclaimed water copper setters is 3/-inch in diameter. "Copper
setters" shall consist of "no lead" brass components (meeting UNS C89833 as per ASTM B584)
and be installed in reclaimed water applications as shown in the details and provided with a
lockable, full port "no lead" ball valve on the inlet side of the meter and a second full port "no lead"
Standard Specification for Reclaimed Water Distribution System 13 1 Page

ball valve on the outlet side of the meter.
"Copper setters" shall be provided in a 15-inch vertical rise at the shape and configuration shown
in the Town approved detail. "Copper setters" shall be installed in the center of the meter box
such that the top of the inlet and outlet piping is visible for inspection. "Copper setters" shall be
provided with "no lead" compression connections sized for polyethylene piping as specified herein
for both inlet and outlet connections. Typical saddle nuts shall be provided with reverse or left-
hand threads for connecting reclaimed water meters with reverse or left-hand threads. The top
of the ball valve shall be text identified for use with reclaimed water by a manufacturer installed
metal tag.
Water Meters
Reclaimed water meters for 3/-inch services will be provided by the Town of Pittsboro with reverse
or left-hand threads. Reclaimed water meters shall be color identified by purple Pantone 522
cover and casing.
Water Meter Box
Meter boxes for 3/-inch reclaimed water services shall be made of heavy duty fiberglass reinforced
polymer. The box shall be molded as one piece and provided in a circular shape with a diameter
of 20 inches and a depth of 24 inches. The box shall be provided with pre-cut entry areas
approximately 3 inches wide by 4 inches high for the service pipe entrance and exit. The plastic
box shall be provided in purple color dyed into the fiberglass construction. The meter box cover
shall be made of light weight polymer concrete dyed purple, Pantone 522 with the words,
"CAUTION RECLAIMED WATER -DO NOT DRINK", embossed in the cover. The meter box cover
shall be provided as a solid polymer cement cover with no reader door. The meter box cover shall
be provided with one (1) stainless steel locking bolt. The stainless -steel locking bolt shall be
provided in a Penta head configuration. The box and cover shall be load rated for a vertical load
of 20,000-lbs. The inside of meter box shall be labeled indicating, "CAUTION RECLAIMED
WATER -DO NOT DRINK" in lettering at least 1-% inches in height that is clearly legible when
opening the cover. All fittings and connections shall be "no lead" brass conforming to UNS C89833
as ASTM B584.
Meter Boxes for 1-% and 2-inch services shall be made of fiberglass reinforced polymer and
provided with heavy duty rated polymer concrete covers as indicated in the Standard Details. All
meter box covers shall be consistently color -coded purple (Pantone 522 C) and marked on the top
surface with recognizable inscription indicating "RECLAIMED WATER -DO NOT DRINK" painted
with a protective bituminous coating before being shipped from the factory. No valve box, meter
box, manhole or clean -out shall fall in sidewalks, ramps, or curb/gutter.
For valve box and manhole adjustment procedures refer to Section 2, Infrastructure and Utility
Construction
Standard Specification for Reclaimed Water Distribution System 14 1 Page

TESTING AND INSPECTIONS
A. GENERAL
Town of Pittsboro staff must be present for all pressure testing, disinfection and flushing
activities.
2. All reclaimed water used in testing and inspection must be disposed of properly per the
Towns requirements.
3. All valves will be turned by Town staff only. Others who turn Town valves shall be
subject to fines of up to $15,000 per indecent.
4. All materials must be approved by the Town of Pittsboro prior to installation. Materials
rejected by the Town shall be immediately removed from the jobsite.
5. The Contractor shall furnish all materials, labor, and equipment to perform all testing and
inspections to the satisfaction of the Town of Pittsboro. The Town shall provide water
for testing purposes on reclaimed water mains in accordance with Town Standard.
6. In cases where the reclaimed water system will initially be supplied with potable water,
all reclaimed system testing shall be conducted with potable water. No system testing
shall occur with potable water until such time after the backflow preventer assembly has
been inspected and made operational by the Town.
B. TESTING
1. Hydrostatic Testing
a) No valve in the Town reclaimed water system shall be operated without
authorization in accordance with the Town Standard Procedure. A section of
reclaimed water main which is to be hydrostatically tested shall be slowly filled with
reclaimed 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 and repaired using a
stainless steel full circle repairclamp.
b) After all air has been expelled from the water main, the line shall be tested to a
pressure of 200 psi as measured at the lowest elevation of the line for a duration of
2 hours. The pressure gauge used in the hydrostatic test shall be calibrated in
increments of 10 psi or less. The pressure gauge shall be liquid- filled and indexed
for an operating range of 300-psi or less with a minimum dial size of 4 inches. At the
end of the test period, the leakage shall be measured with an accurate water meter.
c) 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 C605. All visible leaks
shall be repaired regardless of the amount of leakage.
Standard Specification for Reclaimed Water Distribution System 15 1 Page

Maximum Leakage Allowed per
AWWA C605
Pipe Size
inches
Allowable Leakage at 200-psi
(Gal/Hour per 1000-ft of Pipe)
4
0.38
6
0.57
8
0.76
12
1.15
16
1.53
18
1.72
20
1.91
24
2.29
2. Disinfection
a) All additions or replacements to the reclaimed water system shall be disinfected with
chlorine in conformance with AWWA C651 before being placed in service under the
supervision of the Town's Infrastructure Field Technician 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 not less than 50-ppm and not more than 100 ppm total
chlorine immediately after chlorination. The chart below shows the required
quantity of 70% HTH compound to be contained in solution in each 1,000 feet
section of line to produce the desired concentration of 100 ppm.
Required Hypochlorite Concentration
Pipe
Size
(inches)
Pounds of High Test
Hypochlorite (70%) to
reach 50-ppm
per 1,000 feet of line
Pounds High Test
Hypochlorite (70%)
to reach 100-ppm
per 1000 feet of line
6
0.88
1.76
8
1.56
3.12
10
2.42
4.84
12
3.50
7.00
14
4.76
9.52
16
6.22
12.44
Standard Specification for Reclaimed Water Distribution System 16 1 Page

Required Hypochlorite Concentration
Pounds of High Test
Pounds High Test
Hypochlorite (70%) to
Hypochlorite (70%)
Pipe
reach 50-ppm
to reach 100-ppm
Size
(inches)
per 1,000 feet of line
per 1000 feet of line
20
9.76
19.52
24
14.00
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 watermains.
iv. HTH solution shall remain in reclaimed water mains for no less than 24-hours or as
directed by the Town's Infrastructure Field Technician.
v. Extreme care shall be exercised at all times to prevent the HTH solution from
entering existing reclaimed watermains.
3. Flushing
a) At the completion of disinfection, chlorinated water flushed from the reclaimed water
main shall be disposed of in conformance with all Federal, State and local regulations.
b) In accordance with all applicable regulations, a neutralizing chemical shall be applied to
minimize chlorine residual in the flushing water before discharging from the reclaimed
water main, unless an alternate plan is submitted in writing and approved by theTown.
c) Free residual chlorine after 24 hours shall be at least 10 ppm or the Infrastructure Field
Technician will require that the lines be re- chlorinated.
d) Flushing of lines may only proceed after 24 hours of disinfection contact time and as
directed by Town staff, provided the free residual chlorine analysis issatisfactory.
4. Bacteriological Sampling
a) Reclaimed water leaving the system because of line flushing must be returned to a
sanitary sewer. Bacteriological sampling shall consist of 2 consecutive sets of acceptable
samples taken at least 24-hours apart and collected from each 1,200-foot section of
water main and all dead ends and branches. Samples for bacteriological analysis shall be
witnessed by the Town staff after flushing is completed. The Contractor shall furnish
the sample bottles, the testing agency and shall secure these samples. The Contractor
shall make arrangements with the laboratory that all test results be submitted directly to
the Town or designee. All costs for laboratory testing shall be borne by theContractor.
Standard Specification for Reclaimed Water Distribution System 17 1 Page

b) The laboratory secured for testing shall be certified by the State Laboratory of Public
Health. All sample bottles provided by the laboratory shall be sterilized and treated with
a dechlorinating agent, such as sodium thiosulfate. The sample bottles shall be provided
with tamper proof seals that will be adhered to the bottles by Town staff. The bottles
and tamper proof seals shall be accompanied by a chain of custody form provided by the
certified laboratory conducting the testing. All samples shall be taken in compliance with
the sampling protocols provided by the certified laboratory and processed for delivery
under the direct supervision of Town staff. The samples shall be kept in a cooler at
approximately 40-degrees Fahrenheit or 4-degrees Celsius and delivered to the certified
lab for testing as soon as possible. The time at which the sample is taken shall be
recorded on the chain of custody form by Town staff. Any samples processed at the
laboratory more than 30-hours following collection shall be declared invalid. All samples
shall therefore be submitted to the lab within 24-hours of collection.
c) When a sample has a positive hit for fecal chloroform, the Contractor shall immediately
rechlorinate reclaimed water mains and proceed with such measures as are necessary to
properly disinfect those reclaimed water mains again. A positive hit for total chloroform
however does not require the lines to be retested.
d) The new reclaimed water system shall be valved -off from the existing reclaimed water
system until a satisfactory bacteriological sample has be obtained and the Town has
authorized the use of the new reclaimed water system.
5. Marker Ball and Marker Tape Testing
a) Testing of the marker balls and tape shall be performed by the Contractor at the
completion of the project to assure they are all working properly. It is the Contractor's
responsibility to provide the necessary equipment to test the markers. Any defective,
missing, or otherwise non -locatable units shall be replaced.
6. Completion of Testing
a) At the completion of testing and after reclaimed water mainlines and services have been
successfully inspected, reclaimed service lines shall be locked at the angle ball valve. The
locks will be provided by the Town and shall prevent any unauthorized use of reclaimed
water until the meter has been set.
b) In the interim period between constructing the service line and setting the meter, any
unauthorized use of reclaimed water shall be subject to fines and penalties as provided
under Town ordinances.
c) Any relocation of the reclaimed service assembly shall require a separate permit from
the Town of Pittsboro unless otherwise authorized by the Town's reclaimed water
coordinator.
d) At such time when the meter is set, the lock will be removed from the meter yolk. Only
after the reclaimed service installation has been confirmed by water testing, shall the
meter be installed and made operational.
Standard Specification for Reclaimed Water Distribution System 18 1 Page

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Engineering Calculations/
Reclaimed Water Model
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

MCKTM CREED
ENGINEERING TECHNICAL MEMORANDUM
TO:
Kent Jackson, PE - Town of Pittsboro
.• �AAQ<�,y%,,
`�`p�Usloy''.
Q
-_'��� SE
FROM: Wes Hutchins, PE - McKim & Creed, Inc.
DATE: July 23, 2022
RE: Chatham Park Section 6.2 Phase 1 Reclaim
Distribution System Potential Expansion Analysis
049224
REVISED
McKIM & CREED #:
01561-0015
0.
.
���111111111511�`
Background & Purpose
This memorandum serves as a revision to a vreviouslu sealed revort dated 71712021.
McKim & Creed, Inc. received subdivision plans for a development commonly referred to as Section 6.2
Phase 1 in Chatham Park, designed by WithersRavenel. This development is located in the Town of
Pittsboro (Town), NC, and was included in the North Village Utility Plan Update for Reclaimed Water
submitted on February 11, 2019, approved and updated on June 17, 2019, described as Section 6.2 Phase
1.
The new Chatham Park Water Recovery Center (CP WRC)), currently under construction southeast of
the proposed development, will supply the reclaimed water for this area when available. Currently, a
12-inch dry reclaimed water line was previously installed along Chatham Park Way from 64-Business to
Suttles Road to serve future phases of development. A planned 6-inch reclaimed line will connect to thee
12-inch stubout along Suttles Road and will be routed to Chatham Park Way heading northward. The
proposed Section 6.2 Phase 1 development will connect into this 6-inch reclaimed distribution line
through proposed 4-inch reclaimed lines to be installed along Chatham Village Way and Parkland Drive.
The reclaimed water system will loop with a 4-inch line along Hillway Road, between Chatham Village
Way and Parkland Drive.

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 2 of 15
The purpose of this memorandum is to report model -predicted hydraulic characteristics for this area's
reclaimed water system under future buildout conditions summarized in the June 17, 2019 update to the
North Village Utility Plan Update for Reclaimed Water.
The analysis found that the reclaimed distribution system pipeline sizes, as originally designed and
shown, are appropriately sized when additional reclaimed water becomes available, and the proposed
demands as indicated in the area are serviced. Details of this analysis follow.
Model Criteria
The North Carolina Administrative Code (NCAC) T15A:18c.0405b states a water distribution system
should provide at least 30 psi during peak flow conditions. Additionally, the AWWA Manual of Water
Supply Practices M32 recommends a maximum design velocity of 10 feet per second (fps) with 5 fps as
a more desirable range. These are the standards against which the reclaimed water system design has
been compared in this memorandum.
Reclaimed Water System in Section 6.2 Phase 1
Planned potable and reclaimed waterlines for the proposed developments are shown in the
WithersRavenel exhibit shown in Figure 1 and Figure 2 attached as Appendix A. Reclaimed water lines
are shown in light purple. The design consists of approximately 2,400 linear feet (LF) of 4-inch pipe along
Chatham Village Way, approximately 2,000 LF along Parkland Drive, and approximately 600 LF along
Hillway Road.

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 3 of 15
4" Reclaimed Water
o
C
�
>-
N -
`v-
3;
E
I
_...,
f-
--T--
- ---
ofm z
ZINN_
1
0r
z
�V='
gs�
Planned 6";
Reclaimed
.� •
Water
Ga �M
_
- 1
4" Reclaimed Water
Figure 1. Planned water lines for Section 6.2 Phase 1. A larger version of this exhibit, provided by
WithersRavenel, can be found in Appendix A.

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 4 of 15
�I
I
I
r
►
�.
I i-,
I
I
I
a:
4" Reclaimed Water
I
z
4" Reclaimed Water
i
4" Reclaimed Water
C4.2
Figure 2. Planned water lines for Section 6.2 Phase 1. A larger version of this exhibit, provided by
WithersRavenel, can be found in Appendix A.
The proposed development will consist primarily of residential units with a few parcels identified as an
activity center or park. Section 6.2 Phase 1 will consist of 108 total units per the site plan developed with
WithersRavenel dated June 26, 2021.
Model for Proposed Conditions
For the proposed design, the 4-inch main will not immediately serve any demands. The proposed Phase
1 of the Section 6.2 development will not include reclaimed water demands in the residential areas at this
time.. Future loading and reclaimed demands will be included in a separate evaluation.
The future loading information, as described in the June 17, 2019 update of the North Village Utility Plan
Update for Reclaimed Water, can be found in Figures 3 and 4, as well as Appendix B.

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 5 of 15
li.y
.: N oA � i is& &I
Land t[s� lan e:
: rn. slog►
• f.} �ska+-itrC.nr i75eC
— szawtlal4mroor s 11II.Ti
n>VL � a. 1�369
mil DN1oa� 1 0�
[eAn3 51 T%w pm 9 5ure han 17Zw�
n-I.fi..d s.., ,.
Chatham Park\otrb Village Utlltty Ran Update -Reclaimed Winer
aI1.
trrigadon and Reuse Demand t *a d f ng Totals hyJttnctian N,II JM&CRFkD
Figure 3 — Total demands (gpd) per model junction

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 6 of 15
i ._ r. Sr►wrd
NoA VtIr `Cy
r ITS��' S, t�5eC
'. iT m�txrxarih �
- - — -- utboniil0¢�Soor a Lr33C
�d n>At � oflva &,9p9
,w.•.r _ dei�el Dud ao� lr ttva
,+urJr�r Fiddeisflni�n 3;.311
6dvuiiir?w�d ��,OCC
- .r. �. �• INrl a74,794
i
.M
�y
2..re,a,.. rr
Chatham P+rk \u>th agR t'tl]ity flan tTpdate - Rrcl.tfined iYater ,,,., .
E-,,--.
irrigationand Renee 0muud trading byType Y[1r[,�i-KF.FI!
Figure 4 — Demand loading per category
The values listed in the figures for proposed future loading are presented in Table 1 for clarity. The
demands associated with the commercial areas of Section 6.2 are not included in this evaluation as the
current Phase 1 development plan only includes residential areas. As noted in Table 1 and on the
previous figures, no demands will be included in the residential lots in Phase 1 of Section 6.2 of Village
District South.

