WQ0042506_Application_20210510

Non -Discharge Branch Upload/Submittal Form
Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
6' Yes r No
Permit Number (IR)* WQ0042506
Applicant/Permittee Town of Pittsboro
Applicant/Permittee Address PO Box 759, Pittsboro, NC 27312
Is the owner in BIMS? a Yes r No Is the facility in BIMS? r Yes c No
Owner Type Municipal
Facility Name Grant Drive RWDL
County Chatham
Fee Category RW Distribution Line Fee Amount $480
Is this a complete
application? *
a Yes r No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist?* r Yes NO
Regional Office
CO Reviewer
Admin Reviewer
Complete App Date 05/10/2021
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Kendall
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by NEB Staff regarding electronic subnittal, confirrration of receipt, and other correspondence.
Name * Sue Morris
Email Address*
[e-mail]
Project Information
Application/Document Type * r New (Fee Required)
✓ Modification - Major (Fee Required)
✓ Renewal with Major Modification (Fee
Required)
✓ Annual Report
✓ Additional Information
✓ Other
Phone Number*
919-417-7889
O Modification - Minor
O Renewal
O GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
✓ Residual Annual Report
✓ Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Applicant/Permittee *
✓ Wastewater Irrigation
✓ Other Wastewater
✓ Closed -Loop Recycle
✓ Single -Family Residence Wastewater
Irrigation
Town of Pittsboro
Applicant/Permittee Address* PO Box759, Pittsboro, NC 27312
Facility Name * Grant Drive RWDL
Please provide comments/notes on your current submittal below.
Check #5334 was delivered via Fed/Ex and received by your office on 5/6/2021.
✓ High -Rate Infiltration
• Reclaimed Water
✓ Residuals
✓ Other
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 Rans, Specifications, Calculations, Etc.)
20210504_DEQ PKG_7.1 Ph.1 Reclaimed Water.pdf 22.92MB
Upload only 1 FLFdocurrent (less than 250 NB). Miltiple docurrents rrust be confined into one PDF file unless file is larger than
upload limit.
*17 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
Lir,5Lizr
Submission Date 5/7/2021

TO:
WithersRavenel
Our Peupte. Your N s:cess.
55 Grant Drive, Suite D
Pittsboro, North Carolina 27312
t: 919.469.33 40 I f: 919.467.6008
Dept. of Environmental Quality - Division of Water Resources
Non -Discharge Branch
Attention: Nathaniel Thornburg
9th Floor - Office 942X
512 N. Salisbury Street
Raleigh, NC 27604
WE ARE SENDING YOU
THE FOLLOWING ITEMS
❑X Attached
❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
5/05/2021 JOB NO. 02150098.62
Nathaniel Thornburg
Chatham Park - Section 7.1 Phase 1
Reclaimed Water Main Extension Permit
FOR ELECTRONIC SUBMITTAL
❑ Under Separate Cover via
❑X Prints
❑ Change Order
❑X Plans
❑ Diskette
❑ Samples
❑X Other
❑ Specifications
Check # 5334
1
Plans -11x17
1
Plans - 24x36 FOLDED
1
Cover Letter
1
$480.00 Application Fee Check #5334
1
Reclaimed Water Systems - Project Information Form (RWPI 06-16)
1
Reclaimed Water Systems - Distribution Lines Form (RWDL 06-16)
1
Property Ownership Documentation (Deeds)
1
Technical Specifications
1
Engineering Calculations/ Reclaimed Water Model (by McKim & Creed)
2
CDs with PDFs of submittal documents
-HESE ARE TRANSMITTED a� ...,.:cked belov
❑X For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Other
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
INL.WIHKKJ. Please contact Lesley England via email at [e-mail] or via phone at 919-238-0373
with questions and/or comments.
COPY TO:
SIGNED: Lesley R. England
If enclosures are not as noted, kindly notify us at once

DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
K:\15\15-0090\150098.62—CP Age Restricted 7.1 and Mellott\CAD\Drawing Sets\Construction\PH1\0.0 COVER.dwg— Friday, April 30, 2021 12:33:52 PM — HEINZMANN, FRANKLIN
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN DESIGN
AND CONSTRUCTION STANDARDS.
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE
CONSTRUCTION ON THIS PROJECT MAY BEGIN.
SURVEY BENCHMARK NOTE
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'
cHA CONSTRUCTION DRASWEINS FIORN
PLAN REVISION CLOUD NOTE
REVISION CLOUDS SHOWN ON THE PLANS ARE TO ILLUSTRATE
CHANGES REQUESTED BY THE TOWN, VIA THE WRITTEN TOWN
7.1
PLAN REVIEW PROCESS, AND ADDITIONAL DESIGN CHANGES,
AS NOTED IN THE CERTIFICATION OF PLAN REVISIONS.
SUMMARY
INFORMATION
DEVELOPMENT NAME: CHATHAM
OWNER / DEVELOPER: CHATHAM
LOCATION: EAST
CHATHAM COUNTY PARCEL #'S (PIN #'S): 90944
1015,
ZONING DISTRICT: PDD
PROPOSED USE: SINGLE
PARK
PARK
OF 15-501
(9752-18-6885)
7146 (9752-47-0648)
FAMILY
SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1
INVESTORS LLC
AND NORTH OF SUTTLES ROAD
DB 1809 PG 0167, 7101 (9752-27-6874) DB 1761 PG
DB 1963 PG 0998
DETACHED AND RESIDENTIAL TWO-FAMILY
SITE
DATA
\ \ \ \ \ \ \
\ \ \
\ \ \ \ \ \ \ \ \ \
SITE DATA
PHI
ACREAGE
64.701
[AC]
ACREAGE THROUGHFARE
1 R1W
12.77
[AC] -
ACREAGE TOTAL
MINUS RAIN
51.93
[AC]
PROPOSED # OF LOTS
154
[EA]
SINGLE FAMLY
110
[EA]
RESIDENTIAL, TWO-FAMILY
44
[EA]
PROPOSED DENSITY
2.38
{MAC]
PROPOSED IMPERVIOUS
AREA
20.42
[AC] 32%
ROADS (PUBLIC)
5.79
[AG)
SIDEWALK (PUBLIC)
2.15
[AC]
GREENWAYS
0.75
[AC]
LOTS
11.73
[AC) -
MINIMUM LOT AREA
4200
[SF]
MEDIAN LOT AREA
6008
[SF]
AVERAGE LOT AREA
6161
[SF]
LF OF STREETS
12503
[LF]
LF OF 5' SIDEWALK
15295
[LF]
LF OF 10' MULTI -USE
PATH
1733
[LF]
LF OF 10' GREENWAY
3266
[LF]
LF OF 18" CURB &
GUTTER
5208
[LF]
LF OF 30" CURB &
GUTTER
17208
[LF]
TOTAL LF OF WATERLINE
9293
[LF]
LF OF 6" WATERLINE
4616
[LF]
_
LF OF 8" WATERUNE
2006
[LF]
LF OF 12„ WATERLINE
2671
[LF]
LF OF RECLAIMED
WATERLINE
2577
ILF]
LF OF STORM DRAINAGE
14572
[LF]
LF OF SEWER LINES
626211F]
PARKING REQUIRED
(2 SPACES/UNIT)
308
[EA]
PARKING PROVIDED
(2 SPACES/UNIT)
308,
[EA]
��������������aaaaai
SEWER
ALLOCATION
SEWER ALLOCATION
LOT TYPES
UNITS
FLOW FACTOR :TOTAL (GPD)
SINGLE FAMILY
3-BEDROOM
110
3 BR x 60 I 19,800
RESIDENTIAL, TWO-FAMILY
3-BEDROOM
44
3 BR x 60 I 7,920
27,720
SETBACKS
SINGLE FAMILY RESIDENTIAL,
TWO-FAMILY
MINIMUM FRONT SETBACK: 10' 10'
MINIMUM TO GARAGE FRONT: 20' -
MINIMUM SIDE SETBACK: 3' (8' CORNER) -
MINIMUM REAR SETBACK: 10' 10'
MINIMUM BUILDING SEPARATION FOR RESIDENTIAL, TWO FAMILY
SIDE TO SIDE: 6'
REAR TO SIDE: 30'
REAR TO REAR: 40'
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
LESLEY R. ENGLAND, P.E. ALICIA ALBINI
WITHERSRAVENEL, INC. WITHERSRAVENEL, INC.
115 MacKENAN DRIVE, CARY, NC 27511 [e-mail]
FAX: [phone] TELEPHONE: [phone]
[e-mail]
RESIDENTIAL SUBDIVISION
PHASE 1
PITTSBORO, CHATHAM COUNTY NORTH CAROLINA
DEVELOPER/OWNER
CHATHAM PARK INVESTORS LLC
105 W ESTO N ESTATES WAY
CARY, NC 27513
ATTN: MR. CHUCK SMITH, PLA, ASLA
TELEPHONE: [phone]
FAX: [phone]
VICINITY MAP
CHATHAM PARK - 7.1 RESIDENTIAL
SUBDIVISION PHASE 1
WR PROJECT NO.: 02150098.62
TOP PROJECT NO.: CD-2020-08
INDEX OF SHEETS
Sheet Number
Sheet Title
0.0
COVER
0.1
GENERAL NOTES & LEGENDS
1.0
OVERALL EXISTING CONDITIONS
3.0
OVERALL SUBDIVISION PLAN
3.1
SITE PLAN
3.2
SITE PLAN
3.3
SITE PLAN
3.1
SITE PLAN
4.0
OVERALL UTILITY PLAN
4.1
UTILITY PLAN
4.2
UTILITY PLAN
4.3
UTILITY PLAN
4.4
UTILITY PLAN
5.1
ST P.M DP.AINACE PLAN
E,.2
ST I1M DRAINAGE PLAN
S.3
ST I1M DRAINAGE PLAN
E,.4
ST RM I1AIPJACC PLAN
G.1
G[ ADIPNG PLAN
C.2
CI1A INC PLAN
6.3
GRADING PLAN
C.1
CI1A INC PLAN
7.00
ER SI N AND SEDIMENT C NTR L AI TES & CALCULATI NS
7.01
VCRALL [I1 SI N C NTI1 L STAGE 1
7.02
[11 SI N C NTR L STAGE 1
7.04
[11 SI N C PNTfl L STAGE 1
7.05
ER SI PJC NTI1 LSTAGE 1
7.06
VERALL ER SI N C NTR L STAGE 2
7.05
[11 SI N C PNTfl L STAGE 2
7 10
ER SI
8.01
GRANT DRIVE STA. 10+00 - 20+00 PLAN & PROFILE
8.02
GRANT DRIVE STA. 20+00 - 31+00 PLAN & PROFILE
8.03
GRANT DRIVE STA. 31+00 - 42+00 PLAN & PROFILE
8.04
ASPEN AVENUE PLAN & PROFILE
8.05
PROSPECT PLACE PLAN & PROFILE
r
8.07
WABASI I STREET PLAN & rfl FILE
8.08
IMACINE WAY (N RTI I) STA. 10100.00 21132.15 PLAN & PR FILE
8.09
IMAGINE WAY (WEST) STA. 10' 00.00 23 22.91 PLAN & PP. FILE
8.10
SEWER UTFALL PLAN & rfl FILE A & B
8.11
SEWER OUTFALL C AND WATER & RECLAIMED OUTFALL PLAN AND
PROFILE
8.12
ST RM RAINACC UTFALL PLAN & rn FILE
8.13
ST RM DRAINAGE UTFALL PLAN & NI FILE
8.15
ST RM DRAINAGE UTFALL PLAN & PR FILE
8.17
ST RM DRAINAGE UTFALL PLAN & NI FILE
8.18
ST RA1 DRAINAGE UTFALL PLAN & rn FILE
8.19
ST RM DRAINAGE UTFALL PLAN & PR FILE
9.1
SCM 2 rLAN & DETAILS
9.3
SCM 1 PLAN & DETAILS
9.4
SCM DETAILS
SCM DETAILS
10.01
TYPICAL fl ADWAY SECT! NS
10.02
SUBDIVISI Al & R ADWAY DETAILS
10.03
SUBDIVISI N & R ADWAY DETAILS
10.05
WATER 8, SEWER DETAILS
10.07
WATER, RECLAIMED WATER & SEWER DETAILS
10.08
ST RM DRAINAGE DETAILS
10.09
ST RM DRAINAGE DETAILS
10.11
ER SI PJ C PJTR L DETAILS
10.12
NCDEQ NCCO1 PLAN SI !HT
L1.1
LANDSCAPE PLAN
L1 2
LAN S
L1.3
LAAIDSCAFT PLAN
L1.4
LANDSCAPE PLAN SCM rLANTINCf
L2.0
LAAIDSCAFT DETAILS
BOARD OF COMMISSIONERS PLAN APPROVAL
PROJECT NAME: CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1
PROJECT NUMBER: TOP #SUB-2020-01
APPROVAL DATE: 10/27/2020
PREPARED BY:
WithersRavenel
Engineers I Planners I Surveyors
115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 I license #: C-0832 1 www.withersravenel.com
TOWN OF PITTSBORO
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 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 FOR THIS PROJECT.
KNOW WHAT'S BELOW.
CALL BEFORE YOU
DIG.
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DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
:17 PM - HEINZMANN, FRANKLIN
n\PH1\0.1 GENERAL NOTES & LEGENDS.dwg- Friday, April 30, 2021
\CAD\Drawing Sets\Const
ed 7.1 and Mello
K:\15\15-0090\150098.62-CP Age R
■
WithersRavenel
Engineers I Planners I Surveyors
115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com
GENERAL SITE NOTES:
GENERAL UTILITY NOTES:
STORM DRAINAGE/GRADING NOTES:
1. PROPERTY BOUNDARY SHOWN AS PROVIDED BY WITHERSRAVENEL, INC.
2. TOPOGRAPHIC SURVEY SHOWN AS PROVIDED BY WITHERSRAVENEL, INC. AND MCKIM&CREED LIDAR.
3. PROPERTY DOES NOT FALL WITHIN FEMA FLOODPLAIN PER FEMA FIRM MAPS 3710975200J, EFFECTIVE DATE FEBRUARY 2, 2007.
4. STORMWATER DISCHARGES INTO TRIBUTARY OF HAW RIVER.
5. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN.
6. THIS PROJECT IS LOCATED IN THE JORDAN LAKE NUTRIENT MANAGEMENT WATERSHED.
7. PER REPORT BY GEOTECHNOLOGIES, INC DATED 03/20/17, THERE ARE NO CORROSIVE SOILS ON SITE.
8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO, THE NCDOT ADOPTED COMPLETE STREETS PLANNING AND DESIGN GUIDELINES, AND THE MOST RECENT
NCDOT MINIMUM CONSTRUCTION STANDARDS FOR SUBDIVISION ROADS.
WORK ON THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE
NCDOT ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, CHATHAM
COUNTY EROSION CONTROL STANDARDS AND SPECIFICATIONS, TOWN OF PITTSBORO STANDARDS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN
THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN UNLESS OTHERWISE NOTED IN THESE PLANS.
10. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE
IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF
SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTORS RISK.
11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOB -SITE SAFETY, INCLUDING BUT NOT LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
12. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND LOCATING ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON
BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
13. THE CONTRACTOR SHALL PROTECT ALL SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL REPAIR, AT THEIR OWN
EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
14. TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THESE PLANS, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
AND AS FURTHER DIRECTED BY THE TOWN OF PITTSBORO AND NCDOT.
15. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING CONSTRUCTION.
16. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE, AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLANDS AND/OR FLOODPLAIN IMPACTS
(RESPECTIVELY) PRIOR TO COMMENCING CONSTRUCTION.
17. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS AND/OR SERVICE TAPS) OR ROADWAY CONSTRUCTION WITHIN STATE ROW PRIOR TO
COMMENCING CONSTRUCTION.
18. R/Ws LABELED AS PUBLIC WILL BE DEDICATED TO THE TOWN OF PITTSBORO WITH THE FINAL PLAT.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST TOWN OF PITTSBORO STANDARD SPECIFICATIONS
AND DETAILS.
2. ALL CONSTRUCTION WITHIN THE NCDOT PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST NCDOT
STANDARD SPECIFICATIONS.
3. ALL STORM DRAINAGE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
4. ALL UTILITY LINES SHALL HAVE EASEMENTS CENTERED ON THE LINES UNLESS LOCATED COMPLETELY IN ROAD RW.
5. WATERLINE SHALL BE 2' MINIMUM OFF EDGE OF PAVEMENT UNLESS SHOWN OTHERWISE. ALL WATER LINES SHALL BE
DUCTILE IRON PIPE. WATERLINE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 3' FROM FINISHED GRADE.
6. A 3' - 5' CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS, INCLUDING CLEARANCE FROM TREES AND
SHRUBS.
7. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED RECLAIMED/SEWERS,
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION, IN WHICH CASE: THE WATER
MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES
ABOVE THE TOP OF THE RECLAIMED/SEWER; OR, THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE RECLAIMED/SEWER.
g WHEN A WATER MAIN MUST CROSS OVER A RECLAIMED WATER AND/OR SEWER MAIN, THE BOTTOM OF THE WATER
MAIN SHALL BE AT LEAST 18 INCHES ABOVE THE TOP OF THE RECLAIMED WATER AND/OR SEWER MAIN. IF THIS
SEPARATION CANNOT BE OBTAINED WHILE MAINTAINING THE REQUIRED COVER, BOTH THE WATER AND RECLAIMED
WATER AND/OR SEWER MAINS SHALL BE DUCTILE IRON PIPE, WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS,
FOR 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A JOINT OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINT OF CROSSING.
9. WHEN A WATER MAIN MUST CROSS UNDER A RECLAIMED WATER AND/OR SEWER MAIN, BOTH THE WATER AND
RECLAIMED WATER AND/OR SEWER MAINS SHALL BE DUCTILE IRON PIPE, WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS, FOR 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE
CENTERED AT THE POINT OF CROSSING. VERTICAL SEPARATION BETWEEN THE TOP OF THE WATER MAIN AND THE
BOTTOM OF THE RECLAIMED WATER AND/OR SEWER MAIN SHALL BE MINIMUM 18 INCHES.
10. WHEN A WATER MAIN PIPE CROSSES OVER OR UNDER A STORM SEWER, VERTICAL SEPARATION BETWEEN THE PIPES
SHALL BE MINIMUM 18 INCHES UNLESS BOTH PIPES ARE DUCTILE IRON OR ENCASED IN CONCRETE FOR 10 FEET
EITHER SIDE OF THE CROSSING.
11. SANITARY SEWER MAINS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN STORM SEWERS.
12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING
UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS
APPROXIMATE.
13. SEWER LINES AND SERVICES INSTALLED WITH A DEPTH OF COVER LESS THAN 3' OR OVER 20 FEET SHALL REQUIRE
1. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL
MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. IN ADDITION TO THE MEASURES SHOWN
IN THESE PLANS, THE CONTRACTOR SHALL USE INTERIM DIVERSION DITCHES, BERMS, OR OTHER METHODS AS
REQUIRED TO DIRECT DRAINAGE AS SHOWN ON THESE PLANS AND TO PREVENT SILT AND CONSTRUCTION DEBRIS
FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS.
2. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR
RELOCATIONS.
3. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER
NON -COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE
DEBRIS DERIVED FROM ANY SOURCE. ALL FILL MATERIAL SHALL BE TESTED AND APPROVED BY PROJECT
GEOTECHNICAL ENGINEER. ALL FILL SHALL BE PLACED IN ACCORDANCE WITH PROJECT GEOTECHNICAL ENGINEER
DIRECTION AND RECOMMENDATIONS. TESTING RESULTS SHALL BE PROVIDED TO OWNER TO VERIFY PROPER
PLACEMENT.
4. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR
IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL MEET THE REQUIREMENTS OF
THE FINAL GEOTECHNICAL REPORT RECOMMENDATIONS.
5. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF
THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE
MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING
LABORATORY AND CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY. ALL SOIL USED SHALL BE IN ACCORDANCE WITH PROJECT GEOTECHNICAL ENGINEER REQUIREMENTS.
6. ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF -SITE.
7. REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND GEOTECHNICAL REPORT FOR BUILDING PAD AND
PAVING SUBGRADE INFORMATION.
8. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED
IN CASE OF DISCREPANCY.
9. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLASTING ROCK IS ENCOUNTERED.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS.
10. CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT
AS SHOWN ON THE PLANS.
11. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL
LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER.
12. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF
THE STORM SEWER.
13. ALL RCP STORM SEWER SHALL BE MINIMUM CLASS III REINFORCED CONCRETE PIPE, UNLESS OTHERWISE NOTED.
I I
CONSTRUCTION DRAWINGS FOR
CHATHAM PARK SECTION 7.1
RESIDENTIAL SUBDIVISION
PHASE 1
PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
DUCTILE IRON PIPE FOR THE ENTIRE RUN BETWEEN MANHOLES OR CLEANOUTS.
14. THE LOCATIONS OF EXISTING STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. WHERE
GENERAL NOTES:
14. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL BE INSTALLED BETWEEN 2 AND 3 FEET ABOVE FINISHED
GRADE.
PROPOSED STORM SEWER PIPING TIES TO EXISTING STRUCTURES, PIPES, SWALES, ETC., THE CONTRACTOR SHALL
FIELD ADJUST PROPOSED STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
THE PERMITEE OR DESIGNEE SHALL SCHEDULE THE PRE -CONSTRUCTION MEETING SEVEN (7) DAYS PRIOR TO COMMENCING WORK WITH THE TOWN OF PITTSBORO PUBLIC UTILITIES INSPECTOR AT
[phone] OR [e-mail].
15. FOR 8"-12" SEWER LINES, 4' DIA MANHOLES SHALL BE USED FOR DEPTHS UP TO 12', 5' DIA MANHOLES FOR DEPTHS
FROM 12' TO 20', AND 6' DIA MANHOLES FOR DEPTHS GREATER THAN 20'.
15. CONTRACTOR SHALL REMOVE ALL TOPSOIL THAT IS DETERMINED BY THE PROJECT GEOTECHNICAL ENGINEER TO BE
UNSUITABLE.
2. THE PERMITEE OR DESIGNEE SHALL NOTIFY THE TOWN PUBLIC UTILITIES OFFICE FORTY-EIGHT (48) HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AT (919)-533-5480, EXCLUDING
16. THERE SHALL BE NO DIRECT CROSS CONNECTIONS BETWEEN THE RECLAIMED WATER AND POTABLE WATER SYSTEMS.
WEEKENDS AND HOLIDAYS. ONCE THE WORK HAS BEGUN, AT LEAST A FORTY-EIGHT (48) HOUR NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF DISRUPTION TO THE TOWN'S SERVICES SUCH AS
WORKING IN A TOWN ROADWAY, TAPPING WATER MAINS, PLUGGING SEWER, ETC. NO WORK SHALL BE PERFORMED ON WEEKENDS, AFTER WORK HOURS OR HOLIDAYS UNLESS GIVEN PRIOR
APPROVAL.
IN ALL CASES WHERE RECLAIMED AND MUNICIPAL POTABLE WATER ARE SUPPLIED TO THE SAME STRUCTURE AND/OR
OTHER SAME FACILITY, A REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER SHALL BE PROVIDED ON THE
MUNICIPAL POTABLE WATER SERVICE. THE PRIVATELY OWNED AND MAINTAINED RECLAIMED WATER SERVICE PIPING
WATERSHED NOTES:
NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICE MAIL OR EMAIL WILL NOT BE A CONSIDERED NOTIFICATION UNLESS ADEQUATELY RESPONDED TO BY A TOWN OF PITTSBORO
REPRESENTATIVE.
THE PERMITEE OR DESIGNEE SHALL BE RESPONSIBLE FOR NOTIFYING ALL CUSTOMERS AFFECTED BY SERVICE INTERRUPTIONS. THE TOWN OF PITTSBORO WILL NOT APPROVE SERVICES
INTERRUPTIONS UNTIL PROOF IS PROVIDED THAT PROPER CUSTOMER NOTIFICATIONS HAVE BEEN PROVIDED.
TOWN OF PITTSBORO CURRENT STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE ONLINE AT PITTSBORONC.GOV, UNDER THE ENGINEERING DEPARTMENT PAGE.
THE CONTRACTOR SHALL UNCOVER ALL EXISTING TOWN UTILITY LINES BEING TIED INTO TO VERIFY THEIR TYPE, CONDITION, LOCATION, INVERT, SLOPE, AND ANY OTHER INFORMATION NEEDED TO
DETERMINE THAT THE UTILITY CONNECTION WILL FUNCTION AS DESIGNED. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO THE LATERAL OR MAIN LINES OF THE TOWN
WATER, RECLAIMED WATER, SANITARY SEWER, AND/OR STORM DRAIN SYSTEM NECESSARY FOR THE CONNECTION TO FUNCTION AS DESIGNED. THE CONTRACTOR SHALL LOCATE OR HAVE LOCATED
ALL EXISTING UNDERGROUND PRIVATE UTILITIES (ELECTRIC, TELEPHONE, PIPELINES, ETC.) AND STRUCTURES IN ADVANCE OF CONSTRUCTION AND SHALL ELIMINATE ALL CONFLICTS PRIOR TO START
OF CONSTRUCTION. (NOTE: NORTH CAROLINA 811 PROVIDES A COMMUNICATIONS LINK WITH YOUR LOCAL UTILITY PROVIDERS. CONTRACTOR PROVIDES INFORMATION ABOUT EXCAVATION; NC 811
TRANSMITS THE INFORMATION TO THE UTILITIES AND SENDS OUT LOCATORS TO MARK YOUR UNDERGROUND LINES FOR FREE. CALL 811 OR 1-800-632-4949 THREE WORKING DAYS BEFORE DIGGING.)
BACKFILLING SHALL NOT BE STARTED UNTIL LINES ARE APPROVED BY THE TOWN INSPECTOR, AND GEOTECHNOLOGICAL FIRM. ALL BACKFILL SHALL BE #78 STONE, SCREENINGS, OR NATIVE MATERIAL
UNLESS OTHERWISE APPROVED ON THE PLANS, AND SHALL BE INSTALLED IN ACCORDANCE WITH, TYPE I TO 95% COMPACTION. BACKFILL PLACEMENT AND SURFACE REPLACEMENT SHALL BE IN
ACCORDANCE WITH 16" MIN DEPTH ABC SHELF.
6. AN APPROVED SET OF PLANS SHALL BE MAINTAINED ON THE JOB SITE AT ALL TIMES THAT WORK IS IN PROGRESS. DEVIATION FROM THE PLANS SHALL NOT BE ALLOWED WITHOUT AN APPROVED PLAN
REVISION
7. THE CONTRACTOR SHALL SUPPLY THE TOWN INSPECTOR CONSTRUCTION MATERIAL TESTING DOCUMENTATION THROUGHOUT THE PROJECT.
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 COLOR AND TEXT IDENTIFICATION.
17. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A
RECLAIMED/SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18
INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS (RESTRAINED) FOR A DISTANCE
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
18. CROSSING A WATER MAIN UNDER RECLAIMED WATER, OR SANITARY SEWER. WHENEVER IT IS NECESSARY FORA
WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED DUCTILE
IRON AND WITH RESTRAINED JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
WHERE DUCTILE IRON PIPE CANNOT BE USED (EXISTING PIPING) THE WATER, RECLAIMED/SEWER SHALL BE ENCASED
WITH QUICK SET, NON -EXCAVATE FLOWING FILL EXTENDING THREE (3') FEET ON BOTH SIDES OF THE CROSSING.
RECLAIMED WATER DISTRIBUTION LINES SHALL MEET THE SEPARATION DISTANCES TO SEWER LINES IN ACCORDANCE
WITH 15A NCAC 02T .0305. ALL PIPING SHALL BE RESTRAINED MJ SLEEVES, OR OTHER APPROVED COUPLINGS, AND
WRAPPED WITH PURPLE POLYETHYLENE WRAP AS SPECIFIED.
19. RECLAIMED WATER DISTRIBUTION LINES SHALL NOT BE LESS THAN 50 FEET FROM A PUBLIC WELL UNLESS THE PIPING
THE PROPOSED DEVELOPMENT IS WITHIN THE JORDAN LAKE WATERSHED AND THEREFORE MUST MEET STATE AND LOCAL
STORMWATER MANAGEMENT REQUIREMENTS AS OUTLINED IN THE TOWN OF PITTSBORO STORMWATER ORDINANCE AS WELL
AS THE STORMWATER ELEMENTS DEFINED IN THE CHATHAM PARK PDD. THE FOLLOWING REQUIREMENTS APPLY TO THE
SUBJECT SITE:
• STORMWATER SYSTEMS SHALL BE DESIGNED TO CONTROL AND TREAT THE RUNOFF GENERATED FROM ALL SURFACES
BY ONE INCH OF RAINFALL. THE TREATMENT VOLUME SHALL BE DRAWN DOWN PURSUANT TO STANDARDS SPECIFIC TO
EACH PRACTICE AS PROVIDED IN THE NCDEQ DESIGN MANUAL. TO ENSURE THAT THE INTEGRITY AND NUTRIENT
PROCESSING FUNCTIONS OF RECEIVING WATERS AND ASSOCIATED RIPARIAN BUFFERS ARE NOT COMPROMISED BY
EROSIVE FLOWS, STORMWATER FLOWS FROM THE DEVELOPMENT SHALL NOT CONTRIBUTE TO DEGRADATION OF
WATERS OF THE STATE. AT A MINIMUM, THE DEVELOPMENT SHALL NOT RESULT IN A NET INCREASE IN PEAK FLOW
LEAVING THE SITE FROM PRE -DEVELOPMENT CONDITIONS FOR THE ONE-YEAR, 24-HOUR STORM EVENT.
• NITROGEN AND PHOSPHORUS LOADS CONTRIBUTED BY THE PROPOSED NEW DEVELOPMENT SHALL NOT EXCEED THE
FOLLOWING UNIT -AREA MASS LOADING RATES: 3.80 AND 1.43 POUNDS PER ACRE PER YEAR FOR NITROGEN AND
PHOSPHORUS, RESPECTIVELY, FOR THE OVERALL PDD BOUNDARY.
• ALL STORMWATER SYSTEMS USED TO MEET THESE REQUIREMENTS SHALL BE DESIGNED TO HAVE A MINIMUM OF 85%
AVERAGE ANNUAL REMOVAL FOR TOTAL SUSPENDED SOLIDS (TSS).
• CONTROL POST -DEVELOPMENT STORMWATER RUNOFF RATES SO THAT THERE IS NO INCREASE IN PEAK FLOW RATES
FROM THE PRE -DEVELOPMENT CONDITION FOR THE 1-YEAR, 2-YEAR, 5-YEAR AND 10-YEAR 24-HOUR DURATION STORM
EVENTS AT THE WATERSHED LEVEL.
• THE CHATHAM PARK PDD SHALL HAVE A MAXIMUM IMPERVIOUS DENSITY OF 70%. FOR ADDITIONAL INFORMATION
PLEASE CONTACT THE STORMWATER ADMINISTRATOR.
I I
GENERAL NOTES &
LEGENDS
AND INTEGRITY TESTING PROCEDURES MEET WATER MAIN STANDARDS APPROVED BY THE TOWN ENGINEER, OR
UTILITY DIRECTOR, BUT IN NO CASE SHALL THEY BE LESS THAN 25 FEET FROM A PRIVATE WELL.
8. EXISTING VALVES SHALL BE OPERATED ONLY BY TOWN OF PITTSBORO STAFF OR IN CASE OF AN EMERGENCY, IN THE PRESENCE OF TOWN STAFF. THE TOWN REQUIRES A 48-HOUR NOTICE FOR
SYSTEM SHUTDOWNS. CONTRACTOR IS REQUIRED TO NOTIFY AFFECTED CUSTOMERS 24-HOURS PRIOR TO SHUTTING DOWN. BUSINESSES MAY REQUIRE AFTER HOUR SHUTDOWNS. RESIDENTIAL
FLOWS AFTER SHUTDOWN MAY REQUIRE A PUMP. CONTRACTOR IS RESPONSIBLE TO INSTALL 2" TAPS TO RELIEVE PRESSURE AND ALLEVIATE RESIDUAL FLOWS WHEN NEEDED.
20. ALL PRIVATELY OWNED, AND MAINTAINED RECLAIMED WATER SERVICE PIPING, AND APPURTENANCES SHALL BE
EASEMENT ABBREVIATION LEGEND
9. NO BURNING OF DEMO DEBRIS DURING CLEARING AND GRUBBING.
IDENTIFIED IN CONFORMANCE WITH NORTH CAROLINA PLUMBING CODE.
21. EASEMENTS LABELED AS PUBLIC WILL BE DEDICATED TO THE TOWN OF PITTSBORO WITH THE FINAL PLAT
DE PUBLIC DRAINAGE EASEMENT
PDE PRIVATE DRAINAGE EASEMENT
DHMAE PUBLIC DRAINAGE AND HEADWALL MAINTENANCE
10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
11. PRIOR TO ANY CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR/DEVELOPER SHALL NOTIFY THE TOWN INSPECTOR OF ANY CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. IT
SHALL BE RESTORED TO ORIGINAL CONDITIONS USING THE FOLLOWING REQUIREMENTS:
A. ALL TREES IMPACTED BY CONSTRUCTION THAT ARE NOT PART OF THE APPROVED PLANS, SHALL BE REPLACED WITH THE SAME SIZE AND TYPE OF TREE AT A LOCATION DETERMINED BY THE TOWN.
B. ALL IRRIGATION SYSTEMS SHALL BE RESTORED TO FULLY FUNCTIONING STATUS. ANY IRRIGATION LOCATED BENEATH ASPHALT OR CONCRETE SHALL BE SLEEVED WITH SCHEDULE 40 PVC TWO
NOMINAL SIZES LARGER.
C. LANDSCAPE BEDDING SHALL BE OF A SIZE AND COLOR TO MATCH EXISTING BEDDING AND SHALL BE SPREAD A MINIMUM OF TWO INCHES THICK.
ACCESS EASEMENT
GE PUBLIC GREENWAY EASEMENT
MUPE PUBLIC MULTI -USE PATH EASEMENT
PUDE PRIVATE UTILITY/DRAINAGE EASEMENT
UE PUBLIC UTILITY EASEMENT
PUE PRIVATE UTILITY EASEMENT
PSCSAE PRIVATE STORMWATER CONTROL
STRUCTURE AND ACCESS EASEMENT
SDTE PUBLIC SIGHT DISTANCE EASEMENT
SSE PUBLIC SANITARY SEWER EASEMENT
PSSE PRIVATE SANITARY SEWER EASEMENT
PSLE PRIVATE SIGN AND LANDSCAPE EASEMENT
PMKE PRIVATE MAIL KIOSK EASEMENT
D. THE ENGINEERING DEPARTMENT AND PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED TO INSPECT ALL WORK BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.
12. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE TOWN PUBLIC UTILITIES DIRECTOR, OR DESIGNEE, AND/OR ALL WORK AND MATERIAL NOT IN CONFORMANCE WITH THE SPECIFICATIONS IS
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE.
13. THE TOWN OF PITTSBORO IS NOT RESPONSIBLE FOR LIABILITY INCURRED DUE TO DELAYS AND/OR DAMAGES TO UTILITIES IN CONJUNCTION WITH THIS CONSTRUCTION. THE TOWN WILL NOT
PARTICIPATE IN THE COST OF CONSTRUCTION OR UTILITY RELOCATION.
14. NO FINAL ACCEPTANCE SHALL BE ISSUED UNTIL A FLASH DRIVE AND ONE (1) SET OF RECORD DRAWINGS, CERTIFIED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, HAVE BEEN
SUBMITTED AND ACCEPTED BY THE TOWN ENGINEER.
15. CONSTRUCTION OF CONCRETE OR PAVING ITEMS SHALL NOT COMMENCE UNTIL ALL UNDERGROUND WORK HAS BEEN INSPECTED, TESTED, AND APPROVED.
16. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE PITTSBORO TOWN LIMITS OR PLANNING AREA SHALL BE DONE IN SUCH A WAY THAT WILL NOT CREATE A NUISANCE, AND MUST BE
DONE IN ACCORDANCE TO THE APPROVED PLANS. THE PLACING OF MATERIAL ON PRIVATE PROPERTY OF ANOTHER REQUIRES WRITTEN AUTHORIZATION.
17. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH THE NCDOT AND MUTCD SPECIFICATIONS.
18. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO ENTERING PUBLIC STREETS. IT IS THE CONTRACTORS RESPONSIBILITY
TO CLEAN STREETS, ALLAY DUST, AND TAKE WHATEVER MEASURES ARE NECESSARY TO ENSURE THAT ALL ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. THE
CONTRACTOR SHALL UTILIZE A STREET SWEEPER FOR STREET CLEANING.
19. ANY CONSTRUCTION DETOURS WILL REQUIRE AN ALL-WEATHER ROAD SURFACE.
Job No.
02150098.62
Drawn By
TE
Date
11/09/20
Designer
FH
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Revisions
REVISION PER TOP
1 01/25/21
COMMENTS
2 REVISION PER DEQ 04/30/21
COMMENTS
Sheet No.
0.1

DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
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CONSTRUCTION DRAWINGS FOR
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Designer
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SINGLE FAMILY (110 UNITS)
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2SPACES/UNIT REQUIRED
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2,940"�
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SUBDIVISION NOTES:
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PROPOSED SPEED LIMIT AND
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1. DRIVEWAYS ON CORNER LOTS SHALL BE ON THE FAR SIDE OF THE LOT.
_
STREET CLASSIFICATION
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G' RAN
2. ALL SINGLE FAMILY UNITS ARE REQUIRED TO PROVIDE 2 PARKING SPACES EITHER IN A GARAGE AND/OR DRIVEWAY.
(84,R/"JR/1/E-
-
0-
3. ALL DRIVEWAYS USED TO ACCOUNT FOR 2 PARKING SPACES SHALL BE A MINIMUM OF 16' WIDE AND HAVE A MINIMUM 20'
ROAD
CLASSIFICATION
R/W WIDTH
SPEED LIMIT
FUTURE
DEVELOPMENT
—
LENGTH SHALL BE MEASURED FROM THE RIGHT-OF-WAY.
GRANT DRIVE
PUBLIC STREET
84'
35 MPH
I L 1
ASPEN AVENUE
PUBLIC STREET
55'
25 MPH
SECTION
7.1
J 20' B-B END OF CONSTRUCTION
II GRANT DRIVE STA. 41+11.00
GRAPHIC SCALE
4. DRIVEWAY PARKING IS REQUIRED TO BE 20' IN LENGTH TO COUNT TOWARDS PARKING REQUIREMENT, MEASURED FROM
THE RIGHT-OF-WAY.
PROSPECT PLACE
PUBLIC STREET
55'
25 MPH
Sheet No.
3•0
100
0 50 100
200
IMAGINE WAY
PUBLIC STREET
55'
25 MPH
5. A CENTRAL MAIL KIOSK FOR 154 UNITS WILL BE LOCATED IN THE FUTURE AMENITY CENTER AREA. 6 REGULAR SPACES
WABASH STREET
PUBLIC STREET
55'
25 MPH
1 inch = 100 Ft.
AND 1 ADA SPACE WILL BE REQUIRED. THE MAIL KIOSK AND PARKING SHALL BE CONSTRUCTED PRIOR TO C.0 FOR
PHASE 1. THE PERTINENT CONSTRUCTION DETAILS FOR THE KIOSK AND PARKING WILL BE SHOWN WITH THE AMENITY
MERRIVILLE ROAD
PUBLIC STREET
55'
25 MPH
CENTER PLANS.
ABUNDANCE LANE
PUBLIC STREET
55'
25 MPH

DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
PM - HEINZMANN, FRANKLIN
n\PH1\4.0 OVERALL UTILITY PLAN.dwg- Friday, April 30, 202
\CAD\Drawing Sets\Const
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K:\15\15-0090\150098.62-CP Age R
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TOWN OF PITTSBORO UTILITY NOTIFICATION NOTES:
FIRE HYDRANT NOTES:
PIN. 9752-19-5526 / \Xx : — - - /j /
ZONE PDD r , // \
WithersRavenel
Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 I license #: C-0832 I www.withersravenel.com
PER LATEST TOWN OF PITTSBORO STANDARD SPECIFICATIONS, FIRE HYDRANTS (IN
1) N/F
�� \ MARY VALERIE BALLIT
1. THE OWNER/CONTRACTOR SHALL NOTIFY THE TOWN OF PITTSBORO AT LEAST 48
HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. ONCE CONSTRUCTION HAS
BEGUN, AT LEAST 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF
DISRUPTION TO THE TOWN'S SERVICES SUCH AS TAPPING WATER MAINS,
DISTRIBUTION MAINS) SHALL BE SPACED SUCH THAT ALL STRUCTURES FALL WITHIN A 500-FOOT
RADIUS OR AT LEAST ONE HYDRANT.
// / j
/ GESUALDO A. COSTANZO, CO -TRUSTEES
/ / l i / \ DB. 721 PG. 152
/ // / / '♦' / BM. 94 PG. 153
OPERATING VALVES, CLOSING STREETS, PLUGGING SEWERS, ETC.
/////
/ /� / PINZONE R-A2 64
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2. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICEMAIL OR
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EMAIL WILL NOT BE CONSIDERED PROPER NOTIFICATION UNLESS ADEQUATELY
/
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RESPONDED TO BY A TOWN OF PITTSBORO REPRESENTATIVE.
// / A&J VENTURE TWO, LLC
/ / / DB. 1961 PG. 217 \
1111
3. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL
i►�`
/ BM. 19 PG. 6
CUSTOMERS AFFECTED BY SERVICES INTERRUPTIONS. THE TOWN OF PITTSBORO
WILL NOT APPROVE SERVICE INTERRUPTIONS UNTIL PROOF THAT PROPER
CUSTOMER NOTIFICATION HAS BEEN PROVIDED.
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/ ; / PIN. 9752-29-2426 8" DIP WATERLINE TO BE
/ / ZONE 0-1 EXTENDED WITH FUTURE
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4. EXISTING VALVES SHALL BE OPERATED ONLY WITH A REPRESENTATIVE OF THE
TOWN OF PITTSBORO PRESENT.
/
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PIPE CORROSION POTENTIAL NOTES:
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97
1. GEOTECHNOLOGIES, INC. WAS REQUESTED TO PROVIDE THEIR OPINION OF THE
POTENTIAL FOR CORROSION OF DUCTILE IRON PIPE INSTALLATIONS FOR THIS
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DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
n\PH1\4.1 - 4.4 UTILITY PLAN.dwg- Friday, April 30, 2021 12:53:44 PM - HEINZMANN, FRANKLIN
\CAD\Drawing Sets\Const
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K:\15\15-0090\150098.62-CP Age R
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WithersRavenel
Engineers I Planners I Surveyors
115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com
MARY VALERIE BALLIT
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INSTALL 45° VERTICAL BENDS PER DETAIL.
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COMMENTS
2 REVISION PER DEQ 04/30/21
COMMENTS
445
445
1
440
440
435
435
Sheet No.
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DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
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AD: 10.17
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HIGH PT STA: 32+29.35
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PVI EL: 517.44'-
1 K: 30.0
AD: -13.32-
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SCALE:
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
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WATERLINE NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO
INSTALL 45° VERTICAL BENDS PER DETAIL.
SEWER NOTE:
A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC
SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE
PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEERS
REPRESENTATIVE PRIOR TO INSTALLATION.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE
SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
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11/09/20
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COMMENTS
01/25/21
04/30/21
Sheet No.
8.02

DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
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n\PH1\8.1 - 8.3 GRANT DRIVE PLAN & PROFILE.dwg- Friday, April 3
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DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
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n\PH1\8.4 - 8.x ROAD PLAN & PROFILE.dwg- Friday, April 30, 2021
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DocuSign Envelope ID: 4E8CE50A-9850-4C5F-967E-4301121 EDD37
06:41 PM - HEINZMANN, FRANKLIN
.XX DETAILS.dwg- Friday, April 30, 2
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ed 7.1 and Mello
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WithersRavenel
Engineers I Planners I Surveyors
115 MacKenan Drive 1 Cary, NC 27511 1 t: 919.469.3340 1 license #: C-0832 1 www.withersravenel.com
WATER LINE EXCLUSION AND EXTRA PROTECTION ZONES*
WATER LINE EXTRA PROTECTION
DUCTILE IRON PIPE WITH RESTRAINED OR MECHANICAL JOINTS*
4"
A
W
2
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ENCASEMENT FOR PIPE CROSSING*
STIRRUPS STIRRUPS
GRAVITY SANITARY SEWER PRESSURIZED SANITARY SEWER
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SECTION
A -A
CONSTRUCTION DRAWINGS FOR
CHATHAM PARK SECTION 7.1
RESIDENTIAL SUBDIVISION
PHASE 1
PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
ZONE A: NO WATER LINES ALLOWED/MINIMUM SEPARATION.
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NOTES:
NORT
NOTES:
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* REFER 15A NCAC 18C.0906
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SEPARATION/PROTECTION
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EFFECTIVE:
10/01/16
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STANDARD CONSTRUCTION
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SEWEIR MANHO
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NOT TO SCALE
STANDARD NO: MU-02-002
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— — — —
_
_
4„MIN.
f '
BACKFILL
n
RECLAIMED
2" PVC
�
*' 2" GATE VALVE
`
`
d
6"
'
WATER
MAIN
LOCK
CAP
PIPE
6 SDR 21 PVC
THREADED
INLET/OUTLET
1" THICK
i ��=' � �� �!•t -• �� �•r = � �i ��
�,�- t t
• . a,
f •��•
12"
FOUR ANCHOR BOLTS
Revisions
1
■'
:f
WATER -PROOF
f��•''
�' 12"-No.57STONE ��.=:'t
.t
�
� RI• \•�mw.an� fll
,
���•.� .�+•
MINIMUM 1/2" MINIMUM
REVISION PER TOP
1
COMMENTS
/
2 "SDR27 PVC
NON -SHRINK GROUT
�� �� ����t:.�
I.1••.1 1.441- /i�!��.� •.��
ife
•
A's,
PROVIDE PIPING IN PANTONE 522
�
•.o �,s,�w};'„�i.°
NO LEAD TEE CONNECTION TO
ALL CONNECTIONS /
SHALL BE CORED
'--
t
t"
4"
48"
}
2 REVISION PER DEQ 04/30/21
COM MENTS
PURPLE WITH THE WORDS "CAUTION BLOW -OFF ASSEMBLY
RECLAIMED WATER DO NOT DRINK"BLOCKING
PVC TRANSITION ADAPTER (SOCKET x
STAINLESS STEEL FEMALE IPT) (TYPICAL)
2" NO LEAD BRASS
SANITARY
SEWER
NOTES:
‘;4/11.101
NIPPLE
1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE.
NOTES:
':
2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS
1) FOR MAINS THAT ARE TO BE EXTENDED, USE A VALVE EQUAL TO THE MAIN SIZE AS THE
OTHERWISE NOTED.
NOR Ty
BLOW -OFF VALVE AND THEN REDUCE TO THE 2" SDR 21 PVC PIPE.
2) SDR 21 PVC PIPE SHALL BE PROVIDED WITH 200 P.S.I. PRESSURE RATING AND CONNECTED WITH
M
‘4 R T,y
3• CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH.
BELUSPIGOT SOLVENT WELD JOINTS.
O'
4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS,
�O' O
O Y
pp *Noy
3) SDR 21 PIPE SHALL BE PROVIDED IN PANTONE 522 PURPLE AND LABELED
"CAUTION RECLAIMED WATER DO NOT DRINK".
O
O
m ��� 0
CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. RING TOP VIEW
178%�
178��:
.
TOWN OF PITTSBORO
�,.
TOWN OF PITTSBORG
STANDARD RECLAIMED WATER BLOW -OFF ASSEMBLY, TYPE 3
STANDARD CONSTRUCTION
DETAIL
/
STANDARD COMBINATION AIR VALVE MANHOLE
STANDARD CONSTRUCTION
DETAIL
EFFECTIVE: 10/01/16
SANITARY SEWER
(EXISTINGMANHOLE)
STANDARD NO: RW-06-011
EFFECTIVE: 10/01/16
(FOR RECLAIMED WATER)
STANDARD NO: RW-06-012
10.0
Sheet No.
7

11101 WithersRavenel
iiOur People. Your Success.
May 5, 2021
Department of Environmental Quality
Division of Water Resources
Non -Discharge Branch
Attn: Nathaniel Thornburg-9th Floor,
Office #942X
512 N. Salisbury Street
Raleigh, NC 27604
RE: Chatham Park - Section 7.1 Phase 1
Reclaimed Water Distribution Permit
Dear Mr. Thornburg,
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, project will consist of 2,577 LF 4" PVC that will serve a residential subdivision. Initially the reclaimed
water line permitted with this project will be tied to reclaimed water permitted under separate cover west
of this project and within Grant Dr. This portion of reclaimed water ties to the domestic water main within
Grant Dr with an RPZ backflow assembly. Once reclaimed water is available from the Town of Pittsboro,
the connection to the potable system will be removed.
Please find attached one paper original and two digital CDs (PDFs) of the following information in support
of the application:
• $480.00 Application Fee (Check # 5334)
• Reclaimed Water Systems - Project Information Form (RWPI 06-16)
• Reclaimed Water Systems - Distribution Lines Form (RWDL 06-16)
• Property Ownership Documentation (Deed)
• Technical Specifications
• Engineering Calculations/Reclaimed Water Model
• Plans
• Two (2) CDs with submittal documents (PDF)
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0373 or [e-mail].
Sincerely
Wi hersRa
Lesley R. En
Project Man!_'-r
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008 I www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section Non -Discharge Permitting Unit website.
General —This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least one
of the following forms must also be included in the application package. However, multiple forms may be applicable. Unless
otherwise noted, the Applicant shall submit one original and two copies of the application and supporting
documentation. Please check the boxes below as appropriate to indicate which additional folnis 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.
❑X 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 peuuitting delegation for reclaimed water users.
A. Cover Letter (All Application Packages):
❑X List all items included in the application package, as well as a brief description of the requested peunitting action.
B. Application Fee (All New and Major Modification Application Packages):
X❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ) according to the following fee schedules:
X❑ STANDARD REVIEW — Submit the appropriate fee for all new and major modification applications as listed in the table
below.
Facility Classification
New Permit
Major Modification 1
Major Generator/User (ADF > 10,000 gallons per day)
$1,310
$395
Minor Generator/User (ADF < 10,000 gallons per day) $810 $245
Reclaimed Water Distribution Lines $480 1 N/A
A major modification shall be defined as any peunit 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 pei�uitted.
There is no fee for minor permit modifications.
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
X❑
X❑
Submit the completed and appropriately executed Reclaimed Water Project Infounation (FORM: RWPI 06-16) four. Please
do not make any unauthorized content changes to this foul'.
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 four shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
There is no fee for peunit renewal without modification.
D. Existing Permit: (All Modification Packages):
❑ Submit the most recently issued existing peunit.
❑ Provide a list of any items within the peunit the Applicant would like the Division to address during the peunit modification
(i.e., compliance schedules, pei, lit description, monitoring, pei, lit conditions, etc.).
ONE ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
I. GENERAL INFORMATION:
1. Applicant's name: Town of Pittsoro
Mailing address: P.O. Box 759
City: Pittsboro State: NC Zip: 27312-
Telephone number: (919 )542 2063
Email Address: ckennedy©pittsboro.gov
2. Signature authority's name:Chris (per 15A NCAC 2U .0106)
Kennedy
3. Applicant type (check all that apply:
X❑ Government > ❑ Federal ❑ State X❑ Municipal ❑ County
❑ Individual
❑ Corporation
✓ For new pe'its, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new peuuits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new pei'its, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC Utilities Commission's Water and Sewer Division Public Staff stating an application for a
franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
❑ Home Owners Association
✓ For new peunits, 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 peunits, submit a properly executed Operational Agreement (FORM: DEV)
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ❑X No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ❑X No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ❑X No
d. Is non -compliant with an existing non -discharge peunit, settlement agreement or order? ❑ Yes or ❑X No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or X❑ No
Title: Town Manager
FORM: RWPI 06-16 Page 1 of 3

II. PROJECT INFORMATION
1. Application type: Select (See Instruction B)
Fee Submitted (See Instruction B)
2. For modifications, provide the existing peu,uit number: WQ00 and most recent issuance date:
3. Provide a brief description of the activities proposed for peu,nitting:
4. What is the status of the following associated peunits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection System (Q >
200 000 GPM
Dam Safety
Erosion & Sedimentation
Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer System
Stounwater Management Plan
Other:
✓ For any of the peunits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project, please provide documentation of peu,uit approval or final certification. Note: This application may be
considered incomplete, or the resulting peu,uit may be issued conditionally if a pending issuance of any of the related
peunits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing infounation
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non -
conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)(10). Provide the location in application package where this documentation is
located: ; or explain why this item is N/A. Project scope does not include either new construction for/or expansion to a WWTP
or non -conjunctive utilization site.
6. Does this project utilize public monies or lands? ❑ Yes or X❑ No
✓ If yes, was an Environmental Assessment required under 15A NCAC O1 C?
Yes ❑ No
Include one of the following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
- Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ❑ Yes or ❑X 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 he in compliance with 15A NCAC 02U .0106):
1,
Chris Kennedy
Town Manager
(signing authority name — PLEASE PRINT)
attest that this application for Chatham Park Section 7.1 Phase 1
(facility name)
(title)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
condition of this permit he 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 0211 .0105. Note:
In accordance with NC General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 asell as civil penalties up to $25,000 per violation.
Signature:
Date: 111EZIz I
FORM: RWPI 06_16 Page 3 of 3

DocuSign Envelope ID: A6DAB4A1-FC8C-4A1 F-AB30-5DF3AD63CFC0
DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
Division of Water Resources INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — This application is for projects involving the construction of reclaimed water distribution lines that will supply reclaimed
water for conjunctive use activities. Unless otherwise noted, the Applicant shall submit one original and two copies of
the application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Infounation (FORM: RWPI) four.
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) four. Please
do not make any unauthorized content changes to this foul'. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The system name in Item IL 1. shall be consistent with the user name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 5 of this foul' shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® The Applicant's Certification on Page 5 of this four shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
B. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall demonstrate that they are the owner of the
property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a
combination of):
❑ Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
® An easement specifically indicating the intended use of the property and meeting the requirements of 15A NCAC 02L
.0107(f), (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: A6DAB4A1-FC8C-4A1 F-AB30-5DF3AD63CFC0
C. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0201(c)(1) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following
items:
Table of contents.
A general location map with at least two geographic references and a vicinity map.
Plan and profile views of all pump stations and reclaimed water line extensions as well as the proximity of the reclaimed
water line extensions to other utilities and natural features.
Depict minimum separation distances required by 15A NCAC 02U .0403(h), (i), and 15A NCAC 02T .0305).
Minimum cover in accordance with 15A NCAC 02T .0305(g)(4).
Location and details of all pump stations.
All labeling and color coding requirements per 15A NCAC 02U .0403.
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
D. Specifications (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the specifications shall include the following items:
® Specifications for standard equipment may be omitted for municipalities with approved standard specifications. Use of
standard specifications must be noted on each page of the plans.
® Table of contents with each section/page numbered.
® Detailed specifications for each reclaimed water line and pump station (as applicable).
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels)
® All labeling and color coding requirements per 15A NCAC 02U .0403.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
E. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the calculations shall include the following items:
® Provide justification for the required pipe capacity, and details for how pipe sizes were deter tined.
® 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 infounation including pump curves, manufacturer's infoiniation, 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 deteu,nined.
❑ For connection to a force main, submit an evaluation of the existing force main based on peak flows to the proposed project
and peak flows already tributary to the existing force main.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DocuSign Envelope ID: A6DAB4A1-FC8C-4A1 F-AB30-5DF3AD63CFC0
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — DISTRIBUTION LINES
FORM: RWDL 06-16
I. CONTACT INFORMATION:
1. Applicant's name: Town of Pittsboro
Mailing address: P.O. Box 759
City: Pittsboro State: NC Zip: 27312-
Telephone number: [phone] Email Address: [e-mail]
2. Signature authority's name: Chris Kennedy (per 15A NCAC 02T .0106) Title: Town Manager
3. Consulting Engineer's name: Nicholas J. Antrilli
License Number: 38549 Fiuu: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Telephone number: [phone] Email Address: [e-mail]
II. DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name (name of subdivision, shopping center, etc.): Section 7.1 Subdivision Phase 1
2. Project county: Chatham
3. USGS map name: Pittsboro
4. Owner of reclaimed water generating facility: Old North State Water Company, LLC
5. Permit number of reclaimed water generating facility: WQ0039375
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: N/A
8. Pipe diameter for for reclaimed water line immediately upstream: N/A
9. Specify the proposed destination of the reclaimed water: Future Residential Development
10. Capacity of proposed distribution system: 300,000 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 infoilation on the proposed distribution lines:
Diameter (inches)
Length
(linear feet)
Pipe Material
High Elevation
(ft)
Discharge Elevation
(ft)
4
2,577
PVC
510
510
2. Station location of air release valves: Grant Drive Sta. 32+35
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: A6DAB4A1-FC8C-4A1 F-AB30-5DF3AD63CFC0
III. DISTRIBUTION LINE DESIGN INFORMATION (Continued)
3. Complete the table below by providing the location of each design criteria in the specification and/or plans in accordance with
15A NCAC 02U .0403. Items that are not applicable shall be marked N/A.
Design Criteria
Page Number in Plans
Page Number in Specifications
Labeling on reclaimed water piping, valves, storage
facilities, and outlets
4.0 4.2 & 8.01
8.03
5
Color coding on reclaimed water piping, valves, etc.
N/A
12
Method of securing valves and outlet for operation by
authorized personnel only
0.1
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
distribution system
Reclaimed Water
Storage 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 — inteunittent and perennial,
perennial waterbodies, and wetlands) classified as SA
100
N/A
50
N/A
Surface waters (streams — inteunittent and perennial,
perennial waterbodies, and wetlands) classified as SA
25
N/A
50
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: N/A
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: A6DAB4A1-FC8C-4A1 F-AB30-5DF3AD63CFC0
V. SEPARATION DISTANCES
1. Provide the actual minimum separation distance (in feet) from the reclaimed water distribution system to each item listed in
accordance with 15A NCAC 02U .0403(h), (i), and (j):
Separation Parameter
Horizontal
Vertical
Required
Actual
Required
Actual
Any water line (feet)
10
10
1.5
1.5
Any well
50
N/A
N/A
Sewer lines (reclaimed over sewer)
2
2
1.5
1.5
Final earth grade
N/A
3
4
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 infoination regarding the reclaimed water pump station(s)
Pump Station Design
Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or y 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 alaun
3. What is the 100-year flood elevation?
(ft)
4. Precautions to be taken to protect the pump station from flooding:
(ft)
FORM: RWDL 06-16
Page 3 of 5

