WQ0042506_Modification_20230713

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) *
WQ0042506
Applicant/Permittee
Town of Pittsboro
Applicant/Permittee Address
PO Box 759, Pittsboro,
NC 27312
Is the owner in BIMS? Yes ) No
Is the facility in BIMS? Yes No
Owner Type
Municipal
Facility Name
Grant Drive RWDL
County
Chatham
Fee Category RW Distribution Line
Fee Amount $0
Is this a complete application?*
Complete App Date
Yes No
07113/2023
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Sue Morris
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
919.238.0303
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0042506
Has Current Existing permit number
Applicant/Permittee *
Town of Pittsboro
Applicant/Permittee Address*
PO Box 759, Pittsboro, NC 27312
Facility Name*
Grant Drive RWDL
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
20230712 CP 7.1 Ph.1 Reclaimed Certification Full
35.12MB
Package.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
law" L. 10di
Submission Date 7/12/2023

::WithersRavenel
Our People. Your 5ucce55.
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
Division of Water Resources,
TO: ATTN: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
WE ARE SENDING YOU THE FOLLOWING ITEMS:
N Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints N Plans
❑ Copy of Letter ❑ Change Order N Disk
Letter of Transmittal
7/13/2023 02150098.62
• Non -Discharge Branch
Chatham Park Section 7.1 Residential
Subdivision Phase 1
RCW Minor Modification and Certification
❑ Samples ❑ Specifications
❑ Other
1
Recorded Plat (11 x 17)
1
Record Drawings and Town of Pittsboro Approval Letter
1
Property Ownership Documentation - Deeds
1
Reclaimed Water Minor Permit Modification Request (RWPI 06-16)
1
Cover Letter
1
Engineering Certification
1
Existing Permit # WQ0042506
THESE ARE TRANSMITTED as checked below
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
N For review and comment
❑ For bids due
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Other
❑ Prints returned after loan to us
REMARKS: Please contact Gareth Avant via email at [e-mail] or by phone [phone]
with questions and/or comments
COPY TO: Gareth C. Avant, PE

CERTIFICATE OF SURVEY AND ACCURACY
,SOMAS M GHRZESIEN CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED AS SHOWN
HEREON) THAT THE S INDARiES NOT SURVEYED ARECLEARLY INCICATEDAS DRAWN FRDIA
'NPO7MAi:ON SHOWN ON THE FAGECFTHISPLAT THAT THE RATIO OF PRECISION OR POSITIONAL
ACCURACY AS CALCULATED IS 12OCOD- AND THAT THS PLAT WAS PREPARED IN ACCCRDA4CE
WTHGS 47,30ASAMENDED
I ALSO CERT'ry THAT THE SURVEY CREATES A SUBOMSKIN CF'JNNO WITHIN THE AREA OF A
COUNTY OR MJNICIPALITt' T AT HAS AN ORCINANCE THAT REGULATES PARCELS OF LAND
A�•kF}i w343'.K3pWrJM- A�°T.F:1.1$614iFJC �#*-;�Ir�+uWcH Ala as
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IX
GENERAL NOTES
1 BASS OF BEARINGS INC GRONAD80=1)
2 ALL DISTANCES ARE HCRIZONTALGROUND DISTANCES IN U S SURVEYFEET U,NI ESS
OTHERWISENCTED
3 ALL AREAS DERIVED BYTHECCCROPNATE CO.M.PUTAYUN METHOD
4 THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TRIP REPORT ANOMAY BE SUBJECT
TO ANY MATTERS -HAT A FUL TITLE SEARCH WOULD DISCLOSE
5 LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES;ROM I.\FCIRMATICN REFERENCED ON
THE FACE OF THIS PLAT
B SUBJECT PROPERTY S N07 LOCATED WITHIN A FLOOD HAZARD A7REA ACCORDING TO FL=
INSURANCE RATE MAP 371 M7SOOJ DATED FEBRUARY 2 2007
7 RIPARIAN BUPFERSSHOWN WERE OERNM FROM SLRVEY LOGITON OF THE TOP OF BANK SO
BUFFERS AND THE INNER 57 CIF IOO BUFFERS ARE CLASSIFIED AS TOWN OF -17SOM
JORDAN LAKE RIPARIAN BUFFERS THE OUTER 50 OF 100 EJFFERS S AN AD017 3NAL BUFFER
REQUIRED BY
THE CHA'14AM PARK MASTER P-AN
PROJECT NOTES
I PRIVATE UTILITY EASEMENTS WILL BE MAINTAINED BY THEAPPUCABLE JTIILTY PROVIDER
2 IN ACCORDANCE WITH APPLICABLE RESTRICTIVE COVENANTS Ali OTHER PRIVATE ASEMENTS
WILL BE NtANTANED SYA PROPERTY OWNERS ASSOCIATION OR THE OWNERISI OF THE
PROPERTY ON WHICH THE PRIVATE EASEMENT IS LOCATED OR WHICH IS SERVED BY 7HiE
PRIVATE EASEMENT
I ALL PUBLIC EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED TO THE TOWN OF
ATTS13CR0
4 UNLESS THE'WATH OF AN EASEMENT IS LISTED AS'VA71ASSLT'71S CENTERED ON EXISTING
INFRASTRUCTURE VARIABLE WIDTH EASEMENTS ARE APPROPRATELY DIMENSIONED HEREON
5 9PRVATEUTWTY ASEMERTSA31ACE4TTCFUSUCR0AD'NAYSAREPAgALL1'07HE_RAN
PROJECTDATA-TRACTI PROJECT DATA• LOT 10
OWNER
CHATHAM PARK INVESTORS LLC
105 WESTON ESTATES WAY. CARY NC 21513
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PB MA PG 3031
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FLOOD ZONE - SE'ECr_NERAL NOT? 46
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tw Dip "Ac: • ■53i5L3Sr ! %MJM 4C
REMNANT TRAG 1 3183169S F 173,75AC
PHASE I 1 3" 442 S F 1307E5 AC
LOTS 219 41 S F 5 5 031 AC
PUBLCRNY ma%sF ili=AC
TRACT ✓-t .328 757 S F 17 ELI AC
TRACT 12 85.384 S F / t 9M AC ISDN "III
TFACT .3 SC 1115F 11 I50 AD (SCM431
TRACTH 175,392SF N4 C26 AC
TRACT 15 127,7595E 12641 AC (AMENITY(
�- TRACT H6 BIBAIT S F I! S63 AC
OPEN SPACE I PARK LAND
REQUIRED OPEN SPACE 1B25T35F 14191 AC
AOSITONAL GP:% SPACE 4670.E S F 11 C 722AD
I_ I:NCLUOE53.785 S F 10WAC ON LO'10
NL'LTWSE 9.7L3SF l0224AC
NLVBER OE LOTS IN THIS PHASE
SINGLE FAM LY 4
TW6FAMILY 4'A
SETBACKS S'NOLEFAMiLY
MINIMUMFRCAi 10
M�MMJM SIDE 3
MINIMUM REAR 15
VIN TO GARAGE FRCNT 27
SETBACKS TWOFAM,LY
MiN6NUM FRONT 10
MINIMUM SIDE 0 {5 CORNER)
MINIMUM REAR +0
MIN TO GARAGE FRONT 16
NINIVUM LOT SIZE 4 200 S F
MAX.A-.M ALLCWABI E IMPERVIOUS SUW.4OE (MA51 AAA PER LOT
LOTS 1003-1044 29M S F
LOT51p4S1946 3 250 5 F
LOTS M17-BNB. 3 9605 F
L?NGTHCFGREENWAYPROJIOED 3146
LENGTH OF MULTPJSE PATH PRCVIDED ' B90
FINAL SUBDIVISION PLAT
CHATHAM PARK SECTION 7.1
RESIDENTIAL SUBDIVISION PHASE 1A
OWNER DEVELCRMENT ONE INC
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REFERENCES
CE 1BW PG 157IDS 2021 PG 974
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PLAT CONTENTS
SHEET 1 CERTIFICATIONS, NOTES, PROJECT DATA, AREA
SUMMARY, LEGEND, &VICINITY MAP
SHEET REMNANT TRACT -LOTS 10&11
SHEET REMNANT TRACT- TRACT I, PHASE IA INTERNAL
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SHEETS LINETABLE
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PUBLIC RW137 E03 S E S G AGE AC
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CERTIFICATE OF FINAL MAJOR SUBDIVISION PLAT APPROVAL
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DATED310912023
FINAL SUBDIVISION PLAT
CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1A
PROPERTY OF CHATHAM PARK INVESTORS LLC/
AND CHATHAM DEVELOPMENTONEING.