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 7 of 15
Table 1— Future Anticipated Demand Loading
Use Type
Demand Subtotal (gpd)
Non -Residential Indoor Reuse
5.2
40,560
6.1
22,880
Village District North
4,867
Village District South
10,951
7.1 Regional Center**
64,004
Activity Center
40,560
Commercial Outdoor Irrigation
11,850
Residential Open Space Irrigation
8,363
Residential Outdoor Irrigation
5.1 Thompson St. Subdivision
10,123
Athletic Fields Irrigation
35,841
3M Industrial Demand
250,000
Total
499,999
The proposed development was evaluated in continuous simulation, which allows for predicting
hydraulic system response to peak hour demands (PHD). Each demand category receives a diurnal
pattern reflecting an expected distribution and timing of different types of demands. Irrigation is
assumed to primarily occur in the morning hours, with a smaller peak in the evening hours. Additionally,
residential open space and fields receive an irrigation pattern once in a 48-hour period to reflect every
other day watering. Peaking factors and diurnal patterns applied to the model can be found in Section
5.4 of the June 17, 2019 version of the North Village Utility Plan Update for Reclaimed Water.
For evaluation of the reclaimed master plan model, the criteria shown in Table 2 was established. These
criteria align with those followed in other master planning documents associated with Chatham Park.

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 8 of 15
Table 2 — Reclaimed Water Model Evaluation Criteria
System Parameter
Evaluation Criteria
Value
Design Standard/Guideline
Min. during ADD or MDD
40 psi
Town of Cary Water Distribution
Master Plan
System Pressure
Min. during PHD
30 psi
NCAC T15A:18C.0405 (b)
Recommended Max Pressure
125 psi
Town of Cary Water Distribution
Master Plan
Piping Hydraulics
Max velocity during MDD
5 ft/sec
AWWA M32
Figure 5, attached as Appendix C, reflects the model -predicted minimum junction pressures. Minimum
system pressures were maintained above 40 psi, even during peak hour demand. Additionally, pipe
velocities remained below 5 ft/s throughout.
CHATHANII PA
MW
,NLn& Vil1
HKN.
Land VswPlan
Legend
7►ae+n�Rex�r qw
�.
is-aa
r
k
� c7rnea!'r�c
7lua
+4
�
� Tea Cyr' .•�
n
'l l.ar
Clues ai P ukNoNi YIIkV UOUty Elan Update - Ae d4iave d 1i ,[rf
Modeitd MInImmm Fmsuse5
...-
�hP�iQ!ti7t*CT{EEQ
Figure 5 - Model -Predicted Minimum Junction Pressures

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 9 of 15
Figure 6, attached as Appendix D, shows the corresponding model -predicted maximum pressures at
junctions, which may range from 50 psi upwards to 113 psi in the lower development sections. High
pressures are generally expected during a combination of lower -demand hours. Model -predicted
velocities are shown in Figure 7 and Appendix E.
CHATHAINl Pa .�
'Vurtb Vi]l �i �.
i�lnd l3serPl�n 1
''
�
Legend
• •
Apr
� CO
a 'CC •:�+
•
,�
�t
■ anwe�x7�
TniL�
,
,r!ILK
@ rrxl5arge
.Sx i�rr�inrr.A .
Chatham Park No Alt VlaA a l'tllity Plan UPkiOu Re U4jukt4 ►►A V;
blad4lW uawlu=nkFrtitlµCNt
4&A�[. T►•ltrL'RF.EQ
Figure 6 - Model -Predicted Maximum Junction Pressures

Engineering Technical Memorandum
Chatham Park Section 6.2 Phase 1 Reclaim Distribution System Potential Expansion Analysis
July 7, 2021
Page 10 of 15
CHATHAM PA M 1
Nth Vials
Land U w0lon �
f
L�jd
. ,v�treger�
i f _Y
� • dear.! 5tr�;e
O �w�a3a�gc
• r't
7
AA47 reC 6ai Plif2ti
' + J 'as r r['rax �,s
e — If k. r.6—A Siva A..
r � _ � �r�M1 l•r •.
ClutiuUL i'ruk NUIth Viliage L tlltt Mitt Update • Red aimed Water
►Aodeted Ma)dnumi Pipe Veiodtieg �'1lrfQlVlf •L"TtE�
Figure 7 - Model -Predicted Maximum Pipe Velocities
Conclusions for Section 6.2 Phase 1 Development
The master plan model, explained in the June 17, 2019 North Village Utility Plan Update for Reclaimed Water
found that the proposed 4" pipe diameters for reclaimed water lines in Chatham Park, including Phase
1 of the Section 6.2 development, are sufficient to serve the proposed future demands listed in the report.
Demands included in the master planning effort were intended for commercial use only. As the planned
residential development will not add any additional demand to the system, model results from the
previous master planning effort are assumed to be valid. The connecting pipes in the area are not yet in
place so the proposed 4-inch lines shown on the development plans will be installed as a dry pipe. The
model showed that the projected reclaimed demands for the proposed overall development could be
supplied with reclaimed water at a maximum velocity of less than 5 fps while maintaining pressures
above 30 psi during peak conditions and would therefore be in compliance with both the AW WA M32
recommendations and NCAC T15A:18c.0405b requirements.

4:��MCKIM&CREED
APPENDIX A
PROPOSED SECTION 6.2 SITE LAYOUT

APPENDIX B
PROPOSED CHATHAM PARK DEVELOPMENT
OVERALL RECLAIMED DEMAND LOADING

Tom'
T
T�f
(U FEET)
83
T) I North � T1
(us FEET) l `� 1 l,ll �/ 1
1 an4� Usc
/
z
h ...........
i
Legend S
Chatham Park WRF
7.1
E Total Demands (gpd)
i
'i o 90 - 2000
0) O 2000 - 10,000
s
0
o (l 10 nnn - an nnn
Mellot
°o
0
__ Use Type
-Demand Subtotal (gpd)
Non-Res�lential Indoor Reuse
\1
5.2
40,560
-- `— 6.1
22,880„ � ,
Village District North
4,867
-- Village District South
10,951
7.1 Regional Center
64,004
Activity Center
40,560
Commercial Outdoor Irrigation
11,850
Residential Open Space Irrigation
8,363
Residential Outdoor Irrigation
5.1 Thompson St Subdivision
10,123
Athletic Fields Irrigation
35,841
3M Industrial Demand
Total
250,0100
499,999
m \ I 6.1
E 0 40,000 - 80,000
U
n Tanks
Q
Q Tanks VIDS
n G jPump Station �E'Pbell%
�PRVs o j!
r Reclaimed Water Pipelines h 1 i 5:1 5.2 `os
S
V L -
Reclaimed Service Area
Reclaimed Service Area
D
11 I � Planned I
Probable Expansion
m , Potential -
6/14/2019
MIA
O ki US 64
f ��6�B'-Vn,Sources Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRC1an, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)
HwY OpenStreetMap contributors, and_the GIS User C mmunity
Ak
Chatham Park North Village Utility Plan Update - Reclaimed Water 1 inch = 2,000 feet
Irrigation and Reuse Demand Loading Totals by Junction .� MCKIM&CREED
Chatham Coun NC

N
NC NAD 83
(US FEET)
Legend
Demands
Demand Type
Residential Irrigation
X0 Open Space Irrigation
i
O Indoor Reuse
j-
Commercial Irrigation
0
o n Afklofi' Pin1A
E
Chatham Park WRF
U
D
Tanks
Q
C
Q
Tanks
n
5
Pump Station
E
PRVs
bReclaimed
Water Pipelines
S
V LReclaimed Service Area
Reclaimed Service Area
Q
D
D � Planned
Probable Expansion
a� -
m , Potential -
6/14/2019
l Tort�h Vil1-
��%_
ardUse 1aV\'
Mellot
7.1
sm
s
s
♦E
l�
PN
�o
6.1
T =
i�
CaRlpbe1�,
5.2
a,
VDS
G
,0
__ Use Type
"Demand Subtotal (gpd)
Non-Res�lential Indoor Reuse
1
V 5.2
40,560
_ --
6.1
- 22,88.0„ ,
Village District North
4,867
-- Village District South
10,951
7.1 Regional Center
64,004
Activity Center
40,560
Commercial Outdoor Irrigation
11,850
Residential Open Space Irrigation
8,363
Residential Outdoor Irrigation
5.1 Thompson St Subdivision
10,123
Athletic Fields Irrigation
35,841
3M Industrial Demand
Total
250,0100
499,999
r
5.4
0,18 US 64
64BUS,nGources Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRC1an, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)
HwY OpenStreetMap contributors, and_the GIS User C mmunity
Chatham Park North Village Utility Plan Update - Reclaimed Water 1 inch = 2,000 feet
Irrigation and Reuse Demand Loading by Type .� MCKIM&CREED
Chatham Coun NC

MCKI11 CREED
APPENDIX C
PROPOSED CHATHAM PARK DEVELOPMENT
MODELED MINIMUM PRESSURES

z
10
CL
z°
o
0
C—t -1w -A�-
HA",
North' Vill
O
L`ano Use 1aVOC
I
NC NAD 1 (US FEET)
O
_ � O
/-a
5 H`0hw aY 54
Legend
M3�k n�
Minimum Pressure (psi)
Mellot
7.1
0 40 - 60
-� os o 60 - 80
-. yene
� • >80
VDN
■ Chatham Park WRF
6.1 Tanks
0 Elevated Storage
VAS 0 0 Ground Storage
l
��Xbeul' � ,'boo��o�o�U � • Pump Station
PRVs
5:1 5.2�Gs ❑
Reclaimed Water Pipelines
�s 1 Reclaimed Service Area
0
Reclaimed Service Area
5.4
p Planned
w S.,I
Probable Expansion
O ki US 64
e a ;rtSources Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRGan, Esri Japan, METI, Esri China (Hong Potential
OpenStreetMap contributors, and the GIS User Community
Chatham Park North Village Utility Plan Update - Reclaimed Water 1 inch = 2,000 feet
6/14/2019 Modeled Minimum Pressures .� MCKIM&CREED
Chatham County,NC

APPENDIX D
PROPOSED CHATHAM PARK DEVELOPMENT
MODELED MAXIMUM PRESSURES

C —t -1w -A�-
I!N
-NT' h ViII
L,/"ano Use 'I
N
NC NAD 83
(US FEET)
14
NJ k n
Mellot Legend
7.1
Maximum Pressure (psi)
os m 0 <100
s �O 100 - 125
s
VDN
• >125
6.1
_ , ■ Chatham Park WRF
Tanks
VDS o - 0 Ground Storage
l /
r
Ca
�'Pbeul' boo �o�oU • Pump Station
y c, PRVs
Reclaimed Water Pipelines
Reclaimed Service Area
w �
Reclaimed Service Area
5.4
- Planned
Probable Expansion
O ki US 64 L _
Sources Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRG1an, Esri Japan, METI, Esri China (Hong Potential
.„�
OpenStreetMap contributors, and the GIS User Community
Chatham Park North Village Utility Plan Update - Reclaimed Water 1 inch = 2,000 feet
6/14/2019 Modeled Maximum Pressures .� MCKIM&CREED
Chatham County,NC

APPENDIX E
PROPOSED CHATHAM PARK DEVELOPMENT
MODELED MAXIMUM VELOCITIES

CHAT
�f
l TQrt1, Vill
O
L,/"ano Use lav
amp
z �o
�.
N
NC NAD 83
(US FEET)
� I
J —
„ex
Legend
nneuot Maximum Pipe Velocities
_ 7.1
<1 ft/s
5 ftls
m�
'[inm. y-nE
s � � >5 ftls
I
VDN�- T ■ Chatham Park WRF
\� I 6.1
:.. Tanks
a
0 Elevated Storage
VDS o° - 0 Ground Storage
,G
CaExpbeul �oCIL Pump Station
PRVs
5.1 5.2 Us ° Reclaimed Water Pipelines
Reclaimed Service Area
w �
Reclaimed Service Area
5.4
Planned
®b - T Probable Expansion
O ki US 64
r Potential
x 64s S,nSburc s Esri, HERE, Garmin, USGS, Intermap, INCREMENTP, NRCan, Esr i Japan, METI, Esri China (Hong 11
OpenStreetMap contributors, and the GIS User Community
Chatham Park North Village Utility Plan Update - Reclaimed Water 1 inch = 2,000 feet
Modeled Maximum Pipe Velocities v McKIM&CREED
6/14/2019 Chatham County,NC

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Property Ownership Documentation
GIS Property Records
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

Chatham County, NC Parcel Information
Area of Interest (AOI) Information
Area : 292.78 acres
Apr 3 2024 13:08:39 Eastern Daylight Time
r2.0
rn�rt3
75437
71493
7474
MV8
69490
Y
n
SJ
{
ti �-
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79072 7264
70327
- 7253
66937 70320 fia738
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Parcel Information
# AKPAR
PIN
Full AKPAR
Current Owners
Owner of Record
CHATHAM PARK
CHATHAM PARK
1
71493
9752-94-2861
0071493
INVESTORS LLC
INVESTORS LLC
#
Deed Name
Deed Book
Deed Page
Deed Year
Plat Book
CHATHAM PARK
1
INVESTORS LLC
1382
0377
2021
2021
#
Plat Page
Legal Description
Land Value
Improvement Value
Deeded Acreage
1
0049
TRACT14
4668165
0
291.21099854
Physical Address
Billing Name 1
Billing Name 2
Billing Name 3
Billing Address 1
!785
CHATHAM PARK
5440 WADE PARK BLVD
1 EUBANKS RD
INVESTORS LLC
No Data
No Data
STE 40
#
I Billing Zip
Total Value
Owner ID
City Code
City Code Description
1
1 27607-6067
4668165
1284686
PIETJ
PITTSBORO ETJ
Tax District Code Tax District Description Township Code Township Description Neighborhood Code
106 CIRCLE CITY FIRE 5 CENTER 14CPI
DISTRICT
Tax Neighborhood
#
Description
Exemption Code
Property Type
Subdivision Name
Area(acres)
CHATHAM PARK
CHATHAM PARK
1
INVESTORS
No Data
R
NORTH VILLAGE
292.78
Chatham County GIS shall not be held liable for any errors in these data. This includes errors of omission, commission, errors concerning the content of the data, and relative and
positional accuracy of the data. These data cannot be construed to be a legal document. Primary sources from which these data were compiled must be consulted for verification of
information contained in these data. Any resale of this data is strictly prohibited in accordance with North Carolina General Statute 132-10.