DocuSign Envelope ID: A6DAB4A1-FC8C-4A1 F-AB30-5DF3AD63CFC0
VII.STORAGE TANK INFORMATION
IF MORE THAN ONE STORAGE TANK, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water storage tanks proposed as part of the distribution system? ❑ Yes or ® No
✓ If no, then skip the remaining items in Section VII.
2. Complete the table below by providing the required infounation regarding the reclaimed water storage tank(s)
Storage Tank Design
Plan Sheet
Number
Specification
Page Number
Type of storage tank
Select
Internal dimensions (L x W x H or y x H)
ft
ft
ft
Storage Volume
gallons
Inlet Elevation
ft
Outlet Elevation
ft
High water elevation
ft
Audible/Visual high water alaiiu
3. What measures will be taken to reduce the risk of overflow?
FORM: RWDL 06-16 Page 4 of 5

Doi:uSign Envelope ID: A6DA84A1-FC8C-4A1F-AB30-6DF3AD53CFCO
Professional Engineer's Certification:
1 Nicholas J. Antrilli, PE
, attest that this application for Chatham Park Section 7.1 Phase 1
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. 1 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 1 have reviewed this material and
have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68,
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:
oaa4aoaoaaaeao.
000 ^`N C A ii10 ffpa
oanuo�oov / 00
+
SEAL. E
4 4
G G P
a—rracuskpneney: i 0 38549
c
a
N1AhdsS. e
N.-05F54002A81E43n... %• p'C t °000nov°, ,t)",4�
�Ao°aeooa aW417'
1/24/2021
Applicant's Certification (signing authority must be in compliance with 15A NCAC: 02`i' .0106):
o° v
a V o
1, CH e1 S F �s �W !" Cee_
(signing authority na e — PLEASE PRINT) (title)
attest that this application for R P Stwo
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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. 1 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 143-215.6t3, 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 S 10,000 as well as civil penalties
up to $25,000 pery{olation.
Signature:
i:ORM: RWDL 06-16
Date: YiZZ/24
Page 5 of 5

1761
1015
FILED
CHATHAM COUNTY NC
TREVA B. SEAGROVES
REGISTER OF DEEDS
FILED Sep 18, 2014
AT 02:57:26 pm
BOOK 01761
START PAGE 1015
END PAGE 1022
., 6 INSTRUMENT # 09147
BOOK 17 1 P4OE 1 O 15 EXCISE TAX (None)
AN ORDINANCE TO EXTEND THE CORPORATE LIMITS
OF THE TOWN OF PITTSBORO, NORTH CAROLINA
Excise{Transfer Tax Stamps: N/A
Dated: September 11, 2014
By and Between:
BRIEF DESCRIPTION: N/A
TAX IDENTIFICATION NUMBER: N/A
Prepared By:
Paul S. Messick, Jr., Gunn & Messick, LLP
P.D. Box 880, Pittsboro, NC 27312
Return to:
Town of Pittsboro
P.U. Box 759, Pittsboro, NC 27312

1761
1016
A-2014-01
CERTIFIED COPY
This is 4 true copy of a portion of
the minutes of the Town of Pittsboro
Board o C.mmission/rs meetin
held o • 4 • —7 ,■,Y .. ■
AN ORDINANCE TO EXTEND THE CORPORATE LIM 3► 4 e F. l...loyd, CMC '
OF THE TOWN OF PITTSBORO, NORTH CARt5101,4af Pittsboro. North Carolina
`tc wn Clerk
Hof 17 tJ 1 AGE 1 O 16
Whereas, the Board of Commissioners has been petitioned by Chatham Park, LLC under
G.S.164A 31, as amended, to annex the area described herein: and
Whereas, the Board of Commissioners has by resolution directed the Town Clerk to
investigate the sufficiency of said petition; and
Whereas, the Town Clerk has certified the sufficiency of said petition and a public
hearing on the question of this annexation was held at Town Hall, Pittsboro, North Carolina at
7:00 o'clock pm on the 25th day of August, 2014, after due notice by publication of legal
advertisement on the 14th day and the 21.a day of August, 2014, and
Whereas, the Board of Commissioners does hereby find as a fact that said petition meets
the requirements of G. S, 160A-31, as amended;
Now, Therefore Be It Ordained by the Board of Commissioners of the Town of Pittsboro,
North Carolina;
Section 1. By virtue of the authority granted by G.S. 16OA-31, as amended, the
following described territory is hereby annexed and incorporated as part of the Town of Pittsboro
as of the 8a' day of September, 2013.
(See Attached — Schedule A, attached hereto and incorporated herein by reference.)
Section 2. Upon and after the 8th day of September, 2014, the above describe territory
and its citizens and property shall be subject to all debts, laws, ordinances and regulations in
force in the Town of Pittsboro, and shall be entitled to the same privileges and benefits as other
parts of the Town of Pittsboro. Said territory shall be subject to the municipal taxes according to
GS 160A-31 (c), as amended.
Section 3. The Clerk of the Town of Pittsboro shall cause to be recorded in the office of
the Register of Deeds of Chatham County, and in the office of the Secretary of State at Raleigh,
North Carolina, an accurate map of the annexed territory, described in Section 1 hereof, together
with a duly certified copy of this ordinance.
1

1761
1017
BOOK 17 61 PAGE i O 17
A-2014-01
Adopted the 8th day of September, 2014.
TOWN OF P
By:
Mayor
ORO
CERTIFIED COPY
This is a true copy of a portion of
the minutes of the Town of Pittsboro
Board of ,. mmissioners meting
.. • ;
ce F. Lloyd, M
•
Town of Pittsboro, North arolina
Town Clerk

1761
1018
BOOK 17 61 P40E M S
Attachment
Schedule A
CERTIFIED COPY
This is a true copy of a portion of
the minutes of the Town of Pittsboro
Board of Cmissionrs meetin
heron
if- Or
Alice F. Lloyd, CM
Town of Pittsboro, North Carolina
Town Clerk

1761
1019
r
BOOK I7biPAGE1019
CHATHAM PARK INVESTORS, LLC
ANNEXATION OF A PORTION OF TRACT 3
COMMENCING AT AN EXISTING RIGHT-OF-WAY MONUMENT ON THE
EASTERN RIGHT -OF --WAY OF SUTTLES ROAD (SR1809). HAVING N.C. GRID
COORDINATES (NAD 83/2011) IN FEET OF N=725,885.845 AND E=1,952,893.611;
SAID RIGHT-OF-WAY MONUMENT BEING THE SOUTHWEST CORNER OF
TRACT 1 OF THE CHATHAM PARK INVESTORS, LLC PROPERTY AS
RECORDED IN PLAT BOOK 2014, PAGE IN THE OFFICE OF THE
CHATHAM COUNTY REGISTER OF DEEDS. THENCE NORTH 27 DEGREES 11
MINUTES 00 SECONDS 'WEST FORA DISTANCE OF 3,558.19 FEET TO A POINT
ON THE COMMON LINE OF TRACTS 1 AND 3 AS SHOWN ON THE ABOVE
REFERENCED PLAT. SAID POINT BEING THE POINT AND PLACE OF
BEGINNING OF THIS ADDITIONAL AREA TO BE ANNEXED. THENCE SOUTH
00 DEGREES 00 MINUTES 03 SECONDS EAST FOR A DISTANCE OF 520.93
FEET TO A POINT. THENCE AROUND A CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.27 FEET, AND A CHORD
BEARING AND DISTANCE OF SOUTH 44 DEGREES 59 MINUTES 57 SECONDS
WEST FOR 35.36 FFFT TO A POINT. THENCE SOUTH 89 DEGREES 59
DES 57 SECONDS WEST FOR A DISTANCE OF 45.29 FEET TO A POINT.
THENCE AROUND A CURVE RIGHT HAVING A RADIUS OF 227.50 FEET, AN
ARC LENGTH OF 192.42 FEET, AND A CHORD BEARING AND DISTANCE OF
NORTH 21 DEGREES 35 MINUTES 14 SECONDS WEST FOR 186.73 FEET TO A
POINT. THENCE NORTH 02 DEGREES 38 MINUTES 34 SECONDS EAST FOR A
DISTANCE OF 177.10 FEET TO A POINT. THENCE NORTH 36 DEGREES 05
MINUTES 35 SECONDS EAST FOR A DISTANCE OF 97.00 FEET TO A POINT.
THENCE AROUND A CURVE TO THE LEFT HAVING A RADIUS OF 1017.46
FEET, AN ARC LENGTH OF 138.38 FEET, AND A CHORD BEARING AND
DISTANCE OF NORTH 32 DEGREES 11 MINUTES 49 SECONDS EAST FOR
138.27 FEET TO THE POINT AND PLACE OF BEGINNING. THIS PROPERTY
CONTAINS 56,527 SQUARE FEET IN AREA (1.298 ACRES) AND REFERENCE IS
HEREBY MADE TO AN ANNEXATION PLAT PREPARED BY COOPER AND
ASSOCIATES SURVEYORS, F.A. DATED JULY 08, 2014.
CERTIFIED COPY
This is a true copy of a portion of
the minutes of the Town of Pittsboro
Board of C m $ions meeting
heJ
Alice F. Uoyd, CrMC
Town of Pittsboro, North Carolina
Town Clerk

1761
1020
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A[maAur. pm. sem

1761
1021
Bann 17 6 ! 46E1021
'This map is not a certified survey and
has not been reviewed by a local
government agency for compliance with
any applicable land development
regulations."

1761
10
22
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CERTIFIED COPY'"'"''"
} This i3
A PORTION OF TRACT She min
CHATHAM PARK Board
ONYr[R cHAD" t MAIL aw"'ei LCC held on
0.101)91110t RAT
•r oMq OR& P.t2E.fir W40
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true copy o1 c punlon of
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A ce F. Lloyd, CMC
Town of Pittsboro, North Carolina
Town Clerk

Type Of Instrument:
Prepared By:
Mail To/Hold For:
BK 1809 PG 0167
FILED
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED Jul 28, 2015
AT 10:23:39 am
BOOK 01809
START PAGE 0167
END PAGE 0171
INSTRUMENT # 07090
EXCISE TAX $8,455.00
Special Warranty Deed
Kenneth L. Eagle, 2235 Gateway Access Point, Suite 201, Raleigh, NC 27607
Kenneth L. Eagle, 2235 Gateway Access Point, Suite 201, Raleigh, NC 27607
The real property conveyed by this Deed does not include the primary residence of the Grantor
Excise Tax $8,455.00 Tax Parcel Numbers: 60745; out of 7101; 7099;
80309; 80308; 83663
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED is made this 27th day of July, 2015, by and between:
GRANTOR: Chatham Park Investors LLC
Address: 100 Matrix Drive, Box 8000, Cary, NC 27513
GRANTEE: Chatham Development One Inc.
Address: 100 Matrix Drive, l3ox 8000, Cary, NC 27513
(The designation of Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns, and shall include the
singular, plural, masculine, feminine or neuter as required by the context.)
WITNESSETH:
THE GRANTOR, for a valuable consideration paid by the Grantee, the sufficiency and receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the Grantee, in fee simple, all that certain real property, tying and being
in Chatham County, North Carolina, and being more particularly described as follows (referred to herein as the "Property"):
SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED BY REFERENCE
The Property was acquired by Grantor by instruments recorded in the office of the Chatham County, North Carolina Register of
Deeds in Book 1567, Page 800, Book 1651, Page 843, Book 1651, Page 852, and Book 1791, Page 546.
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to the Grantee in fee simple.
AND THE GRANTOR covenants with the Grantee that Grantor has done nothing to impair such title to the Property as Grantor
received, and Grantor will warrant and defend such title against the lawful claims of all persons claiming by, under or through Grantor,
except for the exceptions described on Exhibit B attached hereto and incorporated by reference.

BBC 1809 PG 0168
Special Warranty Deed
Page 2
IN WITNESS WHEREOF, the Grantor has caused this Deed to be executed in its company name by its duly authorized Manager,
the day and year first above -written.
CHATHAM PARK INVESTORS LLC
By: Ref
Name:
Title: Manager
North Carolina, Wake County
1 certify that the following person personally appeared before me this day and acknowledged to me that he executed the foregoing
document on behalf of Chatham Park investors LLC in the capacity indicated: Tc w.a " +y R 5 i,. , * k
Date: 3 to I Y i a© is -
(affix seal or stamp here)
*1Ist►rotlt►u+t'
16„,..„„ste ,
Notary Public
Printed/Typed Name: Key, Kei- • L
My Commission Expires: fi y . / d, 2 v Z t

BBC 1809 PG 0169
Special Warranty Deed
Page 3
EXHIBIT A
PROPERTY DESCRIPTION
Lying and being in Center Township, Chatham County, North Carolina, and being more particularly described as
follows:
Beginning at an iron pipe set on the southern margin of the right of way of Russett Run Road (North Carolina
Secondary Road 1658) located North 26 degrees 03 minutes 43 seconds East I4268.35 feet from N.C.G.S. Survey Monument
"Adrn.in", said Monument having NC grid coordinates NAD 83 (2011) ofN=717,17190 and E=1,945,477.51, then from said
Beginning point running with the southern margin of the right of way of Russett Run Road the following three (3) lines:
(1) North 79 degrees 59 minutes 27 seconds East 122.91 feet to an iron pipe set;
(2) North 79 degrees 59 minutes 27 seconds Fast 85.72 feet to an iron pipe found; and
(3) along a curve to the right having a radius of 531.40 feet, an arc length of 167.18 feet, and a chord bearing and
distance of North 89 degrees 00 minutes 13 seconds East 166.49 feet to an iron pipe found;
then leaving the right of way of Russett Run Road and running the following thirteen (13) lines:
(1) South 19 degrees 02 minutes 26 seconds West 32.23 feet to an iron pipe found;
(2) South 89 degrees 31 minutes 29 seconds Fast 43.80 feet to an iron pipe found;
(3) South 75 degrees 09 minutes 47 seconds East 38.12 feet to an iron pipe found;
(4) South 42 degrees 38 minutes 36 seconds East 61.19 feet to an iron pipe found;
(5) South 19 degrees 27 minutes 04 seconds East 124.20 feet to an iron pipe found;
(6) South 67 degrees 12 minutes 49 seconds West 62.44 feet to an iron pipe found;
(7) South 20 degrees 37 minutes 39 seconds West 598.01 feet to an iron pipe found;
(8) North 89 degrees 57 minutes 21 seconds East 57.41 feet to an iron pipe set;
(9) South 00 degrees 48 minutes 21 seconds East 325.16 feet to an iron pipe set;
(10) South 26 degrees 03 minutes 56 seconds West 509.13 feet to an iron pipe set;
(11) South 3 l degrees 36 minutes 52 seconds West 500.98 feet to an iron pipe set;
(12) South 27 degrees 57 minutes 08 seconds West 314.53 feet to an iron pipe set; and
(13) South 51 degrees 11 minutes 12 seconds West 230.72 feet to an iron pipe set on the eastern margin of the right
of way of Suttles Road (North Carolina Secondary Road 1809);
then with the eastern margin of the right of way of Suttles Road, the following eleven (1 1) lines:
(1) North 26 degrees 28 minutes 21 seconds West 152.61 feet to an iron pipe set;
(2) along a curve to the left having a radius of 1,091.66 feet, an arc length of 462.69 feet, and a chord bearing and
distance of North 38 degrees 36 minutes 52 seconds West 459.23 feet to an right of way monument found;
(3) along a curve to the right having a radius of 727.50 feet, an arc length of 237.84 feet, and a chord bearing and
distance of North 41 degrees 23 minutes 27 seconds West 236.78 feet to an iron pipe set;
(4) along a curve to the right having a radius of 727.50 feet, an arc length of 164.06 feet, and a chord bearing and
distance of North 25 degrees 33 minutes 51 seconds West, 163.72 feet to an iron pipe set;
(5) along a curve to the right having a radius of 727.50 feet, an arc length of 276.39 feet, and a chord bearing and
distance of North 08 degrees 13 minutes 12 seconds West 274,73 feet to a right of way monument found;
(6) North 02 degrees 39 minutes 49 seconds East 195.90 feet to a right of way monument found;
(7) along a curve to the right having a radius of 437.46 feet, an arc length of 0.69 feet, and a chord bearing and
distance of North 02 degrees, 42 minutes 33 seconds East 0.69 feet to an iron pipe set;
(8) along a curve to the right having a radius of 437.46 feet, an arc length of 254.71 feet, and a chord bearing and
distance of North 19 degrees 26 minutes 03 seconds East 251.12 feet to a right of way monument found;
(9) North 36 degrees 06 minutes 50 seconds East 41.80 feet to an iron pipe set;
(10) North 36 degrees 06 minutes 50 seconds East 73.99 feet to a right of way monument found; and
(11) along a curve to the left having a radius of 517.46 feet, an arc length of 239.23 feet, and a chord bearing and
distance of North 22 degrees 52 minutes 11 seconds East 237.11 feet to an iron pipe set;