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20238
:3
3027
25 D0 N45'00'OD'Y7 353A'
:4
1722
2000 N61'31'1YE
1899'
N
19304
150.00 N53'07'S3'E
1790
m
7279
MO 00 N3710&
WE 7117
C7
4a2 a9 10B16A
NZWW52W
45924'
08
23T E4
72750 N4l'23'2TW
238 78
C9
2Ta 35
A5000 N72'18'47V7
27364'
010
31544
510.00 N72'16'47W
31045
C41
35251
05800 N76'25'44W
34a 31'
0l2
12699
47250 1,141.1849'E
12651,
C13
4712
30.00
N46.4735W 4243'
C74
198.04
48oM
N0015751'E 195 BB'
GIs
9950
d7250
N27'35'15'E 9032
CIA
25154
52750
S35'1757W 24917'
017
3731
2500
564'19SSV7 3394'
C16
12B
2500
N71'21'SOW 128
C19
3026
32750
N72'3B20W 3029
C20
35.02
32750
N78'2117VY 350V
C21
544
27250
NBO'50'4aW 544'
C22
S539
27250
N74'27D5W 5529
C23
1153
21250
1,167'245BW 1153'
C24
1748
22750
NW24'20W 1748
C25
3220
22750
N74.3W43W 321T
G26
3220
22750
N82.4616V 3217'
C27
47 T3
22750
S8T'0749W 47W
C20
3403
2500
N59-50-50W 314T
C29
6496
22750
N28155'01W 63 BT
C30
IZ.77
22750
N30'13'ZSW 1776
C31
59D
2500
N34147129Y 5W
C32
23.99
2500
N01'2933W 2227'
033
1806
50 DO
N14'01'4rE 189T
C34
1611
5000
1417'nnM 3537
035
12036
5000
809.I-1- 19535
C30
3124
50.06
521'ar19'E 30 T3'
C37
223
5000
S40.1053'E 2.23
C38
62.06
17250
S!1'OY74'E Al i3
C39
3403
25 DO
S1B'D9'OBVI 314T
C40
U42
22750
852'48'02W 3438
C41
4087
2600
N86.29'Z1W 3a 11
C42
284012
124237
N48'0a" 293.40
G43
26482
115537
94WW38'E 26424'
C44
1091.96
124200
S6B'3P37'E 105631'
C45
4199
30 Do
944.0214W 43 M
C46
374 IS
115800
N80'5230.1Y 37251,
C41
55368
1t5B 00
N57.55'25'W 5d9AV
C48
42 07
2A 00
NO2'OT4U'E 3763
C40
2760
17250
N531041001E 27 56'
C50
6285
17250
N71'24'39'E 8206'
C51
1402
17250
N137.2054'E 1 1491
C57
7217
17250
578'11'1B'E 7164'
C53
4 r7
327M
Sa5'34'OB'E 41T
C54
33 DO
32750
869'49'14'E 32 90
C55
3300
1750
515'35381 ; 3289'
C55
16.79
32750
579156150£ 1679,
C57
54.34
27250
875'4719'E 5425'
C58
3008
2500
520'2250'E 3449'
C59
1 17065
151400
150T'4308W 1698T
REVIEW OFFICER CERTIFICATE
STATE OF NORT:4 CxA�R7+.O NNA, COUNTY OF CMATHPM
NC, CERTIFY7HATT-EWNC1t
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REVISIONS:
DATE: 031D9r2023
scaLE: wa
SURVEYED 8Y: RI IM
DRAWN BY TMC
CHECK 6 CLOSURE BY: TMC
CA0:1PROILSEC 71 R59 PH lA.SUB
PROIEC740:0215009862
CURVE TABLE
O7E LENGTH RADIUS
BEARING CHORD
w
991 3000 1,182'%50W 996'
51
1358 3000 NS9'5349V1 1347'
32
847 I MDO
NSOISV12M 844'
53
Isla MOO
N16'16'13W ISM'
54
3025 47250
WY4510-E 3825
55
2015 47250
N27'10'21'E 2014,
66
431D 47250
N3110nVE 43 DO'
87
18 DO 1812
S30'34'02'E 15 41-
BB
2024 2300
W5420E 1980'
99
1271 25DO
S77.135SE 1257'
170
19640 52750
S30'12'39W 19528'
P1
2012 52750
S2612TOlM 2017
;72
3603 52750
523'27'2rW 3507
:73
2224
25 DO
847'02SM 2157
;74
1507
2500 ' SA0.4753W 14V
:75
3730 22750
N68'2B'M'E 372F
:70
1043 22750
Na2'2759'E tOd3'
o77
160
25 DO
S83'023W 1 50
:79
1953
2500
N72'3942 W 19134'
C79
2.77
2500
N47'0251W 276'
C80
1005
2500
N32.2Y'4BW 998'
Cat
4105
7000
N39'2439'E 40.47'
C82
237
1500
N51'41.M.E 23T
C93
16 to
65 DO
1444.0352W 18-W
C84
16643
715 DO
N29'20'22W 160"
CAS
4756
35.00
NS1'311ANY 4398'
C8B
30 18
39435
S83.4710M 3816'
C87
7301
11822
S14.OT38'N 7186'
Cgs
540
a2.50
S34'17�as
CA9
169
124237
654'31
COO
2D 14
124237
S54.0100E 2014'
C91
204
124237
SW301B'E 204'
C82
30 D0
124237
S52'4S5B'E 30.00'
C93
5011
124237
SM'46WE 5610'
C94
174 D3
1242 37
S45'2827E 173 89'
C95
281
3250
N34'1T38'E 28V
COS
6220
6822
Ntt'37'25'E 6D 02'
087
6393
115 DO
W7'2VIVE 0311'
C89
1564
11500
N27.13-27-E
MOT
C99
16053
125 DO
NOa'S942W
15448'
C100
4393
5500
N22'lT51W
4277'
C101
3120
25 D0
609.2026'E
2920'
C1D2
208.49
15500
S06'504YE
19156
C103
It 71
9500
527'13'2TW
11 70'
C104
4725
05 DO
S07.21'IOW
4655'
COS
3490
36435
NO3'4845'E
34 99'
C106
8932
8500
EBr'3r04'E
8I.68'
C101
16130
68500
3291202TE
160.91
C1oa
2815
3540
557'29'46'E i
2556
G109
2108
35.0o
N5315044'E
2076
C710
173
3 DID
N50'072VE
171'
Coll
1905
33.00
SW'O375W
1879'
C112
3914
55 CO
883'5044W
3855
C113
1824
4500
543'Sr42W
1940
C114
2340
40 DO
S36'2439W
2313
C115
ti9
2500
S19'2a'WE
L19'
C116
1072
2500
605'501VE
10 B3
C117
2213
1 25.00
S314T49W
V 41
CI1B
1641
26 Do I SOS'4B19W
19 O1
CURVETABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
Clio
2245
2800
NBfi'1119W
2179
C120
20638
123750
S46-14.18-E
20614'
CI21
301
21 OD
S45'3347E
3DO'
C122
2832
29.34
N77'l5'26'E
2727
C123
10 A3
1100
N76'4131'E
10.40'
C124
4212
23250
N53'40 VE
42.W
C125
97i
11 DO
N33'2909'E 1
945
C120
2238
SO 00
N51'OelOIN
2210
C127
Y37
500D
Na5'20C4W
3090'
C12a
2165
5000
860.44'09W
2188'
C129
44.79
5000
S22'3712W
433V
C130
9970
WD 00
N64'19'56W
95R8'
C131
2079
10000
N29'4144W
2D70
0132
4003
53074
N31'1517W
4002'
C133
835
51000
N55'01'42W
83F
C134
30711
510 DO
M72-44-55W
302A9
CM
26327
45000
873.142YE
2605N
C138
15 DO
45000S55.3VOTE
1508'
C137
424
124200
S41'3330E
424'
C138
1000
124200
S41'5317E
10 DO'
C139
94104
1242 00
863'4074'E
91800
C140
2000
1242 DO
SW59'2TE
2000
C141
11517
124200
Sa9007.21'E
11577
G142
2392
3000
821.0756W
23 20
0143
2d O7
3000
SaV5747W
2347
C144
3917
1156 DO N89'C948W
39 IV
CM
23699
t15B.00 W2.1053W
MOW
C 148
2073
115800 N75.5T19W
2077.