Chatham County, NC Parcel Information
Area of Interest (AOI) Information
Area : 87.76 acres
Apr 3 2024 13:06:05 Eastern Daylight Time
7207
75037
441'
747,-,
69490
71'
94479
io
Parcel Pop -Up
Parcels
Address Points
1 :4.800
0 D.04 0.08 0. 16:TTV
0.1 0.2 km
LnalhMs elwiy. cnmam' -a.qiy C'�

Parcel Information
# AKPAR
PIN
Full AKPAR
Current Owners
Owner of Record
CHATHAM PARK
CHATHAM PARK
1
7474
9752-65-8036
0007474
INVESTORS LLC
INVESTORS LLC
#
Deed Name
Deed Book
Deed Page
Deed Year
Plat Book
CHATHAM PARK
1
INVESTORS LLC
1384
0133
2008
2021
#
Plat Page
Legal Description
Land Value
Improvement Value
Deeded Acreage
1
0049
TRACT 11
1152045
0
82.40399933
Physical Address
Billing Name 1
Billing Name 2
Billing Name 3
Billing Address 1
!783
CHATHAM PARK
5440 WADE PARK BLVD
1 EUBANKS RD
INVESTORS LLC
No Data
No Data
STE 40
#
I Billing Zip
Total Value
Owner ID
City Code
City Code Description
1
1 27607-6067
1152045
1284686
PIETJ
PITTSBORO ETJ
Tax District Code Tax District Description Township Code Township Description Neighborhood Code
106 CIRCLE CITY FIRE 5 CENTER 14CPI
DISTRICT
Tax Neighborhood
#
Description
Exemption Code
Property Type
Subdivision Name
Area(acres)
CHATHAM PARK
CHATHAM PARK
1
INVESTORS
No Data
R
NORTH VILLAGE
87.76
Chatham County GIS shall not be held liable for any errors in these data. This includes errors of omission, commission, errors concerning the content of the data, and relative and
positional accuracy of the data. These data cannot be construed to be a legal document. Primary sources from which these data were compiled must be consulted for verification of
information contained in these data. Any resale of this data is strictly prohibited in accordance with North Carolina General Statute 132-10.

Chatham County, NC Parcel Information
Area of Interest (AOI) Information
Area : 89.65 acres
Apr 3 2024 13:09:41 Eastern Daylight Time
7474
m 11-09a
S
• m ? r'i
�+a�kla • .P �r • 4 4`
� � Dr • (• �e�' �' �titi I'y
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• � af"
'• • 9Ad79
95270
59537
70321
fi693T
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h
y a �
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0 Parcels
FF Address Paints
70325 y p 6 R C U
%
, 1 T0323"
1 4.800
o ti.oa
a.os
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Parcel Information
# AKPAR
PIN
Full AKPAR
Current Owners
Owner of Record
CHATHAM PARK
CHATHAM PARK
1
94479
9752-82-4263
0094479
INVESTORS LLC
INVESTORS LLC
#
Deed Name
Deed Book
Deed Page
Deed Year
Plat Book
CHATHAM PARK
1
INVESTORS LLC
1382
0377
2021
2021
#
Plat Page
Legal Description
IL Land Value
Improvement Value
Deeded Acreage
1
0191
TRACT 10
2189367
0
130.47200012
Physical Address
Billing Name 1
Billing Name 2
Billing Name 3
Billing Address 1
CHATHAM PARK
5440 WADE PARK BLVD
CHATHAM PKWY
17INVESTORS
LLC
No Data
No Data
STE 40
#
I Billing Zip
Total Value
Owner ID
City Code
City Code Description
1
1 27607-6067
2189367
1284686
PITTS
PITTSBORO
#
Tax Neighborhood
Exemption Code
Property Type
Subdivision Name
Area(acres)
Description
1
CHATHAM PARK
No Data
R
CHATHAM PARK
89.65
INVESTORS
NORTH VILLAGE
Chatham County GIS shall not be held liable for any errors in these data. This includes errors of omission, commission, errors concerning the content of the data, and relative and
positional accuracy of the data. These data cannot be construed to be a legal document. Primary sources from which these data were compiled must be consulted for verification of
information contained in these data. Any resale of this data is strictly prohibited in accordance with North Carolina General Statute 132-10.

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Grant Drive Phase 3
Plans (11 x 17)
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

SURVEY BENCHMARK
CONSTRUCTION PLANS
BOARD OF COMMISSIONERS PLAN APPROVAL
BENCHMARK IS NC GRID MONUMENT "GUNTER"
NAD 83 (2001), N 716,792.43; E 1,954,320.02
NAVD 88/GEOID 12B ELEVATION: 418.86
PARCEL DATA
PARCEL(PIN): NONE ASSIGNED PARCEL(PIN): NONE ASSIGNED
OWNER: CHATHAM PARK INVESTORS LLC OWNER: CHATHAM PARK INVESTORS LLC
DEED: DB 1382 PG 377; DB 1393 PG 1003; DB 1471 PG 1 DEED: DB 1569 PG 1092
ZONING: PDD ZONING: PDD
AREA: 120.057 AC AREA: 87.758 AC
PARCEL(PIN): NONE ASSIGNED
OWNER: CHATHAM PARK INVESTORS LLC
DEED: DB 1382 PG 377; DB 1569 PG 1092
ZONING: PDD
AREA: 292.773 AC
NOTE: PARCEL NUMBERS 94479, 7474, & 71493 AS SHOWN IN CHATHAM
CO LINTY CIS HAVE NOT BEEN UPDATED TO REFLECT LATEST PLAT AS
REFERENCED ABOVE.
SITE DATA TABLE
LOCATION
PROPOSED USE
TOTAL PROJECT ACREAGE
PHASE ACREAGE
ACREAGE THROUGHFARE/R/W
ACREAGE TOTAL MINUS R/W
TOTAL # OF LOTS ON PLAT
PROPOSED # OF NEW LOTS (SINGLE FAMILY)
PROPOSED # OF NEW LOTS (TOWNHOME)
EAST OF CHATHAM PARK WAYAND NORTH OF HWY 64
SINGLE FAMILY DETACHED & RESIDENTIAL TOWNHOMES
215.98 AC
12.45 AC
7.49 AC
4.96 AC
60 UNITS
30* UNITS
8* UNITS
PREVIOUSLY APPROVED# OF LOTS IN IN (SINGLE FAMILY) 14* UNITS
PREVIOUS LY APPROVED# OF LOTS IN IN (TOWN HOME)
8* UNITS
PROPOSED DENSITY
4.82* DU/AC(60 UNITSC(12.45 AC)
MINIMUM LOTAREA
2,018 SF
MEDIAN LOT AREA
3,310 SF
AVERAGE LOT AREA
3,294 SF
LF OF PUBLIC STREETS
3,228 LF
LF OF PRIVATE ALLEYS
1,215 LF
LF OF 5'SIDEWALK
3,356 LF
LF OF 10'MU LTI-USE PATH
0 LF
LF OF 10' GREENWAY
0 LF
LF OF 30" CURB & GUTTER
6,353 LF
LF OF 24"CURB&GUTTER
905 LF
LF OF 18" CURB & GUTTER
4,792 LF
LF OF STORM DRAINAGE
2,334 LF
LF OF 8" SEWER LINES
1,519 LF
LF OF 12" WATER LINES
2,805 LF
LF OF 8"WATER LINES
726 LF
LF OF 6"WATER LINES
144 LF
LF OF 4" RECLAIMED WATER LINES
2,541 LF
PARKING REQUIRED(SINGLE FAMILY)
2 SPACES/UNIT
GUEST PARKING REQUIRED (SINGLE FAMILY)
0 SPACES/UNIT
PARKING PROVIDED (SINGLE FAMILY)
88 SPACES
PARKING REQUIRED(TOWNHOME)
2 SPACES/UNIT
GUEST PARKING REQUIRED(TOWNHOME)
0.25 SPACES/UNIT
PARKING PROVIDED(TOWNHOME)
64 SPACES
ADDITIONAL ON -STREET PARKING
65 SPACES
IMPERVIOUS
DATA
TOTAL PROPOSED IMPERVIOUS AREA
359,745 SF(67.31%OF PHASE)
ROADS(PUBLIC)
181,560 SF
ALLEYS (PRIVATE)
24,114 SF
SIDEWALK(PUBLIC)
17,471 SF
LOTS
136,600 SF
FUTURE ON -SITE IMPERVIOUS ALLOCATION
LED AT CONSTRUCTION DRAWINGS
PARKAND OPEN SPACE CALCULATIONS
OPEN SPACE REQUIRED(1ATIB) 3.38 AC (SEE SHEET C120)
OPEN SPACE PROVIDED (1A) 14.43 AC
OPEN SPACE PROVIDED (113) 0.11 AC
PARK LAND REQU I RED(1ATIB) 6.52 AC(is"163)
CHATHAM PARK
SECTION 6.2 SUBDIVISION
PARKLAND PROVIDEDON-SITE 3.99 AC(REQUIREMENTTO BE METVIAOFF-SITE
DEDICATION)
" 14 SINGLE FAMILY LOTS (4501-4514) AND 8 TOWNHOME LOTS (4585, 4586, 4593, 4594, 4561, 4562,
4569, 4570) WERE SHOWN IN THE PHASE 1B PORTION OF THE APPROVED CHATHAM PARK SECTION
6.2 SUBDIVISION PHASE 1 PROJECT (SUB-2020-02/CD-2021-14).
**THE APPROVE D'CHATHAM PARK SECTION 6.2 PHASE 1' PERMIT (WQ0043641) COVERED 115
3-BEDROOM HOMES FOR THAT PORTION OF THIS DEVELOPMENT. THIS ALLOCATION IS FOR THE
TOTAL 3-BEDROOM HOMES FOR PHASE 1A AND 1B (162 3-BEDROOM HOMES) MINUS THIS
PREVIOUSLY APPROVED 115 UNIT ALLOCATION.
PHASE 1B
PITTSBORO, NC CHATHAM COUNTY
MARCH 11, 2024
SETBACKS
SINGLE FAMILY
TOWNHOME
MINIMUM FRONT SETBACK:
10' (5' W/ REAR ALLEY)
10' (5' W/ REAR ALLEY)
MINIMUM TO GARAGE FRONT:
20'
18,
MINIMUM TO GARAGE REAR:
T (T OFF PUBLIC ROW OR ALLEY)
3' (5' OFF PUBLIC ROW OR ALLEY)
MINIMUM SIDE SETBACK:
15' (10' TO PATIO, DECK OR PORCH W/ REAR ALLEY)
10'
MINIMUM REAR SETBACK:
5' (3' W/ REAR ALLEY)
3'
SEWER ALLOCATION
LOT TYPES UNITS FLOW FACTOR TOTAL(GPD)
SINGLE FAMILYITOWNHOME
JBEDROOM 47" 3BRx60
8,460
8,460
CONTACT LIST:
ooH CoA R o0
GARETH AVANT, PE
WltM1ersRavenel
CHRIS FRESHOUR, PE
WItM1ers ....I
/ PRELIMINARY
115 MacKenan E,
Ca,y, NC 27511
115 MacKenan Drive
C, ,NC2v511
NOTAPPROVED
119-469-3340
h,,sraven.J.
919-469-3340
ff,,,h... @ tM1ersraveneI.-
�N�y�b�gµ FOR CONSTRUCTION
gaunt@w
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Cm�.Aa�;o ER L.p
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PREPARED BY:
GRAPHIC SCALE
.�*n-saorc
TOWN OF PITTSBORO
CONSTRUCTION PLAN APPROVAL
ENGINEERING:
DATE:
PLANNING:
DATE:
PUBLIC WORKS:
DATE:
FIRE DEPARTMENT:
DATE:
EROSION CONTROL:
DATE:
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 INFRASTRUCTURE & UTILITY DESIGN AND CONSTRUCTION STANDARDS OF
THE TOWN OF PILLSBORO AND OTHER APPLICABLE TOWN ORDINANCES AND
POLICIES. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES
THAT THE TOWN OF PITTSBORO DESIGN AND CONSTRUCTION STANDARDS HAVE
BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED
SPECIFICALLY ON SHEET N/A OF THESE DRAWINGS. FURTHERMORE, THESE PLANS
WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY SITE PLAN
FOR THIS PROJECT.
-4� WithersRavenel
1 / 115 MacKenan Drive I Cary, NC 27511
License #: F-1479I t 919.469.3340I www.withersravenel.com
PROJECT NAME: SECTION 6.2 SUBDIVISION PHASE 1B
PROJECT NUMBER: PB-23-300
APPROVAL DATE: 11/13/2023
INDEX OF SHEETS
Sheet Number Sheet Title
CO.00
COVER
CO.01
GENERAL NOTES & LEGEND
C1.00
OVERALL EXISTING CONDITIONS
C1.10
TREE COVERAGE PLANNING AREA PLAN
C1.20
OPEN SPACE & PARK LAND PLAN
C2.00
OVERALL SUBDIVISION PLAN
C2.01
SUBDIVISION PLAN
C2.02
SUBDIVISION PLAN
C3.00
OVERALL UTILITY PLAN
C3.01
UTILITY PLAN
C3.02
UTILITY PLAN
C4.00
OVERALL STORM DRAINAGE & GRADING PLAN
C4.01
STORM DRAINAGE PLAN
C4.02
STORM DRAINAGE PLAN
C5.01
GRADING PLAN
C5.02
GRADING PLAN
C6.00
EROSION CONTROL CALCULATIONS & NOTES
C6.01
OVERALL EROSION CONTROL
C6.02
EROSION CONTROL
C6.03
EROSION CONTROL
C6.04
EROSION CONTROL DETAILS
C6.05
EROSION CONTROL DETAILS
C6.06
NCDEQ NCGO1 PLAN SHEET
C7.01
PLAN & PROFILE - VILLAGE CENTER WAY
C7.02
PLAN & PROFILE - VILLAGE CENTER WAY
C7.03
PLAN & PROFILE - BROADOAK LANE & WANDERING WAY
C7.04
PLAN & PROFILE - RAINFALL DRIVE & HILLWAY ROAD
C7.05
PLAN & PROFILE - BOLTON LANE & PASSAGE DRIVE EXT
C7.06
PLAN & PROFILE - DOBY COURT & QUIETWOOD WAY EXT
C7.07
PLAN & PROFILE - DIGBY DRIVE & MISTY WAY EXT
C7.08
PLAN & PROFILE - SEWER & STORM
C7.09
TYPICAL ROADWAY SECTIONS
C7.10
SUBDIVISION & ROADWAY DETAILS
C7.11
SUBDIVISION & ROADWAY DETAILS
C8.01
SCM 2 PLAN & DETAILS
C8.02
SCM 2 DETAILS
C8.03
TREE WELL PLAN & DETAILS
C8.04
TREE WELL DETAILS
C9.01
TYPICAL LOT LAYOUT & DESIGN
C9.02
SEWER &WATER DETAILS
C9.03
SEWER &WATER DETAILS
C9.04
SEWER &WATER DETAILS
C9.05
SEWER &WATER DETAILS
C9.06
STORM DRAINAGE DETAILS
C9.07
STORM DRAINAGE DETAILS
L1.00
OVERALL LANDSCAPE & LIGHTING PLAN
11.01
LANDSCAPE & LIGHTING PLAN
11.02
LANDSCAPE & LIGHTING PLAN
L2.00
LANDSCAPE& LIGHTING DETAILS
DEVELOPER:
CHATHAM PARK
INVESTORS LLC
105 WESTON ESTATES WAY
CARY, NC 27513 CHATHAM PARK
PHONE #: [phone] Many Choices. One Place.
ATTENTION: MR. CHUCK SMITH, PLA, ASLA
CONSTRUCTION PLANS
CHATHAM PARK
SECTION 6.2SUBDIVISION
PHASE IB
W R PROJECF NO. 23-018JG
Town`
Pltts`
MUNI PRO NO: Muni -1. N.
INITIAL PLAN DATE: A V 16/2024
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LOT TYPE LOT(S) TOTAL MAIS (S.F.)
26SINGLE FAMILY 41114114, 46114612, 46564663 44 2,100
22'TOWNH OM 4561,4562,4569,45J0,4585,4586, 16 2,000
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SINGLEFAMILV(44 UNITS) ROAD CLASSIFICATION R/W WIDTH SPEED LIMIT
2 SPACES/UNIT REQUIRED(SSSPACES) 88 SPACES PROVIDED (GARAGE/DRIVEWAY) VILLAGE CENTER WAY PUBLICSTREET 100' 25 MPH
0 GUEST SPACES REQUIRED BROADOAKLANE PUBLICSTREET 60' 25 MPH
TOWNHOME(16 UNITS) WANDERINGWAV PUBLICSTREET 60' 25 MPH
2 SPACES/UNIT REQUIRED(32 SPACES) RAINFALL DRIVE PUBLICSTREET 60' 25 MPH
0.25 GUEST SPACES/UNIT REQUIRED
64SPACES PROVIDED(GARAGE/DRIVEWAY) HILLWAV ROAD PUBLICSTREET 60' 25 MPH
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4'MIN.
_
PVI STA:-94.66
EL: 546.46'
2'
18'MIN.
8"DIP
(WATER
LINE)
(1)lrxs°TEE
(2)12"GV
(1)8"GV
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PRELIMINARY
NOTAPPROVED
FOR CONSTRUCTION
24
INITIAL PLAN DATE:01/16/2024
REVISIONS:
1-
1STSUBMITTAL COMMENTS
PLAN & PROFILE -
BROADOAKLANE&
WANDERING WAY
C7.03