BK 1809 PG 0170
Special Warranty Deed
Page 4
then leaving the right of way of Suttles Road and running the following two (2) lines:
(1) North 64 degrees 42 minutes 26 seconds East 73.38 feet to an iron pipe set; and
(2) North 39 degrees 38 minutes 41 seconds West 90.63 feet to an iron pipe set on the eastern margin of the right of
way of Suttles Road;
then running with the eastern margin of the right of way of Suttles Road, the following three (3) lines:
(1) North 02 degrees 39 minutes 51 seconds East 96.23 feet to an iron pipe found;
(2) North 02 degrees 39 minutes 51 seconds East 71.68 feet to an iron pipe found; and
(3) North 02 degrees 39 minutes 51 seconds East 82,09 feet to an iron pipe found at or near the intersection of Suttles
Road with Russets Run Road;
then running along a line as the right of way of Suttles Road becomes the right of way of Russett Run Road, North 38 degrees
04 minutes 27 seconds East 35.25 feet to an iron pipe found on the southern margin of the right of way of Russett Run Road;
then running with the southern margin of the right of way of Russett Run Road, the following seven (7) lines:
(1) North 80 degrees 03 minutes 40 seconds East 133.55 feet to an iron pipe set;
(2) North 49 degrees 20 minutes 07 seconds East 48.17 feet to an iron pipe found;
(3) North 83 degrees 37 minutes 12 seconds East 140.18 feet to an iron pipe found;
(4) North 79 degrees 22 minutes 50 seconds East 72.09 feet to an iron pipe set;
(5) North 79 degrees 22 minutes 50 seconds East 345.48 feet to an iron pipe found;
(6) North 79 degrees 40 minutes 22 seconds East 84.67 feet to an iron pipe found; and
(7) North 89 degrees 06 minutes 02 seconds East 19.96 feet to the point of Beginning,
containing 56.361 acres, more or less, and being described on a may by James S. Armstrong, Professional Land Surveyor,
of Withers & Ravenel entitled "Subdivision Map, A Portion Of Chatham Park Planned Development District, Owner:
Chatham Park Investors LLC", dated December 30, 2014 (CAD File No. BD_14I63).

BK 1809 PG 0171
Special Warranty Deed
Page 5
EXHIBIT B
TO
SPECIAL WARRANTY DEED
TITLE EXCEPTIONS
1. Ad valorem property taxes for 2015 and subsequent years.
2. All rights of way, easements, restrictions, and other matters of record in the Chatham County, North Carolina
Registry that affect the Property.

BK 01963 PG 0998
FILED ELECTRONICALLY
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED Dec 20, 2017
AT 08:37:02 AM
BOOK 01963
START PAGE 0998
END PAGE 1002
INSTRUMENT # 14179
EXCISE TAX $0.00
Type Of Instrument: Special Warranty Deed
Prepared By & Mail To: Kenneth L. Eagle, 2235 Gateway Access Point, Suite 201, Raleigh, NC 27607
The real property conveyed by this Deed does not include the primary residence of the Grantor.
The preparer of this Deed gives no opinion regarding title to the real property conveyed by this Deed.
Excise Tax $0 Tax Parcel Nos. 75037, 7146, and 75038
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED is made this 19th day of December, 2017, by and between:
GRANTOR: Chatham Park Investors LLC,
a North Carolina limited liability company
Address: 100 Weston Estates Way, Cary, NC 27513
GRANTEE: 15-501 East LLC,
a North Carolina limited liability company
Address: P. O. Box 3557, Cary, NC 27519
(The designation of Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns, and shall include the
singular, plural, masculine, feminine or neuter as required by the context.)
W1TNFSSETH: THE GRANTOR, for a valuable consideration paid by the Grantee, the sufficiency and receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee, in fee simple, that certain real property,
lying and being in Chatham County, North Carolina, and being more particularly described as follows (referred to herein as the "Property"):
SEE .EXHIBIT A ATTACHED HERETO AND INCORPORATED BY REFERENCE
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to the Grantee in fee simple.
The Property was acquired by the Grantor by the following Deed recorded in the office of the Register of Deeds for Chatham
County, North Carolina: Book 1875, Page 47.
AND TH-tE GRANTOR covenants with the Grantee that Grantor has done nothing to impair such title to the Property as Grantor
received, and Grantor will warrant and defend such title against the lawful claims of all persons claiming by, under or through Grantor,
subject to the following exceptions (all recording references are to the office of the Register of Deeds for Chatham County, NC.)
1. Ad valorem property taxes on the Property for 20 € 8 and subsequent years.
2. Matters affecting the Property shown on a plat recorded in Plat Slide 2007-489.
3. Easements/rights of way to Carolina Power and Light Company recorded in Book 384, Page 868 and Book 369, Page 250.
4. Access and Utility Easement described in deed recorded in Book 1375, Page 559.
5. All other rights of way, easements, and other matters of record in the office of the Register of Deeds for Chatham County, North
Carolina that affect the Property.
submitted electronically by "Norris, Russell, Eagle & Morley, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Chatham County Register of Deeds.

BK 01963 PG 0999
Special Warranty Deed
Page 2
IN WITNESS WHEREOF, Grantor has caused this Deed to be executed in its company narne by its duty authorized Manager,
the day and year first above -written.
CHATHAM PARK NVESTORS LLC
I3y:
Name II_
Title: Manager
North Carolina, Wake County
I certify that the following person personally appeared before me this day and acknowledged tome that he executed the foregoing
document on behalf of Chatham Park Investors LI..0 in the capacity indicated. ! t .a f Y R +rs, q
Date: December L
(affix seat or stamp here)
2017
L
Notary Public ;,
Printed/Typed Name: - - e- L 6,
My Cor#mission Expires: !y____..___.._—D_.'..._..__... _... ___..........._.

BK 01963 PG 1000
Special Warranty Deed
Page 3
EXHIBIT A
TO
GENERAL WARRANTY DEED
PROPERTY DESCRIPTION
LYING AND BEING in Center Township, Chatham County, North Carolina, and being more particularly described as
follows in accordance with a survey by ,lames S. Armstrong, Professional Land Surveyor, of Withers & Ravenel, entitled
"Boundary Map Of Calvin A. Mellott Tracts", dated March 31, 2016, and revised and sealed on June 6, 2016, and being
identified with CAD FILE: BD 16051 (the "Survey"). All recording references herein are to the office of the Register of
Deeds for Chatham County, North Carolina.
TRACT I (CHATHAM COUNTY TAX PARCEL 75037):
BEGINNING at a rebar found at the southwest corner of Tract III described herein, said rebar being on a common line of
Tract III described herein and the eastern boundary line of property conveyed to Chatham Park Investors LLC by deed
recorded in Book 1567, Page 800 (see Plat Slide 2002-407 and Plat Slide 2014-254), and also being a common corner with
other property conveyed to Chatham Park Investors LLC by deed recorded in Book 1567, Page 800 (see Plat Slide 2001-223),
said rebar having North Carolina Grid Coordinates NAD 83 (2011) NAVD 88 ofN-726,214.63 and E1,953,510.05), and
said rebar being located North 04 degrees 54 minutes 47 seconds West 9456.82 feet (CGRI:D) from N.C.G.S. "Gunter", which
has North Carolina Grid Coordinates NAD 83 (2011) NAVD 88 of N-716,792.56 and E = 1,954,319.99, then North 88
degrees 15 minutes 42 seconds East 900.36 feet to the POINT OF BEGINNING, said point being a common corner with the
southeast corner of Tract II described herein;
then with the eastern boundary line of Tract II described herein, North 02 degrees 37 minutes 04 seconds East 2527.83 feet
to a point at the northeast corner of Tract II described herein; then with the northern boundary line of Tract II described
herein, South 88 degrees 37 minutes 04 seconds West 900.00 feet to a point in the eastern boundary line of property conveyed
to Chatham Park Investors LLC by deed recorded in Book 1587, Page 800 (see Plat Slide 2002-4(37 and Plat Slide 2014-254);
then with the eastern boundary line of said property of Chatham Park Investors LLC, North 02 degrees 37 minutes 00 seconds
East 54.30 feet to a point; then with the eastern boundary line of said property of Chatham Park Investors LLC and the
southern boundary lines of properties owned now or formerly by Ducka Kelly (see deed recorded in Book 762, Page 738),
Thomas M. Dalsimer and Diana J. Dalsimer (see deed recorded in Book 1759, Page 731 and Plat Slide 91-391), Charles Brian
Sinnmons and Lorene K. Simrnons (see deed recorded in Book 936, Page 114 and Plat Slide 91-391), William A. Routs and
wife, Patricia Routt (see deed recorded in Book 1026, Page 535), Susan Martel Turner (see deed recorded in Book 1302, Page
1022 and Plat Slide 2000-9), Warner F. Hyde and Raiford B. Hyde (see deed recorded in Book 1.447, Page 996 and Plat :Slide
2000-9), Robert Parks and Donna 13. Morris (see deed recorded in Book 1332, Page 408), and Thomas Stephen Kennedy (see
deed recorded in :Book 907, Page 304 and Plat Slide 2001-481), South 88 degrees 46 minutes 30 seconds East 3311.98 feet
to a 36" Oak Tree at the northeast corner of this Tract I and in the western boundary line of property conveyed to Chatham
Park Investors LLC by deed recorded in Book 1569, Page 1092 (see Plat Slide 2008-144); then with the western boundary
line of said property of Chatham Park Investors LLC, the following two (2) lines:
(1) South 03 degrees 15 minutes 25 seconds West 135.82 feet to an iron pipe found; and
(2) South 02 degrees 12 minutes 42 seconds West 2279.16 feet to an iron pipe found;
then with the northern boundary line of the property conveyed to Chatham Park investors LLC by deed recorded in Book
1567, Page 800 (see Plat Slide 2001-223 and Plat Slide 2008-144), South 88 degrees 15 minutes 42 seconds West 2434.87
feet to the POINT OF BEGINNING, and containing .138.351 acres according to the Survey.

BK 01963 PG 1001
Special Warranty Deed
Page 4
TRACT 1i11(CHATHAM COUNTY TAX PARCEL 7146);
BEGINNING at a rebar found at the southwest corner of Tract Ill described herein, said rebar being on a common line of
Tract III described herein and the eastern boundary line of property conveyed to Chatham Park Investors 1.1,C by deed
recorded in Book 1567, Page 800 (see Plat Slide 2002-407 and Plat Slide 2014-254), and also being a common corner with
other property conveyed to Chatham Park investors LLC by deed recorded in Book 1567, Page 800 (see Plat Slide 2001-223),
said rebar having North Carolina Grid Coordinates NAD 83 (2011) NAVD 88 ofN" 726,214.63 and E=1,953,510.05), and
said rebar being located North 04 degrees 54 minutes 47 seconds West 9456.82 feet (GRID) from N.C.G.S. "Gunter", which
has North Carolina Grid Coordinates NAD 83 (2011) NAVD 88 of N=716,792.56 and E — 1,954,31.9.99, then North 88
degrees 15 minutes 42 seconds East 437.01 feet to the POINT OF BEGINNING, said point being a comrnon corner with the
southeast corner of Tract Ill described herein;
then with the eastern boundary line of Tract Ill described herein, North 02 degrees 37 minutes 02 seconds East 656.42 feet
to an iron pipe found at the southeast corner of property conveyed to Rocky Crissman and wife, Janie C. Crissman by deed
recorded in Book 1499, Page 378 (see Plat Slide 2007-489); then with the eastern boundary line of said property of Crissman,
North 02 degrees 37 minutes 02 seconds East 499.94 feet (passing an iron pipe found at 300.02 feet) to an iron pipe found
at the northeast corner of said property of Crissman; then with the northern boundary line of said property of Crissman, South
88 degrees 12 minutes 27 seconds West 436.94 feet to an iron pipe found at the northwest corner of said property of Crissman,
said iron pipe being in the eastern boundary line of property conveyed to Chatham Park Investors I.,LC by deed recorded in
Book 1567, Page 800 (see Plat Slide 2002-407 and Plat Slide 2014-254); then with the eastern boundary line of said property
of Chatham Park Investors LLC, North 02 degrees 37 minutes 00 seconds East 1377.49 feet to a point in the western boundary
line of Tract I described herein; then with the western boundary fine of Tract 1 described herein, the following two (2) lines:
(1) North 88 degrees 37 minutes 04 seconds East 900.00 feet to a point; and
(2) South 02 degrees 37 minutes 04 seconds West 2527.83 feet to a point on the northern boundary line of the
property conveyed to Chatham Park Investors LLC by deed recorded in Book 1.567, Page 800 (see Pat Slide 2001-223);
then with the northern boundary line of said property of Chatham Park Investors I..LC, South 88 degrees 15 minutes 42
seconds West 463.35 feet to the POINT OF BEGINNING, and containing 40.589 acres according to the Survey,
TRACT III (CHATHAM COUNTY TAX PARCEL 75038):
BEGINNING at a rebar found at the southwest corner of this Tract III, said rebar being on a common line of this Tract 11I and
the eastern boundary line of property conveyed to Chatham Park investors LLC by deed recorded in Book 1567, Page 800
(see Plat Slide 2002-407 and .Plat Slide 2014-254), and also being a common corner with other property conveyed to Chatham
Park Investors LLC by deed recorded in Book 1567, Page 800 (see Plat Slide 2001-223), said rebar having North Carolina
Grid Coordinates NAD 83 (2011) NAVD 88 ofN=726,214.63 and E=1,953,510.05), and said rebar being located North. 04
degrees 54 minutes 47 seconds West 9456.82 feet (GRID) from N.C.G,S. "Gunter", which has North Carolina Grid
Coordinates NAD 83 (2011) NAVD 88 of N=716,792.56 and E 1,954,319.99,
then with said eastern boundary line of Chatham Park Investors LLC, North 02 degrees 37 minutes 00 seconds East 656.02
feet to an iron pipe found, a common corner with the southwest corner of property conveyed to Rocky Crissman and wife,
Janie C. Crissman by deed recorded in Book 1499, Page 378; then with the southern boundary line of Crissman, North 88
degrees 12 minutes 24 seconds East 437.05 feet to an iron pipe found, a cornrnon corner with the southeast conger of said
property of Crissman in the western boundary Hne of Tract 11 described herein; then with the western boundary line ofTract
II described herein, South 02 degrees 37 minutes 02 seconds West 656.42 feet to a point, the southeast corner of this Tract
III in the northern line of the foregoing described property conveyed to Chatham Park Investors LLC by deed recorded in
Book 1567, Page 800 (see Plat Slide 2001-223); then with the northern boundary line of Chatham Park Investors I.,LC. South
88 degrees 15 minutes 42 seconds West 437.0.1 feet to the point of Beginning, and containing 6.546 acres according to the
Survey.