CM7
7724
115BM N73.3154W
7722'
C148
51080
115800 N58.58'S41N
500.7r
C149
4270
1158 DO N45'IT60N
42.76'
C150
2221
2000.
N19'0529W
nW
C 151
1026
2600 ` N279547'E
1802'
C152
1300
1 1s 00
1 SV45.44W
1 1337'
C153 1
201E
2319
S24.042OW 1
1953'
C154
02209
115300
367.13'16'E
80771'
C155
1312
2500
N74'48'50'E
11197'
C758
1958
2301
N30.4T57'E
1909'
GIST
10,0
1714
N27'4924'E
1583'
C158
200
17250
NBS13DU'E
200
C159
1001
17250
NB7'29'50'E
4004'
CI60
2 01
17250
N89'29'35'E
2 01'
C181
90.1
17250
N8S'40'29W
903'
C162
57.01 , 17250
1477141'53W
58.81'
C163
807
17250
N67.1Y44W
6.07'
C164
902
25A0
5S9'3T2S'E
697'
C15.5
773
2500
S40'27WE
770'
I
C187
859
2500
607'1833W
8ON
C168
923
51400
815'4300W
9.23
0169
2511
51400
E14.46'12W
25 IV
C170
60 14
514 DO
SID-ON71N
6311 -
C171
7019
51400
802'27'12W
7812
C172
842
25.W
NBO'21WW
a38'
C173
2243
25.00
N45'0000W
2169'
C174
842
2500
NOB'39'W'W
836'
C175
1600
45000
NSS'04'dIV7
1A 00'
C176
259
5100D
354.471TE
1 259'
FILED Mer 29 2023 09:22:55 am
c0 H
PLAT SLVDE 02023 - 0067 .aunve airr5s4P
rrEcu�n
INSTRUMENT 02539 ocROs
TOWN OF PITTSBORO PROJECT? SUB-24?M1, CD-2020-OB
FINAL SUBDIVISION PLAT
CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1A
PROPERTY OF CHATHARMh PARK INVESTORS LLC
TOWN OF PITTSBORO. CENTER TWSP CHATHAM COUNTY _____jNORTH CAROLINA
PARCEL ID:NONEASSIGNED ZONING:PDD,RID SHEET.8OF9
■■ WithersRavenel
Engineers I Planners I Surveyors
115 MwKenan Drive I Cary NC 27511
tc 919 469 33401 Ilcense t F•14791 W WW.W lhersravenel corn
�Da3-7

LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
0
N64'05521
BOST
L56
1120'50•S1W
7IV
L115
S33'31.OBW
028'
L2
NOO.0000'E
9700,
L58
520.50SIT
718'
L1 I0
N76.54'12W
7830'
L3
NO6'II'09'E
MAY
LBO
540.295Bw
6444'
L117
356'124(W
877
L4
NPO'M'00'E
15909,
L61
N48.2955E
632Y
L118
N50'2851 M!
5457'
L5
S75.3021'E
14849
L02
501'47.3SE
4951'
LIlO
50116431W
2937
L6
N9D'0000'E
155W
L03
NB7'36'19'E
SO 49
L120
NSB'S937W
58.01'
L7
S20'S0'S3W
218 78'
L64
SS1'25.OTE
70 DO'
L121
NTO.29'S1 W
90 Sc
LB
689'4410'E
5910,
L65
S24.023£E
713A2'
1,122
NS5'30'22'W
13031'
L9
S31.7852V7
13937'
L66
521'4959'E
5189
L123
N37'24104'E
7195•
LID
S51'IrQW
23077
L07
641'2T34'E
147 BIT
L124
N52'1759'E
4949'
1.11
N26.28111W
152Or
L68
N32.21.30-W
27W
L125
N04'20'29'E
17 50'
L12
N54'33'MT1
10089,
LOD
N39'5315W
3501'
L120
N74'4529'E
5691'
L13
N54'3333W
12536'
L70
1466.53'07ffE
100r
L127
S63.OS'05'E
1292T
L14
N90.00'001W
42W
L71
575'04.O94
5153
L129
841'101WE
3584'
L15
8201SOI
ID24-
L72
878'2850'E
7108'
LT29
S14'3210ST
8722'
L10
NOO.42'21w
1025
L73
I N81'250TW
3680,
L130
S20.4012W
4133•
L17
N20.373VE
102D
L74
N86'1713W
19534'
L131
S5O.2951'E
7817'
LIB
SBO.4221'E
102V
L75
539'3536'E
2573'
L133
N45-41.47-E
73 OU
L19 N80'4721W
31T
LYS
S83'39'47'E
8179
L134
54B•35'3VE
0439'
L20 N099T.39'E
1D 00'
L77
NWIT211
105'
L135
541.27WE
10233'
L21
S80'42'21'E
51r
L79
NB9.42.19W
076'
L136
N48.2956'E
522V
L22
S20'3T39W
1020'
L79
569.4219T
2921'
L137
N01'S935'E
13 W
L23
SB9'44'19'E
42152
L80
51611521W
2819
L138
N42'4445E
5226'
L24
525'20'41W
26898'
L81
N79'1515W
9648'
L139
I S37.592TE
3B 04'
L25
326'3951'E
16449
L82
N10'44'45'E
2000'
L140
N52'0338'E
20w
L26
SD4'0ZWW 1
16032
L83
879'1515'E
1023T
L141
N37'511'22W 1
421T
L27
SOV20'15W
12044'
L64
SW*Or2l'E
12324,
L142
N36'4917'E
149 ST
L28
575'3750W
84 OF
LOS
S81.23.2TE I
SO 9T
L143
S3O'49TT`W
13853,
L29
S28'30.20W
25634'
LOS
S83'50'5rE
68 OZ
L144
S42'4445W
6589,
L30
S43'OT1BV7
24888
LB7
ST5'5 VE
14546
L145
SB4.34'49'W
9170'
L31
N01.05152W
11581'
LBB
535.08SrE
3554'
L148
ND9'56'44W
5041'
L32
S26-44DOW
B400'
LB8
S45.02MV4
7647'
L147
1400*213 1w
4139
L33
N61'05'52W
800,
L90
S34'02'23W
02AT
L146
N13.34'S2'E
38.49
L34
N01.4T35W
8400'
L91
N71'5T54W
10434'
L149
N30-00-59-E
10833
L35
N98'I2iSE
11903
L92
N51'W50W
17 BY
L150
N34'5544'E
2619
L36
N47'2240w
I ST
LD3 1529.397-
6574'
L151
N1B'2023'E
3437'
L37
S40'0025W
160W
194
N31'31'19'E I
2500'
L152
N38'2727'E
fel`
1.39
337.50144W
10351'
LOS
531131110W
2040'
L153I
N22'4810'E
3288'
L39
N50-22'AT-W
12766
L96
S97'20'22'E
87 50'
L154
979.13-55-E
157 7T
L40
N42'1429W
5501,
LOT
579'255TE
3279
L155
S45.4rWE 1
11577'
L41
N45.59'52V2
7245
LOS
N66'12'46'E
972
LI56
832'21'17'E
7261'
L42
N73.45'S1W
137 DT
L99
N36.OS'17W
6178'
L157
510'2Z40W
70.68'
L43
NB9'5946W
16434'
LIDO
N22'3626W
498
L158
S64'3359W
7D 59'
L44
N72'3825W
13834'
LI01
S86'3324W
3051'
L1S9
SOB'34'00'E
2014'
L45
N55'26I
15779
L102
836'4B'03W
362T
L160
NCB'34.00W I
2716
L46
S67'39'17W
1780r
L103
N38'46G3'E