RAINFALL DRIVE
595 595
H ILLWAY ROAD
600 600
595ti
90
HIGH PT STA: 15+03.12
HIGH PT EL: 566.35'
PVI STA:14+80.11
PVI R: 6-IJ
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EL:
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566.50'
560
BEND(TVP.)
15'
RCP
555
8"DIP (WATER
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(1)12'x8"TEE
(2)12"GV
8" GV
EX.4"RECLAIMED
WATER LINE PER
CD-2021-14
EX.B"WATERLINE
PER CD-2021-14
4" PVC (RECLAIMED
WATERLINE)
1 1 1 1
1555
(1)
550
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45
545
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°° �HfR L3�e1�6z4
INITIAL PLAN DATE: 01/16/2024
REVISIONS:
1-
1ST SUBMITTAL COMMENTS
PLAN & PROFILE -
RAINFALL DRIVE &
HILLWAY ROAD
C7.04

BOLTON LANE
PASSAGE DRIVEAB
575
5/0
a
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565
560
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°° �HfR L3�e1�6z4
INITIAL PLAN EATE:01/16/2024
REVISIONS:
1-
1STSUBMITTAL COMMENTS
PLAN & PROFILE -
BOLTON LANE &
PASSAGE DRIVE EXT
C7.05

of I �
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INITIALPLAN DATE:01/16/2024
REVISIONS:
1-
1STSUBMITTAL COMMENTS
PLAN & PROFILE - DOB`
COURT & QUIETWOOD
WAY EXT
C7.06

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NOTAPPROVED
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°° �HfR C3�eT�6z4
INITIAL PLAN EATE:01/16/2024
REVISIONS:
1-
1STSUBMITTAL COMMENTS
PLAN & PROFILE -
DIGBY DRIVE &
MISTY WAY EXT
C7.07

r
0
CB-432
44-
13-MH TO 16-MH
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12" DIP
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17-MH TO 19-MH
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FOR CONSTRUCTION
INITIAL PLAN DATE: 01/16/2024
REVISIONS:
1-
1STSUBMITTAL COMMENTS
PLAN & PROFILE -
SEWER & STORM
C7.08
9— 10+00 10+50 11+00 —50 —00
C

OOLVWILL Envelope IFF 38OD30]E-0004-0CSB-OO5-F]C35e5AAOCA
O A
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PAVED AREA UNPAVED AREA
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EFFECTIVE: 10/01/16
ANCHOR BLOCKS FOR VERTICAL BENDS
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°xz
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NOTE
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TYPICAL LOCATIONS OF THRUST BLOCKS
FOR EEIRD x ..K� II
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9 (brh
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INITIALPLAN VELF-111111111 '
REVISIONS:
1-
1STSUBMITTAL COMMENTS
SEWER & WATER
DETAILS
C9.02

4Era] Er
y BELL OF HYDRANT IF HYDRANT IS NOTN
FITTEDWITH LUGS RODSAREATTACHED
HroRANTANcaDR
aNORT
4
m/#ow\a WXTANF PIT GOON
rtl�%e= TOWN OF PITTSBORO
d
JOINT RESTRAINT WITH TIE RODS
EFFECTIVE: 10/01/16NT
STANDARD MANHOLE RING AND COVER
ECCENTRIC CONE
SECTIDN •` 2" THREADED
COMBINATION AIR
VALVE S12ED FOR
THE PROPOSED USE
PRECAST MANHOLE -NO LEAD BRASS
SECTION
- COLIAR
2• GATE NO LEAD
VALVE BRASS PIPE
NO LEAD
• BRA 58 BERNCE CORPORATION
SADDLES STOP
D.I.P. MAIN I I
1JY,4" RAISED LETTERING
(RECESSED FLUSH)
o Ippta DARp VENT
(2) OPEN PICKHOLES HOLE
ETE 1 DIAMR
FILLETS ® R
RA TEa
COVER TOP VIEW
y RING & COVER SPECIFICATIONS:
1. CLASS 35 GREY IRON. MINIMUM WEIGHTS
2, COMEDIES WITH ASTM A48 CL35B. RING 180
3. ALL LETTERING SHALL BE CLEAN, CRISP, COVER 120
AND CLEARLY LEGIBLE.
4. DOMESTICALLY MADE & MANUFACTURED TOTAL 300
IN THE USA.
I I
WASHED STONE - 4-1I1,
e' 6"MIN.
FOUR 3/8- x 4)h_ ANCHOR BOLTS
4"
12" Q57 STONE 12"
MINIIl MUM Y2" MINIMUM
48"EE
NOTES:
1. TAP SIZE AND ISOLATION VALVE TO SAME SIZE AS AIR VALVE.
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE 'NO LEAD' BRASS OR BRONZE
UNLESS NOTED.
3. ARV MANHOLE SHALL BE PROVIDED WITHOUT STEPS.
T40RTjy 5- CONCENTRIC CONES MAY BE USED FORORAIRAIR VALVE MANHOLES LESS THAN 5 FEET IN DEPTH.
5. p RESILIENT CONNECTORS OR BOOTS MEETING ASTM C923 SHALL BE USED AT THE MANHOLE
O Y AND PIPE INTERFACE.
6. AND
DEEPER THAN 12 FEET REQUIRE AN EXTENDED BASE. RING TOP VIEW
ra,178�2 TOWN OF PITTSBORO
STANDARD 2" COMBINATION AIR VALVE (FOR _DAaDcoNSTaocTION
EFFECTIVE: 2/14/22 POTABLE WATER SYSTEMS) ANDAno No: ew-o>-on
PIPE 12 INCIIL IN IIIHIETER HOLES SHALL IT - INCH LARGERTHAN THE ROE$
PDRPIPEILARSEFTH N121NITESINDIAMETER RESTRIINT IERILS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO NCR,U_kTION
ASTANDAREMECHANICAL111T THE IN1111 PE PROCEDURE ILLUSTRATED APPLIES IN MOST EASES TO EITHER
NGIORACUMP
NEXT BELL.
5. D.-IN. -IF A I D. A.FHIL ROOF 111AI_ ALL F—.EMETAL
NOR>``y
vn�78�2 TOW`lN OF PITTSBORO
d
JOINT RESTRAINT WITH TIE RODS
EFFECTIVE 11011 6
FOR
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NOTES. `--HAND SHAPE HAUNCH
1. BEDDING PER RESPECTIVE SPECIFICATION
2. MINIMUM 4" FOR PIPES 12" DIAMETER (D) OR SMALLER
S. MINIMUM T FOR PIPES LARGER THAN 7I" (D)
TOWN OF PITTSBDORO
d
PIPE BEDDING DETAIL
EFFECTIVE: 10/01/16
q
DEAD ENDS �urvDlsTuasepsDL� �b
19 HORIZONTAL BENDS
N Nc Teo. eury
S DT"T" � D
I�
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NORty \
0`�`\Oo VERTICAL UP BENDS VERTICAL DOWN BENDS
TOWN OF PITTSBORO
a JOINT RESTRAINT FOR DUCTILE IRON AND
AFFECTIVE_ lormne POLYETHYLENE WRAPPED DUCTILE IRON WATER PIPES BET—
TANDAURNO. Mp az ILL
NOTES
1. I.D. TAPE AND LOCATOR .M RE SHALL
BE INSTALLED ON PUBLIC
DISTRIBUTION AND COL E'_'TION
MAINS FOR LLEG-MATERIALS AND
SIZES 4 VlRE GA R
2. LOCATOR I RE HALL BE 14 GAUGE
THWN 0BE1 V✓IH-
3. Di SHALL BE IL", HOWEVER, ADJUST
DIASNECESSARYCTSOTHAT D215
LEVER r EATER THAN 48"
4 GIG N4Tw RESHALL
3D C3 AND MANHOLES ATVALVE
30Y=3 AND MANHOLES AND BE
To VALVE BOA OR
UIANHOI - . NHOI NO NCRF -HA\ 12" BELOW
R
5. IED
FOR OOR ELEFT ICR_RE AO L BE INUITY ALONG
FOR ENTI TRICA_'_'ONTINUITY ALONG
THE ENTIRE LENGTH
6. MARKER BALLS FOR RECLAIM ONLY,
D3 = 24"
IDENTIFICATION TAPE COLOR AND MARKING SCHEDULE
O NORTy
v,`EW= TOWN OF PITTSBORO
PIPE LOCATOR WIRE, MARKING BALLS & TAPE
FFECTIVE'.1NOVl6 rAN _No. MUo2-0Iz.ao
RESTRAINED LENGTHS, _R, FOR DUCTILE
s0ssos®0®sasm
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NOTES2. THE MAXIMUM TEST PRESSURE SHALL NOT EXCEED 200 PSI
NORty
r�C+O 3. RESTRAIME. LENGTHS MAT BE RENCED—EN SIIFFOBTE BY ENGINEERING CALCu FPIT
8�= aEsrlulN unprvs. TO � OF PITTSBDORO
d JOINT RESTRAINT FOR DUCTILE IRON AND
IFFECTIVE: 10/01M POLYETHYLENE WRAPPED DUCTILE IRON WATER PIPE r�p,�p No. T.Iu-0z-0mm
Z
0
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PRELIMINARY
NOTAPPROVED
FOR CONSTRUCTION
IN ITIAL PLAN DATE: 01/16/2024
REVISIONS:
1-
1STSUBMITTAL COMMENTS
SEWER & WATER
DETAILS
C9.03
0
T
•

MANHOLE FRAME AND COVER (TYP.) (SEE APPROVED DETAIL)
- OFF ROAD'. ANCHOR TO TOP WITH FOUR (4)
STAINLESS STEEL EXPANSION BOLTS
(ROAD COURSE AN. EMBEDDED IN GRAVEL BASE COURSE
6" THINKAND U MINIMUM O.D.
FRAME TO BE SET IN MASTIC.
2 COURSES OF GRADE RINGS 1-2 TOP COURSE
MAXIMUM N ROADS ONLY. NO
GRADE RINGS ALLOWED IN
OFF -ROAD INSTALLATION.
RINGS TO BE SET IN MASTIC.
HIS BINDERCOURSE
2A
GONGRETE C.LlF, MIN. 6"
THICK AND 5' MIN. O.D. (MUST
TPNF MONE JOINT)
RAw
MANHOLES TO BE PRECAST REINFORCED CONCRETE PER ASTM C478
G//NOtR Ty
mf \y�Q
TOWN OF PITTSBORD
a CONCRETE COLLAR MANHOLE sTArvDARD coNsraucrloN
(PAVED AREA) DRTAtL
EFFECTIVE: 10/01116 STANDARDNO: 8304-001
ALL FILLETS
COVER FOR SANITARY 1y4" RAISED LETTERING �RY4
SEWER IN PAVED AREAS (RECESSED FLUSH)
(1)VENT HOLE , a
a c
B O NORTH o� B o
t a%mrilo 9 2 ���
FILLETS @RYB' 1/a178 = ¢ (I - DIAMETER �D
3� 1"DAMETER
COVER TOP VIEW COVER BOTTOM VIEW
RING TOP VIEW
NOTE:
III 25" MIN. — LABELING OF RECLAIMISTORM MANHOLE V°yyNox �, �� Nort Jti
233/a"MAXK S/S"MINIMUM EIT ONE OROTHER, NOT LABELED
AB
LABELEDLED WITH BOTH. p
23 Y2' 3kn r a'
T 1 l4" 7
a" _1 ALTERNATE LETTERING
FEC 25 "A-R' �
SPECIFICATIONS:
1. CL43335 GRI1V IRON.
SECTION"A-A" yll 4" zcoMPUES WTH AST. A G-13
3. ALL LETTERING SHALL BE CLEAN. CRISP, AND
MINIMUM WEIGHTS CLEARLY LEGIBLE.
SECTION "B-B" 4 DOMESTICALLY MADE d MANUFACTURED IN TH
NORTy RING 190
COVER 120 USA.
e."i TOTAL 310
78 TOWN M..­
STANDARD MANHOLE RING ANDCOVER sTANDA(TYPE I PAVED AREAS) HPFECTIVE: 10/Ol/167
S
RIGHT-OFWAY
EE TOWN OF PITTSBORO-1 I- BRASS THREADED CLEANOl1T
PLUG (ALL USES)
SPECIFICATIONS FOR SEWER I
SERVICE TAPPING = FLUSH WITH
FINISHED GRADE
F�
1 UNDISTURBED EARTH
TI'T_ II I -I I IIII I l
LOCATE TAPE 4" SCH40 PVC
MIN. SLOPE-1%
III=
� TRACER WIRENO12
FI1IIIM III I GAUGESOLID 45"BEND
}
IIII L COPPER BARE WIRE
ATTACHED TO PIPE VJYE
— IIIIII—
Flll II11 IIIIIIIIIIIIIIIIhiIIlllrl ,,ITI--III=III a scH4DPVC
- PVC CONNECTION DETAIL k78STONE ,
CLEAN OUT DETAIL
NORr y
d�78J/s TOWN OF PITTSBORO
d SEWER SERVICE CONNECTION AND
EBFEC=. 10f01116 CLEAN OUT DETAII.
(3) HEX HEAD %B"-16
B� ZINC ED COATED STAINLESS
WITH INLESS S WASHER 6 jg
8 ZINC COATED STAINLESS STEEL NUT I- vle
CAST -IN Sol
STA NLESS
NOR Try ° SPECIFICATIONS: STEEL ROD
COVER FRAME y o s 1. GRAY IRON.
ADJUSTMENT PAVEMENT OR A sdn O,NORTjy n $ A 2. COMPLIES WITH ASTM A48 CL35B. 11 v8�
GROUND LEVEL 1 Ipl a 0(y \\a\ / 3. ALLLETTERING SHALL BE CLEAN, CRISP, AND
L )y)yy11Ulllllll1 A j LLLE—"LEGIBLE.
O U�I 4. DOMESTICALLY MADE AND MANUFACTURED IN
78�� THE USA
i`N 9�V TA RY 5�� f Y2" RAISED LETTERING
(RECESSED FLUSH)
LOCATOR WIRE N ® (4)1- DIA. HANDLING HOLES
° B—j ON N3/4'DIA B.C. COVER SECTION FRAME SECTION
COVER TOP VIEW B_B B_B
CAST -IN GROOVE FOR
1/4' DIAMETER NEOPRENE GASKET
REINFORCE CONCRETE 25 e. v
ADJUSTING RINGS 3/a"
CONTRACTOR SHALL GROOVE JOINT 5"
PRIOR TO SEALING LOCATOR WIRE
25
I� 26.
2 Y,s
32'
NORT NORT COVER SECTION
mio• H� �o He FRAME SECTION
110 miilo A=A A—"
Ya�T$J? TOWN OF PITTSBORO �d178�z TOWN OF PITTSBORO
d MANHOLE CONCRETE COLLAR DETAIL STANDARD CONSTRuc1TON d STANDARD MANHOLE RING AND COVER srANDARD coNs Ruc oN
FEcnvH: Io/o1n6 UNPAVED AREA STANDARDNO. SS O4-002 HFFHCIIVE: 10/01n6 (OUTFALLS OR UNPAVED AREAS - WATERTIGHT APPLICATIONS) I STANDARDNO: Ss-N,N)3
=I =z_ TI IIII-= - l
f - F 1�1 COMPACTED
11-11
IF (--COMPACTED UNDISTURBED FF BACK FILL L UNDISTURBED
_ _ ._an, eL e•,_e.,a.x_z - BACK FILL TRENCH WALL III ll TRENCH WALL
fw.m-Ta1 ..r 111— SET 26 OR
-zTce ceuxse = - SDR 35 PVC fjhH
xc cxnoExxcs uLawE - - III TOP OF PIPE -
vo ... IIII IIII IIII.
ns sxosx oaxss = SEE 26 PVC 6"
= -
mAx mum xaowsaxLv
xxasrosss°xsrsT Cox - IL w1TAL
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x offnoAo xsruui ox
HAUNCHING SPRING LINE EMBMATEDMENT
IRI
'.'. oxDE �oLax,mxeTMCxAxo:
wex lxLer ra aE axwloEo OF PIPE AL
III
E
4 BEDDING = = HAUNCHwc
xwsnxwRaxaUr = = MINIMUM -
6 MINIMUM
oxTRrel II, III III GATT
STANDARDBEDDINGIII III
FOR 4' TO 14' DEPTHS SPECIAL BEDDING
m=i
FOR 14'-20' DEPTHS
wl,x 4x old:Ps"�' ..°_w"• �.,�,,. NOTES:
\1' 1. EMBEDMENT MATERIAL MUST BE CLASS 1 (g67 OR #78M WASHED STONE IS TYPICALLY USED).
- 2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL
-� 3. UNSTABLE TRENCH BOTTOMS SHALL HAVE AN APPROVED FOUNDATION PLAN PRIOR TO PIPELINE INSTALLATION.
vaErAsr xvExisoxLv 4. ALL SANITARY SEWER LINES LESS THAN 4 FEET AND OVER 20 FEET IN DEPTH MUST BE DUCTILE IRON PIPE
BEDDINGFOR PVC SANITARY SEWER PIPE
PRELIMINARY
NOTAPPROVED
FOR CONSTRUCTION
- °°°°ANER L°EffRyi-�24
INITIAL PLAN DA I MU1/16/2024
REVISIONS:
1-
15TSUBMITTAL COMMENTS
PRECAST MANHOLE
SEWER & WATER
DETAILS
C9.04