BK 01963 PG 1002
NON -WARRANTY CONVEYANCE
Special Warranty Deed
Paige 5
Grantor also conveys to Grantee, without any warranties of title, any and all right, title, and interest that Grantor may own
in and to any portion of the property described in the following deeds that is not included in the foregoing descriptions of
Tract I, Tract 11, and Tract 1I1:
(1) Book 363, Page 33;
(2) Book 391, Page 57;
(3) Book 1375, Page 561; and
(4) Book 1862, Page 864,
less and except any prior conveyances by Grantor or previous owners of portions of those properties described in said deeds.
(end of page)

WithersRavenel
TECHNICAL SPECIFICATIONS
for the
Reclaimed Water Distribution System
to serve the
Chatham Park Section 7.1
Subdivision, Phase 1
Chatham County
January, 2021
024420 ILL
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l 'ZZ' Z1 JL'PHER toy.,
wsww
WR Project No. 02150098.62
115 MacKenan Drive I Cary, NC 27511
1 919.469.3340 It 919.467.6O08 1 wvnv.withcrsravcrci corn I Lrcense No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raiejh 1 Wilminrr0pn

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
that would inhibit maintenance operations shall be constructed. The written request waiver shall
Standard Specification for Reclaimed Water Distribution System 1 I Page

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 I 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 90°degree 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 I 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
every 3 feet or less.
Standard Specification for Reclaimed Water Distribution System 4 I Page

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.
C9O0 PVC PIPE SIZES
Nominal Pipe
Diameter
Pressure
Rating
Dimension
Ratio
Wall
Thickness
(inches)
Outside
Diameter
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.
Standard Specification for Reclaimed Water Distribution System 6 I Page

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 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-Y2 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-Y2 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.
Standard Specification for Reclaimed Water Distribution System 7 I Page

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 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 0-ring seals in which 2 0-
rings are located above the thrust collar and 1 0-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
Standard Specification for Reclaimed Water Distribution System 8 I Page

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 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.
Standard Specification for Reclaimed Water Distribution System 9 I Page

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 or telescopic 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.
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
Standard Specification for Reclaimed Water Distribution System 10 I Page

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, 0-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.
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 top coat. 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
Standard Specification for Reclaimed Water Distribution System 11 I Page

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.
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
Standard Specification for Reclaimed Water Distribution System 12 I Page

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 0-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
10
4
10
6
12
4
12
6
12
8
Standard Specification for Reclaimed Water Distribution System
13 I Page

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" 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
Standard Specification for Reclaimed Water Distribution System 14 I Page

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-Ibs. The
inside of meter box shall be labeled indicating, "CAUTION RECLAIMED WATER -DO NOT
DRINK" in lettering at least 1-Y2 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-Y2 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
TESTING AND INSPECTIONS
A. GENERAL
1. 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
Standard Specification for Reclaimed Water Distribution System 15 I Page

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 job site.
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.
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
Standard Specification for Reclaimed Water Distribution System
16 I Page

Maximum Leakage Allowed per
AWWA C605
Pipe Size
inches
Allowable Leakage at 200-psi
(Gal/Hour per 1000-ft of Pipe)
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
Standard Specification for Reclaimed Water Distribution System
17 I Page

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
16
6.22
12.44
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 water mains.
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 is
satisfactory.
Standard Specification for Reclaimed Water Distribution System 18 I Page

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 the Contractor.
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 main lines and services
have been successfully inspected, reclaimed service lines shall be locked at the
Standard Specification for Reclaimed Water Distribution System 19 I Page

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 20 I Page

McKIM&CREED
ENGINEERING TECHNICAL MEMORANDUM
TO: Kent Jackson, PE --. Town of Pittsboro
FROM:
Wes Hutchins, PE --m McKim & Creed
DATE: January 19, 2021
RE: Chatham Park Section 7.1 & Mellott Reclaim
Distribution System Potential Expansion Analysis
McKIM & CREED #: 01561-0008
•
f
Background & Purpose
McKi.rn and Creed received subdivision plans for three developments commonly referred to as Section
7.1, Mellott Phase 1, and Mellott Phase 2 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 Jor Reclaimed Water submitted. on February 11., 2019, approved and updated on June 17, 2019,
d.escr.ibed as Sections 5.1 and 5.4.
'The new Chatham Park Decentralized Water Resource Recovery Facility (DWRRF), currently under
construction east of the proposed development, will supply the reclaimed water for this area when
available. Currently, a 6-inch dry reclaimed water line was previously installed on Grant Drive to serve
future phases of development. The proposed Section 7.1 and Mellott developments will connect into this
6-inch line and a future 12-inch reclaimed distribution line along Chatham Park Way which originates at
the DWRRF through a proposed 4-inch reclaimed line to be installed in Grant Drive Extension. As the
12-inch connection line along Chatham Park Way does not yet exist, the proposed 4-inch line included
in this development will connect to the existing 6-inch line as a dry pipe and will be capped until the
connecting 1.2-inch is constructed.
The purpose of this memorandum is to report model -predicted hydraulic characteristics for this area's
reclaimed water system under future huildout conditions summarized in the June 17, 2019 update to the
North Village Utility Plan Update for Reclaimed Water.

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 2 of 15
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 7.1 & Mellott
Planned potable and reclaimed waterlines for the proposed developments are shown in the
WithersRavenel exhibit shown in Figure 1 & Figure 2 and attached as Appendix A. Reclaimed water
lines are shown in magenta. The design consists of approximately 5,300 total linear feet (LF) of 4-inch
pipe along the future Grant Drive Extension.

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 3 of 15
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Figure 1. Planned water lines for Section 7.1. A larger version of this exhibit, provided by WithersRavenel, can
be found in Appendix A.

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 4 of 15
uaY4i?iSL ���+ "ram
,
IS
"i : i' Lrd } w.
��.�J _
4r/1 i.
Ili 1.0
.
1.
:'1 �+ _ M N ; e�AF `
•..I.. r- .. J 7 w �� AM f -.:1 »i , ,.
6
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Figure 2. Planned water lines for Mellott Phase 1 & 2. 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. Lot counts for each development are listed below:
• Section 7.1 -154 Total Units
• Mellott (Phase 1 & 2) -196 Total Units
Model for Proposed Conditions
For the proposed design, the 4-inch main will not immediately serve any demands. The proposed Section
7.1 and Mellott developments will not include reclaimed water demands in the residential areas included
in this project. Future loading and reclaimed demands will be included in a separate evaluation.

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 5 of 15
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.
•
1
1
• .r•.
• OF.. 0•4.ei
smyeems
W ;ftw►r. I.
f 1 "we .. r 1 AV wort
4aw• 1•4i. •/
Fire
R.“
c1Wee r rwt. is4pr itir?kr Vpiller • lig d.ar4Wier!
rr,1 s tool nl 1 o Dow NI t ra►1K lin is VT le.r5ra
4.4111t1..a,�li
Figure 3 — Total demands (gpd) per model junction

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 6 of 15
1-
• w.
r.m.•NH
w•
•..•
CIL%TIIA0M P.ft RI<
NIA) ValleC
l an' I vq.tian
{
ir'sp.
rlimpimodEMAIkkoime Imo
•K
•
rleye. 'Paw H •— .
1.7•Z.Ir 7 %%•*01 •
�did�/rr.
r
•
Clan . • i N;7A► 'T 40► i�rli� � tr.r • R+. v. •-•• ' W..n
►4■ M
IRMO
•
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 7.1 Regional Center are not included in this evaluation as the current
development plan only includes residential areas for Section 7.1 and Mellott. As noted in Table 1 and
on the previous figures, no demands will be included in the residential lots in these two areas.

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 7 of 15
Table 1— Future 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 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 8 of 15
Table 2 — Reclaimed Water Model Evaluation Criteria
System Parameter
Evaluation Criteria
Value
Design Standard/Guideline
System Pressure
Min. during ADD or MDD
Min. during PHD
Recommended Max Pressure
40 psi
30 psi
125 psi
Town of Cary Water Distribution
Master Plan
NCAC T15A:18C.0405 (b)
Town of Cary Water Distribution
Master Plan
Piping Hydraulics
Max velocity during MDD
5 ft/sec
AWWA M32
Figure 55, 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 were kept below 5 ft/s throughout.
Figure 5 - Model -Predicted Minimum Junction Pressures

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 9 of 15
Figure 66, 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.
•
i
•
1
1,
("HA rHA%I P 1I X
a1 ;
L d 1 •._ Plan
ildk - rsil 7.;.40, Direr USW Rom Lpd/+ • raillda+i Wan
-
R..M.•4
• A
rw
■ •• will POP ..
• h•••OWr
• An. /ma
• ..•
■w.... wdr.,.
Y- I 410r/ .- w
07.r
Maftawr.
HAMma
si.•.a.a u.,:,..... r�...�. n1�� C3r!To
Figure 6 - Model -Predicted Maximum Junction Pressures

Engineering Technical Memorandum
Chatham Park Section 7.1 & Mellott Reclaim Distribution System Potential Expansion Analysis
January 19, 2021
Page 10 of 15
r
CHAYHHA M P A i{k
%nA V 1 1.1gc.
Lard tx..Plan
1\
�.�
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AinSplo4 war...ai let. lima_,.
LK.-I
.IS.
• •Ma -
.8
141110'1. "Raft
Figure 7 - Model -Predicted Maximum Pipe Velocities
Conclusions for Section 7.1 and Mellott Developments
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 the
Section 7.1 and Mellott developments, are sufficient to serve the proposed 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 AWWA M32
recommendations and NCAC T15A:18c.0405b requirements.