3802'
LIM
S70'3321W
4820•
L47
N40'35'25W
15484'
L104
N3l'4W14'E
10263
L102 I
W'34'51'E
6551'
L48
N18'565VE
6919
LIDS
NOB-3423W
5518,
L103
N49.2609'E
2008
L49
N47.1021w
U4 SS
L106
NYI'1012'E'
2573'
L164'1440'3431-W
60 D9'
L50
N22'22'13W
as or
L107
520.281M
4034'
L765I
N04-3359'E
18506
L51
N52'43'ODW
22574'
008
S3l'1o'12-W I
2573'
L106
N45.4555W
14397'
L52
N46'46'03W
11710
LIDS
508.34.23'E
3539'
L167
1452'11'54W
14397
L53
806.1225W
23632'
L110
NBB'3324'E
3275'
L108
N41'3515W
15338'
L54
N01'4T35W
88AZ
LIII
S22'35281E
490'
L169
S41'351SE
151 yT
LISS
N21.33'IT'E
7144'
L112
S36.051TE
6176'
L170
552'1 I'SVE
14319
L96
S21'331 T'W
60 S0
1-113
578'54'17E
76 93'
L171
845'49S5'E
13799
L57
N80'S9'dtw
96.BOr
L114
N33'3VO9'E
11
L172
N54'57571F I
123 ST
REVIEW OFFICER CERTIFICATE
STATE OF NORTH CARCUN k COUNTY O: CHATHAM
�lG�!$Y-14 G4ICER [F ,y.i +�yl C.t1"'� NC Ci1�fe"wd"NE 11lk�U1
��44 {y''1.:si 7fr4'{K3A%c}F�ML ika i'xTL;k•�IXlliva�'W�A=ram
!-k �rll. �4146LL .� 13Y �d'4i}j
LINE TABLE
LINE
BEARING
DISTANCE
L173
N31'5558'E
796'
L174
858'04'O7E
20.00'
L175
531.5558'W
1204'
L17B
S54.5T5TW
12044,
L177
532.21'1rE
719T
L178
S10'221
8874'
L179
S64'3359W
18567'
L1SO
1435'262TE
3414'
L1BI
N80'2627'E
44 14'
1I82
809'3338'E
2379'
-193
300'26'27W
3429'
L1 64
835'267TW
2420'
L1B5
SB4'31'1rE
3236'
L186
SIB'11414'E
3584'
L197
S37'1339W
4781'
L1BB
52740'12W
II OT
-189
SBB'4470W
52.96'
L190
S75'4G'43W
591.
L191
N8rD4D5'W
1570
L102
S26'3D34'E
2389,
L193
S215TOBW
24 SO'
L194
S37'24'D4W
5709
LIDS
SS7'0917W
1808
L196
S35.45WE
20 00'
L107
N37.21'57w
3925'
L198
N34.4350W
7099
L199
N01'1953W
0939'
L200
N31'46'53W
17 9r
L201
N23'195BW
89 29
L202
NBS'2529W
4086'
L203
NB I'0=1W
58 T9
L204
NOB'36401N
1035'
L205
NN'5928'E
6I93-
L206
N87.375TE
93 19
L207
582'4951'E
50 2V
L20B
S51'71'57 E
ITN
L209
S18'16'OSE
19 BY
L210
S021950W
24 SO'
L211
S1B'4352W
4099
02
6297555'W
10936
L213
S55'35MW
8277
L214
N8512529W
51 44'
L215
523'1959'E
111 58
L210
S80.50'12W
0596,
L217
NS4'D9'48W
11107
L219
N09'094Bw
533T
L219
835'2627W
64 W
L220
N54'3333W
2379'
L221
N35'202TE
64 00'
L222
S35.262Tw
52 DO'
L223
N54'33WW
2379'
L224
435'201
52 DO'
L225
548'2956w
3050.
L226
N411VO W
1B DO,
L227
N48'29'59E
3050'
L22B
54B'295BW
30 W
L229
N41-31-04W 1
1000,
LINE TABLE
LINE
BEARING
DISTANCE
L230
N48'2958T
3050,
L231
505101
49.61'
L232
N84'S706'W
2000,
L233
NC5'DTS4'E
4911'
L234
S01.473SE
3057
L235
S50'12.25W
1000
L236
N01'47'35W
305V
L237
S01'47351
3050'
L238
SB8'1275W
IOW
L239
N01'47'35W
3050'
L240
N61.54`39WE
6137
L241
1,101'14'64W
2222'
L242
NIB'2722'E
USX
L243
N01.2946w
1130r
L244
I N51.3COVE
1896
L245
NO3.2234'E
152A'
L240
503'22'34W
27.54'
L247
9SI'3dVM
37 SL'
L245
501.29'4B'E
10388'
L249
SIS'22'22W
149 OF
L250
S01'140Ve
24 50'
L251
338'26'4TE
0334'
L252
8001
low
L253
SOST51412
1355T
L254
S72.48'48'E
12547
L255
SOS'1213'E
13101'
L250
S23'4T'47W
1000,
L257
NOVIT13W
130.43
L259
NTT48'51W
13lW
L259
NDS•05104W
1429r
L200
577'4153'E
5581,
L261
142V0002W
10 79
L282
N69'58'31 W
634,
L203
N26'4£37E
521,
L264 I
W705SWE
2221'
L265
NC2'21'OrE
6213,
L266
661
SAT
L287
545'DOUTE
21 BB'
1-258
N35'282rE
0108
L269
$54'3333'E
2379'
U70
S35.262TVI
BI W'
L271
N86.4310W
13 W
U72
NOS'SrD2W
1013
L273
SBB'43'I8'E
1501,
L274
S03'1B'42W
low
L275
NBB•4YIWW
3039
L270
N86.43'19W
11691
L2T7
ND3.1T42'E
10w
Q78 j
508'43'1 B'E
ID07'
L279 I
S05'5777£E
1013'
L2B0
N3B'O7'OB'E
3598'
L287
N00'15'4SE
2100'
L2B2
N72'S932'E
31 SIC
FtM uw 216 2D23 09:23 02 am
PL.ATSLIDE 02023 - 0068
.�rgnY� ^^•BEE
�1pan■
INSTRUMENT 02W 0` 1
TOWN OF PITTSBORO PROJECT # SUB-2020-01. CD-2020-08
}i Y;
sEA {
T L-06L
aye
1 S } G
a*1 ;9M
REVISIONS
DATE 05/0912023
FINAL SUBDIVISION PLAT
CHATHAM PARK SECTION 7,1 RESIDENTIAL SUBDIVISION PHASE 1A
PROPERTY OF CHATHAM PARK INVESTORS LLC
AND CHATHAM DEVELOPMENT ONE INC.%7i
WithersRavenel
Engineers I Planners I Surveyors
I15 MxKemn Dilve I Cary, INC 27511
t 919.469.33401 Ilcense C F-14771 w'�+�' wIthear enel cam
SCALE: NIA
SURVEYED BY: m IM
DRAWN BY TARO
CHECR6CLDS0REBY:7MC
TOWN OF PITTSBORO, CENTER TWSP,
CFAtKLM COUNTY NORTH CAROLINA _
CAD (PROILSEC 71 RES_PH iASUS
PROIECTNO 02150091362
PARCEL Ip; NONE ASSIGNED
ZONING: PDD, RI O SHEET: 9 OF 9

RECORD DRAWINGS FOR =°aw�o
zt
3Qoaoo
�K-zed
�j
C,>oz
CHATHAM PARK SECTION 7.1
u oar
a 30
SUMMARY INFORMATION
DEVELOPMENT NAME:
CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 1
OWNER/DEVELOPER:
CHATHAM PARK INVESTORS LLC
LOCATION:
EAST OF 15-501 AND NORTH OF SUTTLES ROAD