SAKI
SANITARY
SEWER MAIN—
WATER LINE EXCLUSION AND EXTRA PROTECTION ZONES'
GRAVITY SANITARY SEWER PRESSURIZED SANITARY SEWER
6• > 6•
ZONES
/ARIES
OR FORCE
SANITARY
SEWER MAIN
ZONE B
4'
2'
VARIES
2'
NOTES:
ZONEA: NO WATER LINES ALLOWED/MINIMUM SEPARATION.
NORTy
ZONES EXTRA PROTECTION REQUIRED FOR WATER LINES.
REFER 15A NCAC 18C.OW6
O
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TOWN OF PITTSBORO
FFFEf
a
WATER AND SANITARY SEWER
SEPARATION/PROTECTION
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-OZ-003.00
TIVF10/D7/1fi
E
WATER LINE EXTRA PROTECTION
A ENCASEMENT FOR PIPE CROSSING" 7.2DUCTILE IRON PIPE WITH RESTRAINED OR MECHANICAL JOINTS'
STIRRUPS STIRRUPS
4� Icy EDGE SPACING SPACING
MECHANICAL OR 21 4" 3g'
RESTRAINED JOINTS 2' ITT
(OR NO JOINTS) 1='l NO. 3 STIRRUPS I
F-T 38"O.C.�4A I
(4) NOA BARS t
HIGHER WATER OR I
SEWER MAIN
445--­
MIN. p10'MIN 10 MIN. f0'MIN. PERPENDICULAR
PERPENDICULAR PERPENDICULAR6'MIN. NOJINTSg• MIN.
LOWER WATER OR SEWER MAIN�'10'MIN. 10'MIN. + _ _ _
I I I I
EXTRA PROTECTION DUCTILE IRON PIPE
(GRAVITY OR PRESSURIZED) SEWER LINE 6 6
A SECTION A -A
O NORTy NOTES: 0�O NORTy NOTES: ,` o 'REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION I5A NCAC i8C.W06 0�1 0 1. CLASS'C CONCRETE
S 'REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION IM NCAC 100.0906
Ya�76�= TOWN OF PITTSBORO a178 TOWN OF PITTSBORO
a WATER AND SANITARY SEWER sTANDARDcoNSTRucnoN WATER AND SANITARY SEWER STANDwxncoNSTRUCTION
SEPARATION/PROTECTION DETAIL SEPARATION/PROTECTION DETAIL
EFFECTIVE: 10/01/16 STANDARDND: MU-02-0 B0 EFFECTIVE: 10/01/16 STANDARD NO: M 2-0 500
FINISHED GRADE
1"
ENCASEMENT LETTERING � _• ENCASEMEPER TOP SPECS.
(RECESSED FLUSH) VALVE BOX COVER
y
(2) CLOSED PICKHOLES PANTONE 522 PURPLE
BOX SHALL BE CENTERED _ \ STANDARD RECLAIMED VALVE BOX CAST INTO
OVER VALVE SURFACE MATERIAL. SEE COVER DETAIL (THIS
SHEET). 3
NCRETE
wnTRR ® 2•//%' %�r \�ENCASEMENT °
ALL PARTS SHALL BE OF
s,� THE SAME MATERIAL AND NOTE:
T^ SUPPLIED BY THE SAME VALVE OPERATOR EXTENSION SHALL BE INSTALLED IN
VALVE BOX COVER, MANUFACTURER ALL CASES WHERE THE VALVE OPERATOR IS GREATER
PANTONE 522 PURPLE. LID THAN &FT DEPTH FROM THE SURFACE.
g.� PVC C-900 OR C-905 MECHANICAL JOINT GATE COVER DETAIL
WATER MAIN VALVE, RESTRAINED. TOP VIEW
- - - - - TY -ADO R
F - -
__ 1 KA ER DONpTORINk 12- WASHED STONE BEDDING UNDER
COMPLETE BOX ® PIPES VALVE ASSEMBLY
e � T _ � G4UTION RECLgIMEO
NOTORINKWATEROO '\
a' _T NOTES:
3 �
1) VALVE BOX COVER SHALL WEIGH A MINIMUM 131ba.
BOTTOM SECTION I — 2)ENTIREVALVE BOX ASSEMBLY& COVER SHALL BE CAST 1
�e%"� FROM CLAS535GRAYIRON. 1p•
T]e" 3)ASSEMBLV SHALL BE THE U.S.A.PLLV MADE AND )ES)
MANUFACTURED IN THE U.S.10' (VAR
NOR T NORT
m Y��9 SQUARE UPPER SECTION 4)ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK
a�78�2 TOWN OF PITTSBORO d�78J TOWN OF PITTSBORO
a STANDARD VALVE BOX STANDARDETANSTRucT1oN a RECLAIMED WATER GATE VALVE ASSEMBLY BTANDARDEDAsTRUCTIUN
EFFECTIVE: 1orov16 (FOR RECLAIMED WATER) STANDARUNO: RW-0 Wl EFFECTIVE: w/mn6 STANDARDND: RW-06-014
STANDARD MANHOLE RING AND COVER LABELED (2)112' x 13%' HEX HEAD, STAINLESS STEEL BOLTSAND
'RECLAIMED WATER DO NOT DRINK' WASHERSAT1 CCOUNTERSUNK. BOLTSBWASHERS
FINISHEDGRADE TO BE TYPE 310 STAINLESS STEEL.
I oNT
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§ PLAN VIEW N PIC�KHOLES
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PROPOSED USE ly,' RAISED LETTERING
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O COVER TOP VIEW
NO
eq E ADTIDNRETNNERUW GDS PRECAST MANHOLE COL RO BRASS
WF➢G SECTION RING 8 COVER SPECIFICATIONS:
4 BLav�oIIAssEMazv T GATE 1. CLASS 35 GREY IRON.
PVC RECLAIMED BN= VALVE 2. COMPLIES WITH ASTM Ado LL35B. MINIMUM WEIGHTS
bR WATER MAIN TAPPED TEE FITTING WI 3. MANHOLE COVER TO BE PAINTED PANTONE
RING 180
�1 ==_ELE RECXI D—' PANTONE 522 CORPORATION RESTRAINED WEDGE 522 PURPLE, AT MINIMUM 10.mils,
PURPLE ACTION RETAINER 4. ALL LETTERING SHALL BE CLEAN, CRISP, COVER 120
SECTION VIEW (SEE DE- RW-06U13) EA .-ER—R.. STOP � GLANDS AND CLEARLY LEGIBLE. TOTAL 300
5. DOMESTICALLY MADE & MANUFACTURED
G UTO TER UU TE THE USA.
METERBVAULT REDGRNDE --- NOTDRNKNOTDRINK
FINISHEDGRAD - ry l %�Y
- � ��ninPED '° 4"MIN.
y °.. a BADKPxL ° e. 6„
R WATOBD ueTeR 2'PVC 'STWTE VALVE --- e
PIPE FOUR ANCHOR BOLTS `� O
N�ETm 12"-ND. 5T STONE 12"
MINIMUM VZ'MINIMUM�
'ram' eE mRED 4 4g I
R INEDWATERWNm DRNK' PPTERISODKETa 3
I(TYPIGL) eRNas NOTES:
NIPPLE 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
�I FORMULAS THAT ARE TO SE ExIErvDEO, usEA VAL IN s¢E AS THE 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS O O
_ OTHERWISE NOTED.
O NORTy 2)11121-DPPE SHUL SE PROVID"DT-2m P.s.. PREssuRE RAnrvG AND DOrvrvs &WIT ONORly 3. CONCENTRIC CONES MAY BE USED FORAIRVALVE MANHOLES LESS THAN FIN DEPTH.
` 4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS,
SONLz 2PUNPLEA..—FED m0��90 CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. RING TOP VIEW
Y■■■■�,78�= Aunox RecLwMeo wATe.R Do NOT oRlNK" TOWN OF PITTSBORO ra,78�2 TOWN OF PITTSBORO
a STANDARD RECLAIMED WATER BLOW -OFF ASSEMBLY, TYPE 3 STANDARDCONSTRUCTIDN a STANDARD COMBINATION AIR VALVE MANHOLE STANDARD CONSTRUCTION
EFFECTIVE: ]o/ov16 (EXISTING SANITARY SEWER MANHOLE) (
nETAa FOR RECLAIMED WATER) DETAIL
STANDARDNO: RW-0"11 EFFECIIVE: 10/01/16 STANDARDNO: Rw'-06-012
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PRELIMINARY
NOTAPPROVED
FOR CONSTRUCTION
- °°°°AF/ER L°EffRyiti24
INITIALPLAN DATE:01/16/2024 I
REVISIONS:
1-
1STSUBMITTAL COMMENTS
WRJCB NUMBER 230187G
DRN: WE DGN: WE CKD: WE
SEWER & WATER
DETAILS
C9.05

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Plans (24 x 36 )
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