4444 McKIM&CREED
APPENDIX A
PROPOSED SECTION 7.1 & MELLOTT SITE LAYOUTS

TOWN OF PITTSBORO UTILITY NOTIFICATION NOTES:
1. THE OWNER/CONTRACTOR SHALL NOTIFY THE TOWN OF PITTSBORO AT LEAST.
HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. ONCE CONSTRUCTION HAS
BEGUN, AT LEAST. HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF
DISRUPTION TO THE TOWN'S SERVICES SUCH AS TAPPING WATER MAINS,
OPERATING VALVES, CLOSING STREETS, PLUGGING SEWERS, ETC.
2. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICEMAIL OR
EMAIL WILL NOT BE CONSIDERED PROPER NOTIFICATION UNLESS ADEQUATELY
RESPONDED TO BY A TOWN OF PRTSBORO REPRESENTATIVE.
3. THE OWNERICONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL
CUSTOMERS AFFECTED BY SERVICES INTERRUPTIONS. THE TOWN OF PRTSBORO
WILL NOT APPROVE SERVICE INTERRUPTIONS UNTIL PROOF THAT PROPER
CUSTOMER NOTIFICATION HAS BEEN PROVIDED.
4. EXISTING VALVES SHALL BE OPERATED ONLY WITH A REPRESENTATIVE OF THE
TOWN OF PITTSBORO PRESENT.
PIPE CORROSION POTENTIAL NOTES:
1. GEOTEGIES,INC. WAS REQUESTED TO PROVIDE THEIR OPINION OF THE
POTENTIALTIALFOR CORROSION OF DUCTILE IRON PIPE (DIP) INSTALLATIONS FOR THIS
PROJECT. PER THEIR REPORT DATED 03/20/17, THERE ARE NO CORROSIVE SOILS ON SITE.
UTILITY LINE SIZING NOTES:
1. WATERLINE SIZING BASED ON REPORT TIRED, TIRE FLOW AVAILABILITY REPORT FOR
PHASE 5.1 SUBDIVISION., PREPARED BY MCKIM 8 CREED, DATED APRIL 2019.
FIRE ACCESS NOTES:
1. FIRE ACCESS MUST BE PROVIDED DURING CONSTRUCTION PHASE.
2. NO BUILDING MATERIALS ARE TO BE PLACED/ STORED IN MANNER AS TO PREVENT
EMERGENCY VEHICLE ACCESS.
N/F
PRN TO III LLC.
DB.1 77 PG. 718
OT6
BM. 201 PG. 291-293
PIN.9 52-087.
EPDD
ELECTRICAL NOTE:
ELECTRICAL LAYOUT WILL BE PROVIDED AND DESIGNED BY DUKE ENERGY.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
TYPICAL LOT
SERVICE LOCATIONS
(SINGLE FAMILY)
WF
PRN00 PG.6.
DB.1 LO PO.669
OTS
B P. 2
IN. 95PG.291-296
PINZONE 160639
ZONE PDD
EXISTING B• GRANT DRIVE
(RECLAIMEDWATERLINE) (EXISTING 26' B-B W/97 RAN)
(FUTURE 71'B-B W/ 47' RAN)
PB 2015. PG.291-298
EXISTING IT
WATERLINE 8 BLOWOFF
EXISTING RECLAIMED
WATERLINE VALVE(3)
EXIST.6• PVC
(RECLAIMED WATERLINE)
TYPICAL LOT
SERVICE LOCATIONS
(RESIDENTIAL, TWO-FAMILY)
EXISTING8•
(RECLAIMED WATERLINE)
EXIST.. DIP
(WATERLINE)
EXISTING
15• RCP
N/F
CHATHAM DEVELOPMENT ONE INC.
DB. 1. PG.167
LOT 10
BM. 2015 PG. 291-298
PIN. 9752-165335
ZONE PDD
/
REMOVE EXISTING BOA
AND TIE TO EXISTING
1T DIP WATERLINE
IT6' REDUCER
(WATERLINE) 6•DIP
REMOVE EXISTING BOA AND
TIE TO EXISTING 6• PVC
RECLAIMED WATERLINE (1)
6• x a• RED.
6• PVC
(RECLAIMED WATERLINE)
WATERLINE
SCM #4
/ (WETLAND)
•
EXISTING 1T CPP
(TO BE REMOVED)
6•GATE
VALVE (TYP .)
60 LF STEEL CASING PIPE
SORE B JACK
N/F
CHATHAM PARK INVESTORS LLC
DB.1567 PG..
LOT
BM. 2015 PG. 291-298
PIN. 975M5565
ZONE PDD
APPROXIMATE LOCATION
OF 1T DIP FORCE MAIN
(BY OTHERS)
260 LF STEEL CASING ,
PIPE (BY OTHERS) 1-
% v
/ 6'GATE
VALVE
\ (TYP.)
HA
PERENNIAL
CHANNEL
30' 2 ' 1 50'
ttI
N/F
ABJ VENTURE TWO, LLC
DB. 1961 PG. 217
BM. 19 PG.6
PIN. 9752-29-2626
ZONE 0-1
6• PVC SCHEDULE
60SANITARY
SEWER SERVICE
(TYP. FOR PLL LOTS) 9 'x
\ \
n \ \
DIP
WATERLINE \
B XB TEE
(2)6 GV
\\ (1)6GV
N/F
MARY VALERIE BALLIT
GESUALDO A. COSTANZO, CO -TRUSTEES
DB. 721 PG..
BM. 96 PG.153
PIN. 9.00-2366
ZONE R-A2
EXISTING S' RAN, T NORTH AND
EAST OF PROPOERTY LINE
DB 361, PG. 312 I PB 13, PG.]
/ 6 DIP
ATERLINE
/9
41
0
6•X
(3)6•GV
— —
0
6•TEE -
— —
0
— — — —
00
— —
WATERLINE
— —
0
6'DIP
1
0
—
0
—
0
— —
0
— — —
0
IMAGINE
— —
0
— —
0
WAY
0
0
096
6•X
(
iF
6•TEE
)6 GV /.¢
rj
li
11.
61PVC SCHEDUL 40
SANITARY SEWER SERVICE
(TYP. FORALL LOTS)
PVC SCHEDULE.
SANITARY SEWER SERVICE
(TYP. FOR ALL LOTS)
�\ 37 (TYP. FOR
_ 38 O 0
6'X6•TEE i`'.,.� iri Pft0 PE TPLgCE ® 47
11 r V 10 9 �`I��
I6I4
6 O 11
� li maii y,. �\/
© © 0 I I \ (WATERLINE)
\ \
6•DIP
% / ) \\ \\ (WATERLINE)
6'OIP(WATERLINE) / / \ ) / FUTURE
/ AMENITY AREA
/
6• PVC
(RECLAIMED WATERLINE)
AIR RELEASE VALVE ASSY.
(RECLAIMED)
(TO BE LOCATED AT HIGHPOINT)
AIR RELEASE VALVE ASSY.
(TO BE LOCATED ATHIGHPOINT) \ /
/ / STORMWATER \ /
/ BYPASS /\
_ - SYSTEM /
1 1/2 - 2" WM service
for Amenity Center
CX6•TEE
3)6GV
\\A45 SF \\A\
6•DIP
(WATERLINE)
247\
10SF \
- 6' BLOW -OFF ASSEMBLY
TO BE INSTALLED WITH
PHASE
61 BLOW -OFF ASSEMBLY
(RECLAIMED)
TO BE INSTALLED WITH N/F
PHASE ROCKY CRISSMAN AND WIFE
JANIE C. CRISSMAN
DB. 1699 PG. 378 LOTS 132
NA 2007 PG. 089 PIN. 975237-7268
ZONE R-10
REVISED PER TOP 1ST 072720
REVIEW COMMENTS
2 REVISED PER TOP 2ND 08/2020
REVIEW COMMENTS

TOWN OF PITTSBORO UTILITY NOTIFICATION NOTES:
1. THE OWNER/CONTRACTOR SHALL NOTIFY THE TOWN OF PITTSBORO AT LEAST.
HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. ONCE CONSTRUCTION HAS
BEGUN, AT LEAST. HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF
DISRUPTION TO THE TOWN'S SERVICES SUCH AS TAPPING WATER MAINS,
OPERATING VALVES, CLOSING STREETS, PLUGGING SEWERS, ETC.
2. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICEMAIL OR
EMAIL WILL NOT BE CONSIDERED PROPER NOTIFICATION UNLESS ADEQUATELY
RESPONDED TO BY A TOWN OF PRTSBORO REPRESENTATIVE.
3. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL
CUSTOMERS AFFECTED BY SERVICES INTERRUPTIONS. THE TOWN OF PRTSBORO
WILL NOT APPROVE SERVICE INTERRUPTIONS UNTIL PROOF THAT PROPER
CUSTOMER NOTIFICATION HAS BEEN PROVIDED.
4. EXISTING VALVES SHALL BE OPERATED ONLY WITH A REPRESENTATIVE OF THE
TOWN OF PITTSBORO PRESENT.
8' DIP
WATERLINE
PUE _.
8•X IT TEE
(1)8'GV
(2) IT GV
N/F
ROCKY CRISSMAN AND WIFE
JANIE C. CRISSMAN
DB. 1499 PG. 378
LOTS 182
BM. 2007 PG..9
PIN. 975237-7288
o GRAPHIC
SCALE Soo
1 inch= 100 Ft
ELECTRICAL NOTE:
ELECTRICAL LAYOUT WILL BE PROVIDED AND DESIGNED BY DUKE ENERGY.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO
AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS.
#GATE VALVE
(TYP)
SCM #4
(WET POND/
FH
AIR RELEASE
VALVE
AIR RELEASE VALVE
(RECLAIMED)
DIP WATERLINE
Waterline Stub
JURISDICTIONAL STREAM
NOT SUBJECT TO BUFFERS
8'X IT TEE
(1)8'GV
(2) IT GV
RECLAIMED WATERLINE
8' DIP
WATERLINE
1T GATE VALVE
(TIP.)
1T DIP
/ / WATERLINE
8'X8/TEE
N/F
ROBERT PARKS and
DONNA B. MORRIS
DB. 1332 PG. 408
PIN. 9752597288
8' DIP
WATERLINE
4' PVCSCH 40
SANITARY SEWER SERVICE
(TYP. FOR ALL LOTS)
WATER METER
(TYP. FOR ALL LOTS)
IT BLOW -OFF
ASSEMBLY
#GATE VALVE
(TYP) 4' PVC RECLAIMED WATERLINE
# PVC RECLAIMED WATERLINE
N/F
CHATHAM PARK INVESTORS LLC.
TRACT
DB. 1875 PG..
PIN. 9752575218
TYPICAL LOT
SERVICE LOCATIONS
(SINGLE FAMILY)
SEWER
SERVICE',ATER METER
Planners I Surveyors
MELLOTT SUBDIVISION
OVERALL UTILITY PLAN
ob No.
02150048.62
Dace
Revision
PIPE CORROSION POTENTIAL NOTES:
1. GEOTECHNOLOGIES,INC. WAS REQUESTED TO PROVIDE THEIR OPINION OF THE
POTENTIAL FOR CORROSION OF DUCTILE IRON PIPE (DIP) INSTALLATIONS FOR THIS
PROJECT. PER THEIR REPORT DATED O3/20/17, THERE ARE NO CORROSIVE SOILS ON SITE.
UTILITY LINE SIZING NOTES:
1. WATERLINE SIZING BASED ON REPORT TITLED,/FIRE FLOW AVAILABILITY REPORT FOR
PHASE 5.1 SUBDIVISION', PREPARED BY MCKIM 8 CREED, DATED APRIL 2019.
FIRE ACCESS NOTES:
1. FIRE ACCESS MUST BE PROVIDED DURING CONSTRUCTION PHASE.
2. NO BUILDING MATERIALS ARE TO BE PLACED/ STORED IN MANNER AS TO PREVENT
EMERGENCY VEHICLE ACCESS.
N/F
SIMER THOM. M.
ETUX DIANA J.
)B 1759PG. 731
IN. 9752-091198
1' WATER METER
(TIP. FOR ALL LOTS)
N/F
CHARLES BRIAN
SIMMONS and LORENE K.
SIMMONS
DB. 936 PG. 114
PIN. 9752495198
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ N/F
WILLIAM A.ROUTT and / N/F
/ PATRICIA ROUTT SU54N MARTEL lI1RNER FIDEL
/ EMILIO CASTELLANO and /
DB. 1026 PO.535 N HERNANDEZ
PIN.9Z5259110Z / DB. 1302 PG. 1022
PIN. 97525952255 / PEREZ
DB. 1800 PO.320 /
/ / / PIN. 975259-7288 /
nnnn
4"PVC Sal
SANITARY SEWER SERVICE
(TYP. FOR ALL LOTS)
5.
// IIarPDE r ti E // H ?W
,E 1
I
g ss �
I 11 //
I /
// / 2 ' ` PSCSAE
1 / I I
/ /
I SCM #5' 1
78 / .(WET POND) //
I FHA 1T DIP WATERLINE / /
ASPHALT
I (5'SEPARATION FROM / GREENWAY /
/
PROP. STORM PIPES) /
N/F
ROCKY CRISSMAN AND WIFE
JANIE C. CRISSMAN
DB. 1499 PG. 378
LOT
BM. 2007 PG..9
PIN. 9752461083
# PVC RECLAIMED WATERLINE
/
/ N/F
/ THOMASSTEPHEN
KENNEDY
/ DB90Z
PO.30
PIN.9752597288
TYPICAL LOT
SERVICE LOCATIONS
(RESIDENTIAL, TWO-FAMILY)
SEWER
4SANITARY
M 1ER R ■ SERVICE
SEWER
SERVICE•WATER
METER
08n2,20
Drawn By
Dene e
Sheer No.
4.0
PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA

McKINI&CREED
APPENDIX B
PROPOSED CHATHAM PARK DEVELOPMENT
OVERALL RECLAIMED DEMAND LOADING

b-Map Doc\Demand_Loading_Final_MP.mxd
co
0008\North Village Master Plan Update June 20
CHATHANI'A
North Vitt�'e
Land Use/Plan
Legend
Chatham Park WRF
Total Demands (gpd)
90 - 2000
0 2000 - 10,000
Q 10,000 - 40,000
• 40,000 - 80,000
Tanks
C� Tanks
Pump Station
PRVs
Reclaimed Water Pipelines
Reclaimed Service Area
Reclaimed Service Area
Planned
Probable Expansion
Potential
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
111la Total
250,000
499,999
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRcan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)
OpenStreetMap contributors, and the GIS User Community
6/14/2019
Chatham Park North Village Utility Plan Update - Reclaimed Water
Irrigation and Reuse Demand Loading Totals by Junction
Chatham County, NC
1 inch = 2,000 feet
MCKIM&CREED

b-Map Doc\Demand_Loading_Final_MP.mxd
U
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co
0008\North Village Master Plan Update June 20
Legend
Demands
Demand Type
Residential Irrigation
• Open Space Irrigation
O Indoor Reuse
Commercial Irrigation
Athletic Field
▪ Chatham Park WRF
Tanks
C� Tanks
• Pump Station
PRVs
Reclaimed Water Pipelines
Reclaimed Service Area
Reclaimed Service Area
Planned
Probable Expansion
Potential
Mellot
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
111la Total
250,000
499,999
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)
OpenStreetMap contributors, and the GIS User Community
A Kt
6/14/2019
Chatham Park North Village Utility Plan Update - Reclaimed Water
Irrigation and Reuse Demand Loading by Type
Chatham County, NC
1 inch = 2,000 feet
MCKIM&CREED

MCKIM&C EED
APPENDIX C
PROPOSED CHATHAM PARK DEVELOPMENT
MODELED MINIMUM PRESSURES

S:11561100081North Village Master Plan Update June 20181Reclaim191 - GIS191b-Map DoclMin_Pressures.mxdMin_Pressures
CHATHAM PA
North Vitt � e
Land Use lan
NC NAD 83
(US FEET)
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong K
OpenStreetMap contributors, and the GIS User Community
Legend
Minimum Pressure (psi)
0 40 - 60
O 60-80
• >80
• Chatham Park WRF
Tanks
0 Elevated Storage
O Ground Storage
• Pump Station
• PRVs
Reclaimed Water Pipelines
Reclaimed Service Area
Reclaimed Service Area
Planned
Probable Expansion
Potential
6/14/2019
Chatham Park North Village Utility Plan Update - Reclaimed Water
Modeled Minimum Pressures
Chatham County, NC
1 inch = 2,000 feet
MCKIM&CREED

McKIM&CREED
APPENDIX D
PROPOSED CHATHAM PARK DEVELOPMENT
MODELED MAXIMUM PRESSURES

S:11561100081North Village Master Plan Update June 20181Reclaim191 - GIS191b-Map DoclMax Pressures.mxdMax Pressures
CHATHAM PA
North Vitt �� �e
Land Use
1h.
NIP
NC NAD 83
(US FEET)
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong K
OpenStreetMap contributors, and the GIS User Community
Legend
Maximum Pressure (psi)
o <100
O 100 - 125
• >125
• Chatham Park WRF
Tanks
O Ground Storage
• Pump Station
• PRVs
Reclaimed Water Pipelines
Reclaimed Service Area
Reclaimed Service Area
Planned
Probable Expansion
Potential
6/14/2019
Chatham Park North Village Utility Plan Update - Reclaimed Water
Modeled Maximum Pressures
Chatham County, NC
1 inch = 2,000 feet
MCKIM&CREED

McKIM&CREED
APPENDIX E
PROPOSED CHATHAM PARK DEVELOPMENT
MODELED MAXIMUM VELOCITIES

S:11561100081North Village Master Plan Update June 20181Reclaim191 - GIS191b-Map DoclMax Velocities.mxd
CHATHAM PA
North Vitt�
Land Use
NC NAD 83
(US FEET)
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong K
OpenStreetMap contributors, and the GIS User Community A
Legend
Maximum Pipe Velocities
<1 ft/s
1-5ft/s
>5 ft/s
• Chatham Park WRF
Tanks
0 Elevated Storage
O Ground Storage
• Pump Station
• PRVs
Reclaimed Water Pipelines
Reclaimed Service Area
Reclaimed Service Area
Planned
Probable Expansion
Potential
6/14/2019
Chatham Park North Village Utility Plan Update - Reclaimed Water
Modeled Maximum Pipe Velocities
Chatham County, NC
1 inch = 2,000 feet
MCKIM&CREED