CHATHAM COUNTY PARCEL #S (PIN #S):
10944 (9752-18-6885) DB 1809 PG 0167, 7101 (9752-27-6874) DB 1761 PG
1015, 7146 (9752-47-0648) DB 1963 PG 0998
ZONING DISTRICT:
POD
PROPOSED USE:
SINGLE FAMILY DETACHED AND RESIDENTIAL TWO-FAMILY
SITE DATA
SITE DATA
PH1A
PHIS
PHiC
TOTAL
ACREAGE
32.01
20A5
11.90
64.76[AC]
ACREAGE 7HROUGHFARE / RIW
7.13
3.30
2.36
12.78
[AC]
ACREAGE TOTAL MINUS RAN
24.89
17.55
9.54
51.98
[AC]
PROPOSED # OF LOTS
46
57
49
152
[EA]
SINGLE FAMILY
4
57
49
110
[EA]
RESIDENTIAL, TWO-FAMILY
42
0
0
42
[EA]
PROPOSED DENSITY
1.44
2.73
4.12
2.35
[DU/AC]
PROPOSED IMPERVIOUS AREA
8.37
6.47
5.46
20.30
[AC] 31%
ROADS (PUBLIC)
3.48
1.38
0.97
5.83
[AC]
SIDEWALK (PUBLIC)
1.24
0.47
0.40
2.11
[AC]
GREENWAYS
0.72
0.03
0
0.75
[AC]
LOTS
2.93
4.59
4.09
11.61
[AC]
MINIMUM LOT AREA
42DO
5394
5400
4200
[SF]
MEDIAN LOT AREA
4255
6600
6600
6028
[SF]
AVERAGE LOT AREA
47631
7134
6407
6188
[SF]
LF OF STREETS
5022
2587
1888
9497
[LF]
LF OF 6 SIDEWALK
6989
4585
3494
15068
[LF]
LF OF 10' MULTWSE PATH
1893
0
0
1893
[LF]
LF OF 10' GREENWAY
3146
121
0
3267
[LF]
LF OF 18" CURB & GUTTER
5209
0
0
5209
[LF]
LF OF 30" CURB & GUTTER
9010
4963
3567
17540
[LF]
TOTAL LF OF WATERLINE
5295
2186
1644
9125
[LF]
LF OF 6" WATERLINE
1478
2186
818
4482
[LF]
LF OF 8" WATERLINE
1327
0
826
2153
[LF]
LF OF 12" WATERLINE
2490
0
0
2490
[LF]
LF OF REGLAIMEU WATERLINE
2579
0
0
2579
[LF]
LF OF STORM DRAINAGE
6961
4695
2812
14468
[LF]
LF OF SEWER LINES
2169
2739
1697
6606
[LF]
PARKING REQUIRED (2 SPACES/UNn)
92
114
98
304
[EA]
PARKING PROVIDED (2 SPACESIUNF)j
921
114
98
304
[EA]
SEWER ALLOCATION
SEWER ALLOCATION
LOT TYPES UNITS I FLOW FACTOR TOTAL (GPD)
SINGLE FAMILY
3-BEDROOM 1 110 13 BR x 60 19,800
RESIDENTIAL, TWO-FAMILY
3-BEDROOM 1 42 13BRx6O 1 7,560
27,360
VALVETYPE
VALVE SIZE
AANUFACTURER
MODEL
# OF TURNS TO CLOSE VALVE
FSILLENT WEDGE GATE VALVE
6"
CLOW VALVE CO.
2639/2640
191/2
ESILLENT WEDGEGATE VALVE
S°
CLOW VALVE CO.
2639/2640
251/2
ESILLENTWEDGE GATE VALVE
12"
CLOWVALVECO.
2639/2640
37314
ESILLENTWEDGE GATE VALVE
4"
'LOWVALVECO.
2639/2640
131/2
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
GARETH AVANT, P.E. ALICIAALBINI
WITHERSRAVENEL, INC. WITHERSRAVENEL, INC.
115 MacKENAN DRIVE, CARY, NC 27511 [e-mail]
FAX: [phone] TELEPHONE: [phone]
[e-mail]
RESIDENTIAL SUBDIVISION
PHASE 1 A
PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA
MAY2212023
DEVELOPER/OWNER
CHATHAM PARK INVESTORS LLC
105 WESTON ESTATES WAY
CARY, NC 27513
ATTN: MR. CHUCK SMITH, PLA, ASLA
TELEPHONE: [phone]
FAX: [phone]
VICINITY MAP
.. 1
INDEX OF SHEETS
ASPEN AVENUE PLAN&PROFILE
Sheet Number
SheetTitle
PROSPECT PLACE PLAN & PROFILE
0.0
COVER
T8.04
ABUNDANCE LANE & MERRIVILLE ROAD PLAN & PROFILE
OFILE
OFILE
8.10
SEWER OUTFALL PLAN& PROFILE -A& B
3.0
OVERALL SUBDIVISION PLAN
AND
3.1
SITE PLAN
8.12
STORM DRAINAGE OUTFALL PLAN & PROFILE
3.2
SITE PLAN
8.13
STORM DRAINAGE OUTFALL PLAN & PROFILE
3.3
SITE PLAN
3.4
SITE PLAN
8.15
STORM DRAINAGE OUTFALL PLAN & PROFILE
4.0
OVERALL UTILITY PLAN
4.1
UTILITY PLAN
8.17
STORM DRAINAGE OUTFALL PLAN & PROFILE
4.2
UTILITY PLAN
8.18
STORM DRAINAGE OUTFALL PLAN & PROFILE
4.3
UTILITY PLAN
4.4
UTILITY PLAN
5.0
OVERALL STORM DRAI NAGE&GRADING PLAN
5.1
STORM DRAINAGE PLAN
5.2
STORM DRAINAGE PLAN
5.3
STORM DRAINAGE PLAN
10.01
TYPICAL ROADWAY SECTIONS
IONS
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 & PROF ILE
�0- WithersRavenel
I/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, INC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com
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
•
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PB. 2016 PG. 241-243
PIN. 9752-180689 ;/ NIF
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PB. 2015 PG. 291-298
PIN. 9752-290838
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CHATHAM DEVELOPMENT ONE INC. /
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PB. 2016 PG. 241 243
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RECORD DRAWING NOTES: -7 I\\ \
I� 1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITHERSRAVENEL INFORMATION SHOW N
/ HEREON IS COMPRISED OF EXISTING AND PROPOSED
( / CONDITIONS AS ORIGINALLYAPPROVED BY THE TOWN OF
THESFORO ANITARLESSOT EWER AND ISE STORM IED. / \\
2. CHESAMFAR SECLONNDSTORM HAVE
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CHATHAM PAND THIS PLAN
PH ES HAVE BEEN PHYSICALLY \ NET
SURVEYED AND THIS PLAN REPRESENTS,TO THE BEST OF OUR \
\ MARV VALEWE BAINIWLLLIT
THESE UTILITIES.