DocuSign Envelope ID: 380D307E-OCD4-4C8B-9D57-F7C3585AAOCA
SURVEY BENCHMARK
CONSTRUCTION PLANS
BENCHMARK IS NC GRID MONUMENT "GUNTER"
NAD 83 (2001), N 716,792.43; E 1,954,320.02
NAVD 88/GEOID 12B ELEVATION: 418.86
CHATHAM PARK
PARCEL DATA
PARCEL (PIN): NONE ASSIGNED PARCEL (PIN): NONE ASSIGNED
OWNER: CHATHAM PARK INVESTORS LLC OWNER: CHATHAM PARK INVESTORS LLC
DEED: DB 1382 PG 377; DB 1393 PG 1003; DB 1471 PG 1 DEED: DB 1569 PG 1092 SECTION 6.2
ZONING: PDD ZONING: PDD
AREA: 120.057 AC AREA: 87.758 AC
PARCEL (PIN): NONE ASSIGNED
OWNER: CHATHAM PARK INVESTORS LLC
DEED: DB 1382 PG 377; DB 1569 PG 1092
ZONING: PDD
AREA: 292.773 AC PHASE 1B
NOTE: PARCEL NUMBERS 94479, 7474, & 71493 AS SHOWN IN CHATHAM
COUNTY GIS HAVE NOT BEEN UPDATED TO REFLECT LATEST PLAT AS
REFERENCED ABOVE.
SITE DATA TABLE
LOCATION
PROPOSED USE
TOTAL PROJECT ACREAGE
PHASE ACREAGE
ACREAGE THROUGHFARE / R/W
ACREAGE TOTAL MINUS R/W
TOTAL # OF LOTS ON PLAT
PROPOSED # OF NEW LOTS (SINGLE FAMILY)
PROPOSED # OF NEW LOTS (TOWNHOME)
PREVIOUSLY APPROVED # OF LOTS IN 1B (SINGLE FAMILY)
EAST OF CHATHAM PARK WAY AND NORTH OF HWY 64
SINGLE FAMILY DETACHED & RESIDENTIAL TOWNHOMES
215.98
AC
12.45
AC
7.49
AC
4.96
AC
60
UNITS
30*
UNITS
8*
UNITS
14* UNITS
PREVIOUSLY APPROVED # OF LOTS IN 1B (TOWNHOME)
8*
UNITS
PROPOSED DENSITY
4.82*
DU/AC (60 UNITS)/(12.45 AC)
MINIMUM LOT AREA
2,018
SF
MEDIAN LOT AREA
3,310
SF
AVERAGE LOT AREA
3,294
SF
LF OF PUBLIC STREETS
3,228
LF
LF OF PRIVATE ALLEYS
1,215
LF
LF OF 5' SIDEWALK
3,356
LF
LF OF 10' MULTI -USE PATH
0
LF
LF OF 10' GREENWAY
0
LF
LF OF 30" CURB & GUTTER
6,353
LF
LF OF 24" CURB & GUTTER
905
LF
LF OF 18" CURB & GUTTER
4,792
LF
LF OF STORM DRAINAGE
2,334
LF
LF OF 8" SEWER LINES
1,519
LF
LF OF 12" WATER LINES
2,805
LF
LF OF 8" WATER LINES
726
LF
LF OF 6" WATER LINES
144
LF
LF OF 4" RECLAIMED WATER LINES
2,541
LF
PARKING REQUIRED (SINGLE FAMILY)
2
SPACES/UNIT
GUEST PARKING REQUIRED (SINGLE FAMILY)
0
SPACES/UNIT
PARKING PROVIDED (SINGLE FAMILY)
88
SPACES
PARKING REQUIRED (TOWNHOME)
2
SPACES/UNIT
GUEST PARKING REQUIRED (TOWNHOME)
0.25
SPACES/UNIT
PARKING PROVIDED (TOWNHOME)
64
SPACES
ADDITIONAL ON -STREET PARKING
65
SPACES
IMPERVIOUS
DATA
TOTAL PROPOSED IMPERVIOUS AREA
359,745
SF (67.31% OF PHASE)
ROADS (PUBLIC)
181,560
SF
ALLEYS (PRIVATE)
24,114
SF
SIDEWALK (PUBLIC) 17,471 SF
0
LL LOTS 136,600 SF
V
FUTURE ON -SITE IMPERVIOUS ALLOCATION TBD AT CONSTRUCTION DRAWINGS
N PARK AND OPEN SPACE CALCULATIONS
OPEN SPACE REQUIRED (1A+1B)
OPEN SPACE PROVIDED (1A)
OPEN SPACE PROVIDED (113)
PARK LAND REQUIRED (1A+1B)
PARK LAND PROVIDED ON -SITE
3.38 AC (SEE SHEET C1.20)
14.43 AC
0.11 AC
6.52 AC (25*163)
3.99 AC (REQUIREMENT TO BE MET VIA OFF -SITE
DEDICATION)
* 14 SINGLE FAMILY LOTS (4501-4514) AND 8 TOWNHOME LOTS (4585, 4586, 4593, 4594, 4561, 4562,
4569, 4570) WERE SHOWN IN THE PHASE 1B PORTION OF THE APPROVED CHATHAM PARK SECTION
6.2 SUBDIVISION PHASE 1 PROJECT (SUB-2020-02/CD-2021-14).
**THE APPROVE D'CHATHAM PARK SECTION 6.2 PHASE 1' PERMIT (WQ0043641) COVERED 115
3-BEDROOM HOMES FOR THAT PORTION OF THIS DEVELOPMENT. THIS ALLOCATION IS FOR THE
TOTAL 3-BEDROOM HOMES FOR PHASE 1A AND 1B (162 3-BEDROOM HOMES) MINUS THIS
PREVIOUSLY APPROVED 115 UNIT ALLOCATION.
GARETH AVANT, PE
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
919-469-3340
[e-mail]
PITTSBORO, NC CHATHAM COUNTY
SETBACKS
SINGLE FAMILY
MINIMUM FRONT SETBACK:
10' (5' W/ REAR ALLEY)
MINIMUM TO GARAGE FRONT:
20'
MINIMUM TO GARAGE REAR:
3' (5' OFF PUBLIC ROW OR ALLEY)
MINIMUM SIDE SETBACK:
15' (10- TO PATIO, DECK OR PORCH W/ REAR ALLEY)
MINIMUM REAR SETBACK:
5' (3' W/ REAR ALLEY)
SEWER ALLOCATION
MARCH 11, 2024
TOWNHOME
10' (5' W/ REAR ALLEY)
18'
3' (5' OFF PUBLIC ROW OR ALLEY)
10,
3'
LOT TYPES :1
UNITS
FLOW FACTOR
TOTAL (GPD)
SINGLE FAMILY/TOWNHOME
3-BEDROOM
47**
3 BR x 60
8,460
8,460
GRAPHIC SCALE
0 250 500
i 1 inch = 500 ft.
=' ,rk
N
W - u.. E
P
5
TOWN OF PITTSBORO
CONSTRUCTION PLAN APPROVAL
ENGINEERING:
PLANNING:
PUBLIC WORKS:
FIRE DEPARTMENT:
EROSION CONTROL:
DATE:
DATE:
DATE:
DATE:
1L119%
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 INFRASTRUCTURE & UTILITY DESIGN AND CONSTRUCTION STANDARDS OF
THE TOWN OF PITTSBORO AND OTHER APPLICABLE TOWN ORDINANCES AND
POLICIES. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES
THAT THE TOWN OF PITTSBORO DESIGN AND CONSTRUCTION STANDARDS HAVE
BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED
SPECIFICALLY ON SHEET N/A OF THESE DRAWINGS. FURTHERMORE, THESE PLANS
WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY SITE PLAN
FORTH IS PROJECT.
CONTACT LIST:
PREPARED BY:
°p°000000000p00
0�/A°aa
CHRIS FRESHOUR, PE
•
'CAR
PRELIMINARYWithersRavenet
Wit
WithersRavenel
®
MacKenan Drive
Cary, NC 27511
1
/
NOT APPROVED
919-469-3340
FOR CONSTRUCTION
115 MacKenan Drive Cary, NC 27511
Rip
[e-mail]
KnowwhaPsbelow.
Callbefineyoudig.
_ , „ _
��p °°..a �� � °
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License #: F-1479 t: 919.469.3340 www.withersravenel.com
DocuSigned�q /y
°° °°
°°° °°°°
(,(~ viSf bf v �. vti,1� w
61A06430361B4D9...
BOARD OF COMMISSIONERS PLAN APPROVAL
PROJECT NAME: SECTION 6.2 SUBDIVISION PHASE 1B
PROJECT NUMBER: PB-23-300
APPROVAL DATE: 11/13/2023
INDEX OF SHEETS
Sheet Number
Sheet Title
CO.00
COVER
CO.01
GENERAL NOTES & LEGEND
C1.00
OVERALL EXISTING CONDITIONS
C1.10
TREE COVERAGE PLANNING AREA PLAN
C1.20
OPEN SPACE & PARK LAND PLAN
C2.00
OVERALL SUBDIVISION PLAN
C2.01
SUBDIVISION PLAN
C2.02
SUBDIVISION PLAN
C3.00
OVERALL UTILITY PLAN
C3.01
UTILITY PLAN
C3.02
UTILITY PLAN
C4.00
OVERALL STORM DRAINAGE & GRADING PLAN
C4.01
STORM DRAINAGE PLAN
C4.02
STORM DRAINAGE PLAN
C5.01
GRADING PLAN
C5.02
GRADING PLAN
C6.00
EROSION CONTROL CALCULATIONS & NOTES
C6.01
OVERALL EROSION CONTROL
C6.02
EROSION CONTROL
C6.03
EROSION CONTROL
C6.04
EROSION CONTROL DETAILS
C6.05
EROSION CONTROL DETAILS
C6.06
NCDEQ NCGO1 PLAN SHEET
C7.01
PLAN & PROFILE - VILLAGE CENTER WAY
C7.02
PLAN & PROFILE - VILLAGE CENTER WAY
C7.03
PLAN & PROFILE - BROADOAK LANE & WANDERING WAY
C7.04
PLAN & PROFILE - RAINFALL DRIVE & HILLWAY ROAD
C7.05
PLAN & PROFILE - BOLTON LANE & PASSAGE DRIVE EXT
C7.06
PLAN & PROFILE - DOBY COURT & QUIETWOOD WAY EXT
C7.07
PLAN & PROFILE - DIGBY DRIVE & MISTY WAY EXT
C7.08
PLAN & PROFILE - SEWER & STORM
C7.09
TYPICAL ROADWAY SECTIONS
C7.10
SUBDIVISION & ROADWAY DETAILS
C7.11
SUBDIVISION & ROADWAY DETAILS
C8.01
SCM 2 PLAN & DETAILS
C8.02
SCM 2 DETAILS
C8.03
TREE WELL PLAN & DETAILS
C8.04
TREE WELL DETAILS
C9.01
TYPICAL LOT LAYOUT & DESIGN
C9.02
SEWER & WATER DETAILS
C9.03
SEWER & WATER DETAILS
C9.04
SEWER & WATER DETAILS
C9.05
SEWER & WATER DETAILS
C9.06
STORM DRAINAGE DETAILS
C9.07
STORM DRAINAGE DETAILS
L1.00
OVERALL LANDSCAPE & LIGHTING PLAN
L1.01
LANDSCAPE & LIGHTING PLAN
L1.02
LANDSCAPE & LIGHTING PLAN
L2.00
LANDSCAPE & LIGHTING DETAILS
DEVELOPER:
CHATHAM PARK
INVESTORS LLC
105 WESTON ESTATES WAY
CARY, NC 27513
PHONE #: [phone]
ATTENTION: MR. CHUCK SMITH, PLA, ASLA
■■
■■ �� ■■
■■ ■■
--tt,
CHATHAM PARK
Many Choices. One Place.
CONSTRUCTION PLANS
CHATHAM PARK
SECTION 6.2 SUBDIVISION
PHASE 1B
WR PROJECT NO. 23-0187-G
Town of Pittsboro:
MUNI PRO NO: Muni Proj. No.
INITIAL PLAN DATE: 01/16/2024
•

DocuSign Envelope ID: 38OD307E-OCD4-4C8B-9D57-F7C3585AAOCA A B
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_ / I PARCEL ID/PIN: NONE ASSIGNED / / / 1 / // // \ \ \ \ - O\ \ O� - _ /. / \ \ \ \\\ \ \\ \ \ \ \ \ \ I \ \ \ \ \ I 111 //(/ \ \ /I I I I� �, _ _ _ _ = - = - - -- \ � /\\\ I I I / /
f I ZONING: PDD / / I � / // / / � A \ O , 1 Fe V A FS _ - / �/ \ , \\ \ \ - A \ V A \ - \ � 1 V \ I I I I ( / \ l
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SCALE: 1 inch = 100 ft. H
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INITIAL PLAN DATE: 01/16/2024
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1ST SUBMITTAL COMMENTS
WR JOB NUMBER 23-0187-G
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CHATHAM PARK INVESTORS LLC
DB 1382, PG. 374 1 DB 1384, PG. 133
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1ST SUBMITTAL COMMENTS
WR JOB NUMBER 23-0187-G
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WR JOB NUMBER 23-0187-G
DRN: WR DGN: WR CKD: WR
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PIN: 9762-03-4906
ZONING: PDD
LAND USE: VACANT
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INITIAL PLAN DATE: 01/16/2024
REVISIONS:
1-
1ST SUBMITTAL COMMENTS
WRJOB NUMBER 23-0187-G
DRN: WR DGN: WR CKD: WR F
PLAN & PROFILE -
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•
13+50 14+00 14+50 15+00 15+50 16+00 16+50
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SCALE: 1 inch = 50 ft. H
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INITIAL PLAN DATE: 01/16/2024
REVISIONS:
1
1ST SUBMITTAL COMMENTS
WR JOB NUMBER 23-0187-G M
DRN: WR DGN: WR CKD: WR
PLAN &PROFILE - �
RAINFALL DRIVE &
H I LLWAY ROAD
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DRN: WR DGN: WR CKD: WR
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FIRE HYDRANT INSTALLATION NOTE:
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RING & COVER SPECIFICATIONS:
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4. DOMESTICALLY MADE & MANUFACTURED
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FOUR 3/8" x 41/2" ANCHOR BOLTS
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3. ARV MANHOLE SHALL BE PROVIDED WITHOUT STEPS.
4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5 FEET IN DEPTH.
5. RESILIENT CONNECTORS OR BOOTS MEETING ASTM C923 SHALL BE USED AT THE MANHOLE
AND PIPE INTERFACE.
6. MANHOLES DEEPER THAN 12 FEET REQUIRE AN EXTENDED BASE.
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MINIMUM WEIGHTS
RING
180
COVER
120
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RING TOP VIEW
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STANDARD NO: PW-03-027
THIS DETAIL IS FOR USE ONLY ON UNDERGROUND INSTALLATIONS WHERE THE USE OF CONCRETE THRUST BLOCKING CANNOT
BE USED BECAUSE OF OBSTRUCTIONS, OR REQUIREMENTS OF THE SPECIFICATIONS...
* CLAMPS SHALL BE 1/2 BY 2 INCHES FOR PIPE 4 AND 6 INCHES IN DIAMETER; 518 BY 2-1/2 INCHES FOR PIP 8 AND 10
INCHES, 5/8 BY 3 INCHES FOR PIPE 12 INCHES, BOLT HOLES SHALL BE 1116 INCH IN DIAMETER LARGER THAN BOLTS.
* RODS SHALL BE 3/4 INCHES IN DIAMETER FOR PIPES 4,6 AND 8 INCHES IN DIAMETER; 718 INCHES FOR PIPE 10
INCHES AND 1 INCH IN DIAMETER FOR PIPE 12 INCHES.
* BOLTS SHALL BE 5/8 INCHES IN DIAMETER FOR PIPE 4,6 AND 8 INCHES IN DIAMETER; 314 INCHES FOR PIPE 10
INCHES AND 7/8INCHES IN DIAMETER FOR PIPE 12 INCHES.
* WASHERS MAY BE CAST IRON OR STEEL, ROUND OR SQUARE, DIMENSIONS FOR CAST IRON WASHERS ARE 5/8 BY 3
INCHES FOR PIPE 4, 6, BAND 10 INCHES IN DIAMETER AND 314 BY 3-1/2 INCHES FOR PIPE 12 INCHES. DIMENSIONS FOR
STEEL WASHERS ARE 112 BY INCHES FOR PIPE 4, 6, 8AND 10 INCHES IN DIAMETER AND 112 BY 3-1/2 INCHES FOR
PIPE 12 INCHES IN DIAMETER. HOLES SHALL BE 118 INCH LARGER THAN THE RODS.
FOR PIPE LARGER THAN 12 INCHES IN DIAMETER, RESTRAINT DETAILS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
1. ALL TIE RODS, ROD COUPLINGS, TURNBUCKLES, BOLTS AND NUTS FOR THESE JOINTS SHALL BE OF CARBON STEEL
EQUIVALENT TO A.S.T.M. A-307, GRADE B, WITH CADMIUM PLATING IN ACCORDANCE WITH A.S.T.M. A-165, EXCEPT
THAT THE MIN. THICKNESS OF THE PLATING SHALL BE .0002 OF AN INCH. CADMIUM PLATED BOLTS SHALL HAVE
CLASS 2A THREADS AND THE NUTS, ROD COUPLINGS AND TURNBUCKLES SHALL HAVE 2B THREADS.
2. HIGH STRENGTH, HEAT TREATED CAST IRON T--HEAD BOLTS WITH HEXAGON NUTS, ALL IN ACCORDANCE WITH THE
STRENGTH REQUIREMENTS OF A.W.W.A. C-111, MAY BE USED IN LIEU OF THE CADMIUM PLATED BOLTS AND NUTS.
3. THE SKETCHES IN THIS SERIES OF FIGURES SHOW ACCEPTABLE METHODS OF PROVIDING ANCHORAGE, THERE IS
NO PARTICULAR SIGNIFICANCE TO BE ATTACHED TO WHETHER THE SKETCH SHOWS A BELL AND SPIGOT JOINT OR
A STANDARD MECHANICAL JOINT. THE ANCHORING PROCEDURE ILLUSTRATED APPLIES IN MOST CASES TO EITHER
TYPE OF JOINT. IN SOME CASES, DIMENSIONS OF THE PARTICULAR PIPE OR HUB AND SPACE AVAILABLE FOR
WORKING AROUND THE PARTICULAR JOINT WILL INFLUENCE THE CHOICE OF METHODS USED.
4. IN CERTAIN ASSEMBLIES OF RODS AND CLAMPS SHOWN, RODS RUN FROM A LUG ON THE FITTING (OR A CLAMP
BEHIND THE HUB OF A BELL) TO A CLAMP AGAINST A FACE OF A BELL. NOTE THAT THIS ARRANGEMENT ANCHORS
ONLY ONE JOINT. THE STABILITY OF THE JOINT WHERE THE CLAMP IS AGAINST THE FACE OF THE BELL DEPENDS
ON HAVING SOIL ABOVE A RELATIVELY LONG PIECE OF PIPE ON BOTH SIDES OF THE JOINT. CONSEQUENTLY, IF
THE DISTANCE BETWEEN THE FIRST AND SECOND JOINTS IS LESS THEN 12 FEET, THE SECOND JOINT SHOWN
SHALL BE ANCHORED BY A CLAMP BEHIND THE HUB OF THE BELL AND RODS TO A CLAMP AT THE FACE OF THE
NEXT BELL.
5. COATING TYPE: A.H.D. ASPHALTIC PRIMER 719(A). - ALL EXPOSED METAL.
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JOINT RESTRAINT WITH TIE RODS
1r)r:KITICI!`AT1nk1 TADC
LOCATOR WIRE CON
ALL VALVE BOXES/ N
SERVICES/ LATERAL
BEDDING
IVV I tJ:
1. BEDDING PER RESPECTIVE SPECIFICATION
2. MINIMUM 4" FOR PIPES 12" DIAMETER (D) OR SMALLER
o NoRrti 3. MINIMUM 6" FOR PIPES LARGER THAN 12" (D)
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PIPE BEDDING DETAIL
EFFECTIVE: 10/01/16
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-010.02
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-011.00
FINISH GRADE NOTES:
1. I.D. TAPE AND LOCATOR WIRE SHALL
BE INSTALLED ON PUBLIC
o DISTRIBUTION AND COLLECTION
MAINS FOR ALL PIPE MATERIALS AND
21 SIZES 4" AND LARGER
2. LOCATOR WIRE SHALL BE 14 GAUGE
MARKER BALL o " THWN COPPER WIRE
3. D1 SHALL BE 12", HOWEVER, ADJUST
\% D1 AS NECESSARY SO THAT D2 IS
' NEVER GREATER THAN 48"
�i 4. LOCATOR WIRE SHALL
ORIGINATE/TERMINATE AT VALVE
IDENTIFICATION TAPE BOXES AND MANHOLES AND BE
TRENCH SECURED TO VALVE BOX OR
MANHOLE NO MORE THAN 12" BELOW
COVER.
O� D1 =24" 5. LOCATOR WIRE SHALL BE VERIFIED
LOCATOR WIRE Q�e� FOR ELECTRICAL CONTINUITY ALONG
THE ENTIRE LENGTH
6. MARKER BALLS FOR RECLAIM ONLY,
D3 = 24"
IDENTIFICATION TAPE COLOR AND MARKING SCHEDULE
PIPELINE USE
COLOR
PRINTED MESSAGE
RECLAIMED WATER
PANTON PURPLE
CAUTION: RECLAIM WATER
POTABLE WATER
SOLID COLUMBIA BLUE
CAUTION: POTABLE WATERLINE
SEWER
GREEN
CAUTION: SANITARY SEWER
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EFFECTIVE: 10/01 /1
PIPE LOCATOR WIRE, MARKING BALLS & TAPE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-012.00
RESTRAINED LENGTHS, LR, FOR DUCTILE IRON PIPE
NOMINAL
PIPE
INCHZE ES
HES
HORIZONTAL BENDS
TEES
VERTICAL OFFSETS
DEAD
ENDS
90° BEND FITTINGS
45° BEND FITTINGS
22-1/2° BEND FITTINGS
DOWN
BEND
UP
BEND
DOWN
BEND
UP
BEND
DOWN
BEND
UP
BEND
90°
45°
22-1/2°
LRN=O'
LRN=10'
4
18
7
4
30
8
31
18
13
7
6
3
31
6
25
10
5
43
20
44
25
18
10
9
5
44
8
32
13
6
56
34
58
32
24
13
11
6
58
10
38
16
8
68
45
69
38
29
16
14
8
69
12
45
19
9
80
57
81
45
34
19
16
9
81
14
51
21
10
91
68
92
51
38
21
18
10
92
16
57
24
11
103
79
104
57
43
24
21
11
104
18
62
26
12
113
90
1 115
62
48
26
23
12
115
20
68
28
14
125
100
1 126
68
52
28
1 25
14
126
24
79
33
16
145
121
1 147
1 79
61
33
1 29
1 16
147
RESTRAINED LENGTHS, LR, FOR DUCTILE IRON PIPE WITH POLYETHYLENE WRAP
NOMINAL
PIPE
SIZE INCHES
HORIZONTAL BENDS
TEES
VERTICAL OFFSETS
DEAD
ENDS
90° BEND FITTINGS
45° BEND FITTINGS
22-1/2° BEND FITTINGS
DOWN
BEND
UP
BEND
DOWN
BEND
UP
BEND
DOWN
BEND
UP
BEND
90°
45°
22-112°
LRN=O'
LRN=10'
4
26
11
5
69
18
72
26
30
11
14
5
72
6
36
15
7
99
47
102
36
42
15
20
7
102
8
47
19
9
130
78
133
47
55
19
26
9
133
10
56
23
11
157
103
159
56
66
23
32
11
159
12
65
27
13
185
131
187
65
77
27
37
13
187
14
74
31
15
211
156
214
74
89
31
42
15
214
16
82
34
16
238
183
241
82
100
34
48
16
241
18
90
37
18
263
207
266
90
110
38
53
18
266
20
98
41
20
289
233
292
98
121
41
58
20
292
24
113
47
22
337
280
1 340
1 113
141
47
1 68
1 22
340
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EFFECTIVE: 10/01/16
NOTES:
1. ALL JOINTS WITHIN THE SPECIFIED LENGTH LR MUST BE RESTRAINED.
ALL LENGTHS ARE GIVEN IN FEET.
2. THE MAXIMUM TEST PRESSURE SHALL NOT EXCEED 200 PSI
3. THE MINIMUM DEPTH OF BURY SHALL BE 370 TOP OF PIPE.
4. RESTRAINED LENGTHS MAY BE REDUCED WHEN SUPPORTED BY ENGINEERING CALCULATIONS.
JOINT RESTRAINT FOR DUCTILE IRON AND
POLYETHYLENE WRAPPED DUCTILE IRON WATER PIPE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-010.04
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61A06430361B4D9...
INITIAL PLAN DATE: 01/16/2024
REVISIONS:
11-
1ST SUBMITTAL COMMENTS
WRJOB NUMBER 23-0187-G
DRN: WR DGN: WR CKD: WR
� SEWER &WATER
DETAILS
C9*03