HORIZONTAL AND VERTICAL LOCATIONS OF \ 6ESUALDO A. COSTANZ0, C0-TRUSTEES
THESE UTILITIES. \
�\ \ \ DB. ]21 PG. 152
3. THE SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN ON \ BM 94 PG. 153
\ PIN.9753402364
THE DRAWINGS THE REPRESENTS CTIVES HE RUCTURES. FROM CENTER TO \ \\ ZONE RA2
r \ \\ \ CENTER OF THE RESPECTIVE STRUCTURES. "�` \\
\ \ 4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION NET \\
\ \ SHOWNON THESE PLANS IS FROM PERIODICINSPECTIONS ABJ VENTURE \\\ TWO, LLC \
\ \ CONDUCTED THROUGHOUT THE CONSTRUCTION PHASE OF THE DB. 1961 PG. 21] \ \ HE JECT.WITHERSRAVENEL MAKES NO GUARANTEEOFTH E BM. 19 PG.6 �\
\ SURVEYEDACCURACY OF THE WATERLINE AND RECLAIMED PIN. 9752-292426 \� _______ _ ____ — ---— --END OF CONSTRUCTION----
\ \ WATERLIN E SH OWN. ZONE 0-1 ----
\\ \ ---_ -- ----.---------- sAB,1-400SIT T
\\ 5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FORINACCURACIES--20'BUFFER _
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
\\ \\ FROMCONTRACTOR(S)THATDONOTACCURATELYREFLECT
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PARKING CALCULATION CHART
SINGLE FAMILY N UNITSI
2 SPAGESIUNIT REQUIRED
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GRANT DRIVE
(EXISTING 26B-B W/97' PON)
(FUTURE 71'B-B W/ 9J' R/W)
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SUBDIVISION NOTES:
I. DRIVEWAYS ON CORNER LOTS SHALL BE ON THE FAR SIDE OF THE LOT
2 ALL SINGLE FAMILY UNITS ARE REQUIRED TO PROVIDE 2 PARKING SPACES EITHER IN A GARAGE ANDIOR DRIVEWAY.
3. ALL DRIVEWAYS USED TO ACCOUNT FOR 2 PARKING SPACES SHALL BE A MINIMUM OF I6' WIDE AND HAVE A MINIMUM 20'
LENGTH SHALL BE MEASURED FROM THE RGHT-OF-WAY.
4. DRVEWAYPABE ING IS REQUIRED TO BE 20' IN LENGTH TO COUNT TOWARDS PARKING REQUIREMENT, MEASURED FROM
THE RIGHT-OF-WAY.
5. A CENTRAL MAIL KIOSK FOR 154 UNITS WILL BE LOCATED IN THE FUTURE AMENITY CENTERAREA. 6 REGULAR SPACES
AND 1 ADA SPACE WILL BE REQUIRED. THE MAIL KIOSK AND PARKING SHALL BE CONSTRUCTED PRIOR TO C.O FOR
PHASE 1. THE PERTINENT CONSTRUCTION DETAILS FOR THE KIOSK AND PARKING WILL BE SHOWN WITH THE AMENITY
CENTER PLAN S
L Ns
PROPOSED SPEED LIMIT AND
STREET CLASSIFICATION
ROAD
CLASSIFICATION
RNMIDTH
SPEED LIMIT
GRANTDRVE
PUBLIC STREET
84'
35 MPH
ASPEN AVENUE
PUBLIC STREET
55'
25 MPH
PROSPECT LACE
PUBLIC STREET
55
25 MPH
IMAGINE WAY
PUBLIC STREET
55
25 MPH
WABASH STREET
PUBLIC STREET
55'
25 MPH
MERRVILLE ROAD
PUBLIC STREET
55
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55'
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L2 N90°00'00"E 33540'
L3 s54°33'33"E 234 3]'
L4 s41 °2]'38"E 186 ]i'
LS N88°12'25"E ]8228'
L6 N48°28'S6"E 13252'
L] s66°12'13"E 18C69'
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L9 s69°59'31"E 13] 89'
L10 Ni °4]'35"W 141 20'
L11 N21 °33'1]"E 9820'
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L13 N30°5]'41"E 109I4'
L14 N20°50'S1"W 5418'
L15 N41°2]'38"W 282.11'
Lib BRXCA'22"E 22 50'
I N45°59'S2"W 1008]'
L18 Nas°ssas"w 142 s4'
U NE TABLE
uNE BEARING DISTANCE � // // / / �
L19 NO°00'28"E 33562' / /
LES NO°00'14"E 29 30'
L21 N36°31'43"W 106.16'
L22 s53°28'1]"W 22 50'
LES N48°43'S3"W 1I690'
L24 N2°36'S]"E 43I86'
L25 s89°55'39"W 88643'
L26 N89°55'39"E 12821'
PAVEMENT MARKING LEGEND
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DMAJORSTRETESIGN SPEED
MAJOR
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MAJOR STRET
APPROACHGRADE
ADDITIONAL
ADDITIONALTIME
LEFTTURN
RIGHT
CALCULATEDLEFT
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PROPOSEDLEFT
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STREEIFNAME
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TURN TIME
TURN SIGHT
TURN SIGHT
TURN SIGNT
TURN SIGHT
(THROUGH)
(STOP)
(THROUGH)
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LEFT)
HIGHWAY
(SEC.)
GAP(SEC-)DISTANCE
(FT.)
DISTANCE (FT.)
DISTANCE (FT.)
DISATNCE(FT.)
(MPH)
GRANT DRIVE
ASPEN AVENUE
35
1.9
1.5
0.75
8.25
6.5
424.4625
334.425
425
335
GRANTDRIVE
PROSPECT PLACE
35
5
1.5
0.75
9.25
7
475.9125
360.15
480
365
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TOWN OF PITTSBORO UTILITY NOTIFICATION NOTES:
I THE OWNE CONTRACTOR SHALL NOTIFY THE TOWN OF X-FORO AT LEAST 48
IT OURS PRIOR TO BEG NNING ANY CONSTRUCTION ONCE CONSTRUCTON HAS
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4 EXISTINGVALVES SHALL BE OPERATED ONLY WITHA REPRESENTATIVE OF THE
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PIPE CORROSION POTENTIAL NOTES
I GEOTECHNOLOGIES, INC WAS REQUESTED TO PROVIDE THEIROPINION OF THE
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WATERLINE NOTE:
X MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECPON FOR THE WATERLINE, THEN CONTRACTOR TO
INSTALL 41 VERTICAL BENDS PER DETAIL.
SEWER NOTE:
AMINIMUMCOVEROF 4'SHALLBEPROVIDEDONALLPVCS 1 ANDPVC
SR26 SANITARYSEWER SPECIAL BEDDING IS REQUIRED FOR I4'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 105. IF 4' CANNOT BE
PROVIDED, THEN CONTRA CTOR SHALL NOTIFY ENGINEER'S
REPRESENTATIVE PRIORTO INSTALLATION.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE
SHOWNARE EXISTING UNLESS 0-
UTILITY ABBREVIATION LEGEND
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WATERLINE NOTE:
IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING
MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTORTO
INSTALL 45' VERTICAL BENDS PER DETAIL.
UTILITIES AND STORM DRAINAGE NOTE:
SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING
UN LESS OTHERWISE NOTED.
SEWERNOTE:
A MINIMUM COVER OF 4SHALL BE PROVIDED ON ALL PVC MDR 5AND PVC
SDR26 SANITARY SEWER SPECIAL BEDDING IS REQUIRED FOR 14'-20'
INSTALLATION DEPTHS SEE DETAIL ON SHEET 105. IF 4' CANNOT BE
PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEERS
REPRESENTATIVE PRORTO INSTALLATION.
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MXMINI AXIMUM PIPECLEARANCE DEFLECTANFOT BHA AEVEDWITEN CEXCEEDINGONTRACTOR
AMINI MUMCWERS REQUIRE FORPROVIDED 1420INONALLPVC SDR35ASE PVCAIL ON SANITARVS ILKC SCREENED BACK UTILITIESAND STORINDRAINAGE ALL GONSTRUGTION SHALLBEINAGGORDANGEWITH TOWNOFPITTaBORO ' �J \ \�\
INSTALL 4s VERTICAL BENDS PER DETAIL. BE PROVIDED, THEN CONTRACTOR SHAD NOTIFY ENGINEERS SEE DETAIL ON SHEET 1os. IF4cANNOT srlowN ARE EXISTING UNLESS OTHERWISE AND NcooT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS MAXIMUM PIPE DEFLEcnoN FOR THE WATERLINE, THEN coNTRACTORTo sPEaAL BEDDING IS REQUIRED FOR 14zowsTAunnoN DE
'S REPRESENTATIVE PRIOR TO INSTA LLATIOH NOTED.
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8.13

WATERLINE NOTE: SEWER NOTE: UTILITIES AND STORM DRAINAGE NOTE:
FMINIMUM CLEARANCE CANNOT BE ACHIEVED WI THOUTEXCEEDINA AMINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR35 AND PVC SDR20 SAN I"SEWER SCREENED BACK UTILITIES AND STORM DRAINAGE
MAXIMUM PIPE DEFLECPON FOR THE WATERLINE, THEN CONTRACTOR TO SPECIAL BEDDING IS REQUIRED FOR 14'-20'INSTALLATION DEPTHS SEE DETAIL ON SHEET105. IF4'CANNOT SHOWN ARE EXISTING UNLESS OTHERWISE
INSTALL 41 VERTICAL BENDS PER DETAIL. BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TOINSTALLATION. NOTED.
170-FES - 171-YI
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RFC RDDRAWINGNOTE:
1410 1. THIS RECORD DRAWING SET OF PLANS IS BASED ON FIELD
SURVEY PREPARED BY WITH ERSRAWNELINFORMATIONSHOWN
HEREON IS COMPRISED OF EXISTING AND PROPOSED
CONDITIONS AS ORIGINALLYAPPROVED BY THE TOWN OF
UTTSBORO UNLESS OTHERWISE NOTED.
2. THE SANITARY SEWER AND STORM SEWER ASSOCIATED WITH
441 CHATHAM PARKSECTION-, PH 1A HAVE BEEN PHYSICALLY
aCa.P o`e.
vvv5 19 2023
Revisions
440
wo
SURVEYED AND THIS PLAN REPRESENTS, TO THE BEST OF OUR
KN OWLEDGE, THE HORIZONTAL AND VERTICAL LOCATIONS OF
THESE UTILITIES.
3. TH E SANITARY SEWER AND STORM PIPE LENGTHS AS SHOWN
THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO
440 CENTER OF THE RESPECTIVE STRUCTURES.
4. THE WATERLINE AND RECLAIMED WATERLINE INFORMATION
SHOWN ON THESE PLANS IS FROM PERIODIC INSPECTIONS
CONDUCTEDTHROUGHOUT THE CONSTRUCTION PHASE OF THE
PROJECT. WITHERSRAVENEL MAKES NO GUARANTEE OF THE
SURVEYED ACCURACY OF THE WATERLINE AND RECLAIMED
ON
WATERLINE SHOWN.
5. WITHERSRAVENEL IS NOT HELD RESPONSIBLE FORINACCURACIES
IN PLANS DUE TO SKETCHES OR OTHER INFORMATION RECEIVED
FROM CONTRACTOR(S) THAT DO NOTACCURATELV REFLECT
FIN ISH ED CONSTRUCTION FI ELD CO NDITIONS.
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srlouLDE
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NTS APACHE TRAIL
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NOTE. PAVEMENT DESIGN SHOWN BASED ON
LETTERTITLED" RECOMMEND ED PAVEMENT
SECTONS GHATHAM PARK- SECTION 5.1"
DATED 724I18 BY GEOTECHNOLOGIES, INC.
AND SHALL BE APPROVED BY TOP.
GRADING NOTE. App 5' ADDITIONAL
SHouLDERWHERE LOTS ARE N OT PRESENT.
h
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4" L��IFOOT
M" VALLEY CURB AND GUTTER T-0" ROLLED CURB AND GUTTER (STANDARD) M" ROLLED CURB AND GUTTER (SPILL)
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* DENOTES THAT PLANTING STRIP AND SHOULDER
e° WIDTH VARIES TO ALLOW FOR TILE SIDEWALK TO
BASE GOURBE �ryo� �ryp� �° 1tn MEANDERAND TAPER T010' MULTIUSE TRAIL A
(TYP J NOTE. ROLLED SIDEWALK EASEMENT WILL BE PLACED 1' BEHIND THE
66' PUBLIC R/W, 38' B/B CURB MAY BE PAVEMENTDESION BACK OF SIDEWALK IN AREAS WHERE THE SHOULDER
INSTALLEDALONG 3"59ABC SB FALLS OUTSIDE THE RAW (SEE PLANS)
N15 ASPEN AVENUE (STA'. 20,I0 OO TO STA'. 22,10LOT FRONTAGES 8"00) ** DENOTES THAT MEDIAN WIDTH VARIES TO ALLOW FOR
THE TRANSITION TO THE NARROWER BRIDGE WIDTH.
NOTE. PAVEMENT DESIGN SHOWN BASED ON (SEE PLANS
LETTERTITLED" RECOMMENDED PAVEMENT
SECHONS GHATHAM PARK- SECTION 5I
DATED 724I18 BY GEOIECHNOLOGI ES, INC.
AND SHALL BE APPROVED BY TOP.
ExIs➢NG-.PRoposep GRADINGNOTE ADDIADDITIONAL
io]'RIGHT OF WAY �• SHOULDERWHERE LOTS ARE NOT PRESENT.
18MEDIAN
B-B — 20'B-B
SI➢EWAL 2.5� — Sou11' ---- II' -- II5 ° 5 11' 6 25, 5 UTILIN
SIDEWAL EASEMENT
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PAVEMENTDesIGN
B
GRANT DRIVE (107' PUBLIC R/W) 190B 10'ABG
STA. 10+50 TO 17+30
NOTE. PAVEMENT DESIGN SHOWN IS PRELIMINARY
AND SHALL BE APPROVED BY THE GEOTEGHNIGAL
NTS ENGI NEER AND BY THE TOWN OF PITT3BOR0.
VARIABLE WIDTH RIGHT OF WAY-
VARABLE WIDTH B I B **
31'B-B VARIABLE WIDTH MEDIAN 4'MINREEPLANS** 20'B-B
UTILITY
" 8* 6BVARIABLLWIEIH TURN11' 208% 2.0 5 EUTILIN
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LINE
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CBS LINE AGGREG4IE GAS LINE
GOMMUNIGAPON TON
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DUKEENERGV B1NE6 (TYP] DUKE ENERGY
RECLAIMED
ELECTRGAL 36„ L
18" 18"18" ELECTRGAL
WATERLINE WATERLINE 36"
R7 s^ coNDUIT R) s^ coNDUIT
R)4"CONDUIT CU CONCRETE UB CONCRETE
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PAVEMENTpESIGN
* WIDTHDENOTES THAT OPLANTING LLOWFSTRIP AND SHOULDER To GRANT DRIVE (VARIABLE PUBLIC R W 3"S95B
MEANDER A SIDEWALK
EASEMENT
SIDEWALKTO (t, / ) TO 9
0
6
MEANDER A BA K OF K DEWALKNT WILL BE PLACED 1' ` V 10"ABG
BEHIND
H OULLDERFALLS OUTS DEw HEERE" MEE LANE) VARIABLE RAW & MEDIAN STA. 17+30 TO 20+20
NOTE. PAVEMENT DESIGN SHOWNIS PRELIMINARY
** DENOTES THATLANEWIDTHVARES TOALLOWFOR
THE TRANSITION TO THE NARROWER BRIDGE WIDTH.