DocuSign Envelope ID: 380D307E-OCD4-4C8B-9D57-F7C3585AAOCA
A
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2 COURSES OF GRADE RING,'
MAXIMUM INROADS ONLY. IN
GRADE RINGS ALLOWED IN
OFF -ROAD INSTALLATION.
RINGS TO BE SET IN MASTIC.
NORr
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EFFECTIVE: 10/01/ 16
MANHOLE FRAME AND COVER (TYP.) (SEE APPROVED DETAIL)
OFF ROAD: ANCHOR TO TOP WITH FOUR (4)
STAINLESS STEEL EXPANSION BOLTS
INROAD: CONCRETE COLLAR BELOW FINISHED
ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE
6" THINKAND 5' MINIMUM O.D.
FRAME TO BE SET IN MASTIC.
MANHOLES TO BE PRECAST REINFORCED CONCRETE PER ASTM C478
CONCRETE COLLAR MANHOLE
(PAVED AREA)
1-2 TOP COURSE
HB BINDER COURSE
CONCRETE COLLAR, MIN. 6"
THICKAND 5' MIN. O.D. (MUST
SPAN FRAME/CONE JOINT)
TRACER WIRE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-001
A
COVER FOR SANITARY
SEWER IN PAVED AREAS
A (1)VENT HOLE
B
FILLETS @ RY8"
1 )/4" RAISED LETTERING
(RECESSED FLUSH)
B
�(2) PICKHOLES
1" DIAMETER
Y
MINIMUM
RING TOP VIEW COVER TOP VIEW
NOTE:
25" MIN. LABELING OF RECLAIM/STORM MANHOLE
233�4" MAX. COVER TO BE ONE OR OTHER, NOT
5�8"MINIMUM LABELED WITH BOTH7
23 y2"
1
73/4"
/2 MIN. 3 1
25" MIN.
2 y8"
33 Y4" 3"
SECTION "A -A" 4"
MINIMUM WEIGHTS SECTION "B-B"
NORrh RING 190
COVER 120
COVER BOTTOM VIEW
ALTERNATE LETTERING
SPECIFICATIONS:
1. CLASS 35 GRAY IRON.
2. COMPLIES WITH ASTM A48 CL35B.
3. ALL LETTERING SHALL BE CLEAN, CRISP, AND
CLEARLY LEGIBLE.
4. DOMESTICALLY MADE & MANUFACTURED IN TH
USA.
m+* o TOTAL 310
STANDARD MANHOLE RING AND COVER
EFFECTIVE: 10./01,/16 (TYPE I PAVED AREAS)
NORr,S
mr+17
78J�°
EFFECTIVE: 10/01/16
COVER FRAME
ADJUSTMENT
ADJUSTING RINGS
PAVEMENT OR
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-004
CONTRACTOR SHALL GROOVE JOINT
PRIOR TO SEALING LOCATOR WIRE
MANHOLE CONCRETE COLLAR DETAIL
UNPAVED AREA
A
SEE TOWN OF PITTSBORO
SPECIFICATIONS FOR SEWER
SERVICE TAPPING
N°Rrti
10, 0
�,a178�
EFFECTIVE: 10/01 /1
BRASS THREADED CLEANOUT
PLUG (ALL USES)
FLUSH WITH
FINISHED GRADE
UNDISTURBED EARTH
LOCATE TAPE
4" SCH40 PVC
MIN. SLOPE -1°/
TRACER WIRE -NO. 12
GAUGE SOLID
COPPER BARE WIRE
ATTACHED TO PIPE
iilllliillliiilllliilllliillll,li'"'- ��
PVC CONNECTION DETAIL #78 STONE
B�
COVER TOP VIEW
RIGHT-OF-WAY
�t�lc�r��r,r�rrr,�rs1�
CLEAN OUT DETAIL
SEWER SERVICE CONNECTION AND
CLEAN OUT DETAIL
(3) HEX HEAD %"-16
ZINC PLATED BOLT WITH ZINC WASHER
& ZINC COATED STAINLESS STEEL NUT
A
SPECIFICATIONS:
2. COMPLIES WITH ASTM A48 CL35B.
3. ALL LETTERING SHALL BE CLEAN, CRISP, AND
CLEARLY LEGIBLE.
4. DOMESTICALLY MADE AND MANUFACTURED IN
THE USA.
1 Y2" RAISED LETTERING
(RECESSED FLUSH)
(4) 1" DIA. HANDLING HOLES
ON A 29 Y4" DIA. B.C.
5 �/l 6"
COVER SECTION
-:
45' BEND
WYE
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-005
CAST -IN
STAINLESS
STEEL ROD
wJ
FRAME SECTION
::
CAST -IN GROOVE FOR
Y4" DIAMETER NEOPRENE GASKET
�25/8
27"
�4
5"
25 )/4"
28" 2 3�6"
32"
FRAME SECTION COVER SECTION
A -A
0%17,8
A -A
TOWN OF PITTSBORO TOWN OF PITTSBORO
STANDARD CONSTRUCTION STANDARD MANHOLE RING AND COVER STANDARD CONSTRUCTION
DETAIL
DETAIL
STANDARD NO: SS-04-002 EFFECTIVE: 10/01/16 (OUTFALLS OR UNPAVED AREAS - WATERTIGHT APPLICATIONS) STANDARD NO: SS-04-003
MANHOLE FRAME AND COVER (TYP)
- OFF ROAD: ANCHOR TO TOP WITH FOUR (4)
STAINLESS STEEL EXPANSION BOLTS
- IN ROAD: CONCRETE COLLAR BELOW FINISHED
ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE
6' THICK AND T MINIMUM O.C.
- FRAME TO BE SET IN MASTIC
I-2 TOP COURSE
2 COURSES OF GRADE RINGS
MAXIMUM IN ROADS ONLY.
:+s,;;7;,.,•
NO GRADE RINGS ALLOWED
28"
IN OFF -ROAD INSTALLATION.
HB BINDER COURSE
RINGS TO BE SET IN MASTIC
CONCRETE COLLAR, MIN. 6" THICK AND 5'
STRAIGHT WALL OF
M IN. O. D. (M U ST SPAN F RAM EIC ON E JOIN T)
M.H. TO BE LOCATED
OVER INLET
MANHOLE STEP ARE NOT
TO BE PROVIDED
INTERIOR JOINT: APPLY
NON -SHRINK GROUT
BUTYL RUBBER
MASTIC JOINT (TYP)
6" WIDE BUTYL MASTIC
TAPE ON EXTERIOR OF
JOINT (TYP)
ME DIAMETER
RESILIENT RUBBER BOOT
See "Standard Specifications..
WITH SS CLAMPS
5
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0 �,1�► a
78�s
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FECTIVE: 10/01J
PRECAST MANHOLE
NOT TO SCALE
PRECAST INVERTS ONLY
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-008
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TRENCH WALL
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DocuSigned 99900000000000p0
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SDP 26 PVC
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INITIAL
BACKFILL
SPRING LINE
EMBEDMENT
MATERIAL
INITIAL PLAN DATE: 01 16 2024
OF PIPE
HAUNCHING
REVISIONS:
1
4.
1ST SUBMITTAL COMMENTS
6" MINIMUM
BEDDING
SPECIAL BEDDINGII
FOR 14'-20' DEPTHS
NOTES:
1. EMBEDMENT MATERIAL MUST BE CLASS 1 (#67 OR #78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL.
3. UNSTABLE TRENCH BOTTOMS SHALL HAVE AN APPROVED FOUNDATION PLAN PRIOR TO PIPELINE INSTALLATION.
4. ALL SANITARY SEWER LINES LESS THAN 4 FEET AND OVER 20 FEET IN DEPTH MUST BE DUCTILE IRON PIPE.
BEDDING FOR PVC SANITARY SEWER PIPE
WRJOB NUMBER 23-0187-G
DRN: WR DGN: WR CKD: WR
SEWER &WATER
DETAILS
C9*04

DocuSign Envelope ID: 380D307E-OCD4-4C8B-9D57-F7C3585AAOCA
WATER LINE EXCLUSION AND EXTRA PROTECTION ZONES*
GRAVITY SANITARY SEWER
U)
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GRAVITY
SANITARY
SEWER MAIN —
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EFFECTIVE: 10/01/16
/ARIES
PRESSUR
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SANITARY
SEWER M
PRESSURIZED SANITARY SEWER
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w_
6 > �— 6
2'
4RIES
NOTES:
ZONE A: NO WATER LINES ALLOWED/MINIMUM SEPARATION.
ZONE B: EXTRA PROTECTION REQUIRED FOR WATER LINES.
` REFER 15A NCAC 18C.0906
WATER AND SANITARY SEWER
SEPARATION/PROTECTION
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-003.00
A ENCASEMENT FOR PIPE CROSSING*
WATER LINE EXTRA PROTECTION
DUCTILE IRON PIPE WITH RESTRAINED OR MECHANICAL JOINTS* U)
W
4" > __4" STIRRUPS STIRRUPS
2" 2" EDGE SPACING SPACING
MECHANICAL OR 24" 1 36"
RESTRAINED JOINTS �2"
(OR NO JOINTS)
NO. 3 STIRRUPS
36" O.C. I�
I (4) NOA BARS ° +-------- - ---
I "Z---,-a-- �t °Z----a-- - �t
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4 a 4 a SEWER MAIN
U MIN.
U MIN. zz 2"
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z 10' MIN. 10' MIN.
/ Q Q PERPENDICULAR PERPENDICULAR
6' MIN. NO Q
d PERPENDICULAR PERPENDICULAR
—
JOINTS LU o
6' MIN. U) -
a LOWER WATER OR
R SEWER MAIN'
10' MIN. 10' MIN.
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EXTRA PROTECTION DUCTILE IRON PIPE
(GRAVITY OR PRESSURIZED) SEWER LINE 6 Q 6
A SECTION A -A
tAORTy NOTES: NORTy NOTES:
mz110 "REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION 15A NCAC 18C.0906 Clc 1. CLASS 'C' CONCRETE
*REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION 15A NCAC 18C.0906
00
� TOWN OF PITTSBORO ��1787a�o TOWN OF PITTSBORO
WATER AND SANITARY SEWER STANDARD CONSTRUCTION WATER AND SANITARY SEWER STANDARD CONSTRUCTION
SEPARATION/PROTECTION DETAIL SEPARATION/PROTECTION DETAIL
EFFECTIVE: 10/01/16 STANDARDNO: MU-02-004.00 EFFECTIVE: 10/01/16 STANDARDNO: MU-02-005.00
FINISHED GRADE
5y4
\'
Sljd1" RAISED LETTERING ENCASEMENT PER TOP SPECS.
;
/4 ' (RECESSED FLUSH) �° a VALVE BOX COVER,
PANTONE 522 PURPLE.
(2) CLOSED PICKHOLES a
BOX SHALL BE CENTERED �/�/` = o � �� � �� STANDARD RECLAIMED VALVE BOX CAST INTO a Q a
1 OVER VALVE SURFACE MATERIAL. SEE COVER DETAIL (THIS
1/2 1 111 111-ll/ / /i /iiiiii��/ /°
6y4 %�lll // lll_ l ��/��/��/��/��/��/��/��/��/��/��/�� / / SHEET). °. .
l!lll/ CONCRETE a
RECLAIMED 'll Ti�llll %l/�llll ��llll��!/!/�� / ENCASEMENT ° a ° Q a ° a°
WATER � 2
RECLAIMED °.
ALL PARTS SHALL BE OF NOTE: a "TER a°
THE SAME MATERIAL AND
5)/2 SUPPLIED BY THE SAME VALVE OPERATOR EXTENSION SHALL BE INSTALLED IN 4
J VALVE BOX COVER, MANUFACTURER ALL CASES WHERE THE VALVE OPERATOR IS GREATER ° ° a °
°. °
Q PANTONE 522 PURPLE. LID THAN 8-FT DEPTH FROM THE SURFACE. a
2 4 °
6., PVC C-900 OR C-905 MECHANICAL JOINT GATE COVER DETAIL
WATER MAIN VALVE, RESTRAINED.
----- TOP VIEW
2y4
$ WATER DERECLAIMED
W COMPLETE BOX NOT DRINK 12" WASHED STONE BEDDING UNDER
_
co I
co CAUTION REC PIPE & VALVE ASSEMBLY
NOT pR NK WATER DO
1%" NOTES:
1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs.
BOTTOM SECTION —
2) ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST 1
— —
6 " FROM CLASS 35 GRAY IRON. 10
7y8" 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND DES)
MANUFACTURED IN THE U.S.A. 10, (VAR
NORT NORT
mr�1� SQUARE UPPER SECTION 4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK. �r�i�
�/ 178� TOWN OF PITTSBORO �� �7$�=� TOWN OF PITTSBORO
d STANDARD VALVE BOX STANDARD CONSTRUCTION d d STANDARD CONSTRUCTION
DETAIL RECLAIMED WATER GATE VALVE ASSEMBLY DETAIL
EFFECTIVE: 10/01/16 (FOR RECLAIMED WATER) STANDARD NO: RW-06-0I3 EFFECTIVE: 10/01/16 STANDARD NO: RW-06-0I4
STANDARD MANHOLE RING AND COVER LABELED (2) 1/2" x 13/4" HEX HEAD, STAINLESS STEEL BOLTS AND
"RECLAIMED WATER DO NOT DRINK" WASHERS AT 180° COUNTERSUNK. BOLTS & WASHERS
THREADED COUPLING 6"-12" FINISHED GRADE
FROM FINISHED GRADE TO BE TYPE 316 STAINLESS STEEL.
'+ ..'.. — — _—_—_—_—_—_—_— VENT
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(RECESSED FLUSH)
COVER TOP VIEW
x PRECAST MANHOLE
W TAPPED TEE FITTING W/ RESTRAINED NO LEAD BRASS RING &COVER SPECIFICATIONS:
o WEDGE ACTION RETAINER GLANDS NO LEAD TEE CONNECTION TO SECTION , COLLAR
BLOW -OFF ASSEMBLY 2" GATE 1. CLASS 35 GREY IRON.
o
,Z PVC RECLAIMED NO LEAD VALVE 2. COMPLIES WITH ASTM A48 CL35B. MINIMUM WEIGHTS
zg BRASS PIPE
R m WATER MAIN TAPPED TEE FITTING W/ 3. MANHOLE COVER TO BE PAINTED PANTONE
STANDARD VALVE BOX INSTALLATION PANTONE 522 NO LEAD a RESTRAINED WEDGE 522 PURPLE, AT MINIMUM 10-mils. RING 180
COVER LABELED RECLAIMED WATER CORPORATION COVER 120
PURPLE ACTION RETAINER 4. ALL LETTERING SHALL BE CLEAN, CRISP,
SECTION VIEW (SEE DETAILRW-06-013) EXISTING SANITARY STOP GLANDS
SEWER MANHOLE AND CLEARLY LEGIBLE. TOTAL 300
-- - 5. DOMESTICALLY MADE & MANUFACTURED IIN
RECLAIMED WATER CAUTION RECLAIMED WATER DO CAUTION RECLAIMED WATER THE USA.
METER &VAULT FINISHED GRADE NOT DRINK DO NOT DRINK
FINISHED GRADE ` - --
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WATER -PROOF 12" No. 57 STONE MINIMUM
ps.. 2"SDR21 PVC NON -SHRINK GROUT 1/2° MINIMUM
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PROVIDE PIPING IN PANTONE 522 NO LEAD TEE CONNECTION TO 4" 48" T
PURPLE WITH THE WORDS "CAUTION BLOW -OFF ASSEMBLY SANITARY 1
RECLAIMED WATER DO NOT DRINK" BLOCKING
PVC TRANSITION ADAPTER (SOCKET x SEWER
STAINLESS STEEL FEMALE IPT) (TYPICAL) 2" NO LEAD BRASS NOTES:
NIPPLE 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
1) FOR MAINS THAT ARE TO BE EXTENDED, USE A VALVE EQUAL TO THE MAIN SIZE AS THE ' PIPE 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS O @
BLOW -OFF VALVE AND THEN REDUCE TO THE 2" SDR 21 PVC PIPE. OTHERWISE NOTED.
�10R Ty 2) SDR 21 PVC PIPE SHALL BE PROVIDED WITH 200 P.S.I. PRESSURE RATING AND CONNECTED WITH N0FR? 3. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH.
�O' BELL/SPIGOT SOLVENT WELD JOINTS. a d° �' C, 4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS,
mr� 3) SDR 21 PIPE SHALL BE PROVIDED IN PANTONE 522 PURPLE AND LABELED mr�i� CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. RING TOP VIEW
� "CAUTION RECLAIMED WATER DO NOT DRINK".
0 TOWN OF PITTSBORO �a1787%� TOWN OF PITTSBORO TYPE 3 STANDARD CONSTRUCTION STANDARD COMBINATION AIR VALVE MANHOLE STANDARD CONSTRUCTION
STANDARD RECLAIMED WATER BLOW -OFF ASSEMBLY,
DETAIL (FOR RECLAIMED WATER) DETAIL
EFFECTIVE: 10/01/16 (EXISTING SANITARY SEWER MANHOLE) STANDARDNO: RW-06-0II EFFECTIVE: 10/01/16 STANDARD NO: RW-06-0I2
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10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
South Village Pump Station
Supporting Documentation
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

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552.36
/
BUBBLER RIM 550.25
BUBBLER TO BE CAPPED WITH
VENT FOR TRASH PROTECTION. 550.00
ROOF DRAIN INVERT 549.00 24„
BIORETENTION AREA NOTES:
1. BIORETENTION AREA MEDIA SECTION TO COVER
ENTIRE PLANTING SURFACE. BIORETENTION AREA
MEDIA TO BE COMPRISED OF THE FOLLOWING: —
• 75% - 85% MEDIUM TO COARSE WASHED SAND —
(85% PREFERRED). _
• 8% - 10% FINES [CLAY & SILT] (8% PREFERRED).
• 5% - 10% ORGANIC MATTER (7% PREFERRED)
• PHOSPHORUS INDEX (P-INDEX) SHALL BE NO
GREATER THAN 30.
• THE MEDIA INFILTRATION RATE SHALL BE
MINIMUM 2 IN/HR.
2. THE CHOKING STONE LAYER MAY BE MODIFIED TO
USE #78 STONE IN LIEU OF #8 OR #89 STONE. THE —
CHOKING STONE LAYER SHALL THEN BE
COMPRISED OF 3" OF #78 STONE AND THE WASHED
SAND LAYER SHALL THEN HAVE A MINIMUM
THICKNESS OF 3"
3. BIORETENTION SHALL BE PLANTED PER
LANDSCAPE PLAN ON SHEET 11.01.
BIORETENTION MEDIA HATCH
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STORMWATER FEATURE
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ACCESS EASEMENT BUBBLER TO BE CAPPED WITH VENT FOR _ -548— — —
/ J I TRASH PROTECTION. — - —
/549
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720"
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552.00
551.60
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22.2°
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549.501 1 91,
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STORMWATER AMENITY TIERED BIORETENTION DETAIL
NTS
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(SEE DETAIL THIS SHEET)
TIERED BIORETENTION CROSS—SECTION DETAIL
NOT TO SCALE
30"
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2" CHOKING STONE
3" WASHED STONE
4" UNDERDRAIN (0.5% SLOPE MINIMUM)
1" WASHED STONE TO AD-120 (INVERT
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INITIAL PLAN DATE: 10/3/2022
REVISIONS:
0 03/07/2023
TOP SIGNATURE SET SUBMITTAL
1 03/31/2023
BID ADDENDUM 1
2 04/28/2023
90% CHECKSET
3 06/02/2023
100% BID/PERMIT SET
4 10/06/2023
FI-002
5 02/06/2024
PR-4
WR Job No. DATE
02150098.32 10/3/2022
DRN: WR DGN: WR CKD: WR
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DETAILS
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B
LANDSCAPE LEGEND:
SYMBOL
UPPERSTORYTREES
1.0
BEN - BETULA NIGRA'DURA HEAT'
FSR- FAGUS SYLVATICA'RIVERSII'
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GBB - GINKGO BILOBA'BRYSON CITY'
UAM - ULMUS AMERICANA
UNDERSTORY TREES
2 0
COT - CHAMAECYPARIS OBTUSA'TETRAGONA AUREA'
SHRUBS
3.0
CAL - CALLICARPA AM ERICANA
Q
CHA-CEPHALOTAXUS HARRINGTONIA'DUKEGARDENS'
0
CSK - CAMELLIA SASANQUA'KANIJIRO'
0
CSP - CHAENOMELES SPECIOSA
GJC- GARDENIAJASMINOIDES'CROWNJEWEL'
E3
IVT ILEX VOMITORIA'TAYLOR'SRUDOLPH'
IVI - ITEA VIRGINICA
0
KLS - KALMIA LATIFOLIA'SARAH'
LGK - LINNAEAX GRAND IFLORA KALEIDOSCOPE'
PTO - PITTOSPORUM TOBIRA'GOLF BALL'
C3
RDG- RHAPHIOLEPISXDELACOURII'GEORGIAPETITE'
O
RIN - RHODODENDRON MINUS
<j
VDD -VIBURNUM DENTATUM VAR. DEAMII
Q
GRASSES PERENNIALS & GROUNDCOVERS
4.0
AGO -ACORUS GRAMINUS OGON'
CDI CAREX DIVULSA
CMI - CAREX MORROWII'ICE DANCE'
CGR - CAREX GRAYI
CST - CAREX STRICTA
HMS - HIBISCUS MOSCHEUTOS'SUMMER STORM'
JEF-JUNCUS EFFUSUS
MFI - MONARDA FISTULOSA
MCA - MUHLENBERGIA CAPILLARIS
PVN - PANICUM VIRGATUM'NORTHWIND'
PSU - PHLOX SUBULATA
VA VA
RCO - RHYNCHOSPORA COLORATA
RFU - RUDBECKIA FULGIDA'GOLDSTRUM'
BUFFERS / MISCELLANEOUS
5.0
TREE CONSERVATION AREA
OPEN SPACE - TYPE W
OPEN SPACE - TYPE'D'
RIVER ROCK
TREE PROTECTION FENCE
TP
TYPICAL LIGHT POLE AND RADIUS
`
\
TYPICAL BOLLARD W LIGHT
O
TYPICAL PEDESTRIAN LIGHT POLE & RADIUS
ENHANCED LANDSCAPE LEGEND: SYMBOL
SHRUBS
1.0
AJP - AUCUBA JAPONICA'PICTURATA'
O
CHA CEPHALOTAXUS HARRINGTONIA'DUKE GARDENS'
O
CWR - CAMELLIA WINTER ROSE'
O
GJK - GARDENIA JASMINOIDES'CROWN JEWEL'
Q
XGG - X GORDLI NIA GRADIFLORA
2 0 GRASSES, GROUNDCOVERS & PERENNIALS
AGR-ANDROPOGON GERARDII'RED OCTOBER' (12" O.C.)
CLB CAREX LAXICULMIS BUNNY BLUE (18 O.C.)
MCA-MUHLENBERGIA CAPILLARIS (30" O.C.)
PVN PANICUM VIRGATUM NORTHWIND' (30" O.C.)
000000
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INITIAL PLAN DATE: 10/3/2022
REVISIONS:
0 03/07/2023
TOP SIGNATURE SET SUBMITTAL
1 03/31/2023
BID ADDENDUM 1
2 04/28/2023
90% CHECKSET
3 06/02/2023
100% BID/PERMIT SET
4 10/06/2023
FI-002
5 02/06/2024
PR-4
WR Job No. DATE
02150098.32 10/3/2022
DRN: WR DGN: WR CKD: WR
ENHANCED
LANDSCAPE PLAN
Lloll

10 WithersRavenel
Our People. Your Success.
RECLAIMED WATER PERMIT
Chatham Park Section 6.2 Phase 1 B
Check Request
(Check delivered via Courier)
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

-40 WithersRavenel
,. Our People. Your Success.
Check Request
Chatham Park Section 6.2 Phase 1 B
Check to be sent via FeclEx to DEQ
Date Requested 4/1/2024 Date Needed
Requested By Sue Morris
Approved By Gareth Avant
CHECK INSTRUCTIONS
Amount
Payee Name
Payee Address
5600.00
NCDEQ- DWR
512 S. Salisbury St.
Raleigh, NC 27604
ATTN Non -Discharge Branch
❑ Mail check to
Delivery vendor
PROJECT INFORMATION
Practice Area
Project Number
Project Name
Explanation/Purpose
Residential
® Give check
to Sue
4/2/2024
23-0187-G Task/Subtask Number 00004/00001-task; EXPEN-fee
Chatham Park Section 6.2 Phase 1B
Reclaimed Water Distribution Line Permitting fee: $600.00
CODING (Accounting Use Only)
Account
Amount
Check Request
Rev. 09/2015 Page 1 of 1