(BEE PLANS)
NTS
84' RIGHT OF WAY
VARIABLE WIDTH B I B-
UTILITY
EASEMENT g
UTILITY
GUARDRAIL STRIPED MEDIAN EASEMENT
sF (SEE z' zs E NE 1z' a
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PLANTING BIKE BIKE PLANTING s (SEE
SIDEWALK STRIP* 6LANE BANE 6�� STRIP* SIDEWALK PLANS 1
OOT1� 20S% 208% 20S% 2081 20 208% Loll% 2.081 Lol—% pQti
f
52OP£ FJ((S(O
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1b"CONOVII
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I B&GUTTER I[ IT
GRANT DRIVE (84' PUBLIC R/W )
VARIABLE MEDIAN STA. 20+20 TO 20+80 &
STA. 22+00 TO 23+10 *
UTILITY
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10' 8'* 25
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DENOTES THAT PLANTING STRIP AND SHOULDER
WIDTH VARIES TOALLOW FORIHE SIDEWALK To
MEANDER A SIDEWALK EASEMENT WILL BE PLACED 1'
BEHIND THE BACK OF SIDEWALK IN AREAS WHERE THE
SHOULDER FALLS OUTSIDE THE RAN. (SEE PLANS)
** DENOTES THAT MEDIAN WIDTH VARIES TO ALLOW FOR
THE TRANSITION TO THE NARROWER BRIDGE WIDTH.
(BEE PLANS)
DENOTES A TRANSITION FROM SIDEWALK III WIDTH) TO
MULTIUSE TRAIL (10' WIDTH)ATSTA. 23+0746 T023,4498.
(SEE PLANS
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GRANT DRIVE (84' PUBLIC R/W )
STA. 25+80 TO END
NTS
PAVEMENTpESIGN
B
0B
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NOTE. PAVEMENT DESIGN SHOWN IS PRELIMINARY
AND SHALL BE APPROVED BY THE GEOTECHNICAL
EN GINEERAND BY THE TOWN OF PITTSBORo.
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EASEMENT
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—P RANTING s 2"
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EASEMENT
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AND SHALL BE APPROVED BY THE GEOTEGHNIGAL
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036348
10.1

TOWN OF PITTSBORO
ENGINEERING -PLANNING -PUBLIC WORKS
DATE: June 1, 2023
APPLICANT NAME: Chatham Park Investors, LLC
APPLICANT ADDRESS: 105 Weston Estates Way, Cary, NC, 27513
r%koNjo-
SUBJECT: APPROVED AS -BUILT RECORD DRAWINGS CHATHAM PARK SECTOIN
7.1 PHASE iA — CD-2020-08
Please be advised that the as -built record drawings dated 5/22/2023 for Phase lA of the above -
referenced project have been reviewed and approved by the Town of Pittsboro Staff.
Please contact me with any questions or concerns at [e-mail].
Sincerely,
ct-
Kent Jackson, PE
Engineering Director

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
INSTRUMENT #
EXCISE TAX
Type Of Instrument: Special Warranty Deed
Prepared By: Kenneth L. Eagle, 2235 Gateway Access Point, Suite 201, Raleigh, NC 27607
Mail To/Hold For: 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, Box 8000, Cary, NC 27513
0171
07090
$8,455.00
(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, 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
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.

:1• 1 .:
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
c
By: tf 2
Name: —rc rv.urwr, R. r . -rl,
Title: Manager
North Carolina, Wake County
I 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: `Ti w-Q+ R S ti, . + .
Date: J_ to n s
Notary Public Printed/Typed Name: K11 i e+ L,
My Commission Expires: TL )Y. / O 7 o dt D
ZO

:1• 1 .•
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 14268.35 feet from N.C.G.S. Survey Monument
"Admin", said Monument having NC grid coordinates NAD 83 (2011) ofN=717,171.90 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 122.91feet to an iron pipe set;
(2) North 79 degrees 59 minutes 27 seconds East 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 East 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;
(1 I) South 3ldegrees 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 (11) 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 Russett 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_14163).

BK1809PG0171
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.

1567
0800 FILED
CHATHAM COUNTY NC
TREVA B. SEAGROVES
REGISTER OF DEEDS
FILED May 24, 2011
AT 04:22:43 pm
BOOK 01567
START PAGE 0800
END PAGE 0803
INSTRUMENT # 04848
EXCISE TAX $6,950.00
800K � � 6 7PAGED$d(j
Excise Tax $6,950.00 Tax Parcel Nos, Tracts 1 and 2 0007101
Tract 0060745
Tract 4 0080309
Tract 5 0080308
Tract 0078535
Instrument Prepared By and Mail To: Kenneth L. Eagle, 2403 Wesvill Court, Suite 340, Raleigh, NC 27607
NOTE: The Property conveyed by this Deed does NOT include the primary residence of the Grantor.
NORTH CAROLINA GENERAL WARRANTY DEED
t-k
THIS DEED is made this zi "day of May, 2011, by and between:
GRANTOR: Ricky Spoon Builders, Inc.
Address: 2475 Redbud Road Extension, Pittsboro, NC 27312
GRANTEE: Chatham Park Investors LLC
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.)
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, lying and being in Chatham County, North Carolina, and being more particularly described as
follows (and hereinafter being referred to as the "Property"):
-SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED BY REFERENCE.
The Property was acquired by Grantor by instruments recorded in the Chatham County Registry in Book 960, Page
491 (Tracts 1 and 2), Book 990, Page 343 (Tracts 3, 4, and 5), and Book 876, Page 487.
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.

1567
0801
BOOK 15 6 7 PAGE 0 8 01 Warranty Deed
Page 2
AND THE GRANTOR covenants with the Grantee that Grantor is seized of the Property in fee simple, has the right
to convey the same in fee simple, that the title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever, except for the following exceptions:
1. Ad valorem property taxes on the Property for 2011 and subsequent years.
2. Rights of way, easements, and restrictions of record in Chatham County that affect any part or all of the Property.
AND the Grantor conveys to the Grantee, without any warranties, all right, title, and interest that the Grantor has in
and to the real property described on Exhibit B attached hereto and incorporated by reference.
IN WITNESS WHEREOF, the Grantor, which is a North Carolina corporation, has caused this instrument to be
signed in its corporate name by its duly authorized official.
Ricky Spoon Builders, Inc.
By: flf VA'
Ricky V. Spoon,
President
Chatham County, North Carolina
I certify that the following person personally appeared before me this day and acknowledged to me that he or she
executed the foregoing document in the capacity indicated: Ricky V. Spoon.
c_
Date: `�,y . -0 Lk
(affix seal or sta p here
Notary Public f
BARBARA E ELLES Printed/TypedName:�r, e. -4. 6 t: ( t<S
NOTARY PUBLIC My Commission Expires: y Z 1 2U c /
WAKE COUNTY, NC
My Conxnis w Expires 7-11-2011

1567
0802 Warranty Deed
BOOK 156 7 PAGE 0 8 0 2 Page 3
EXHIBIT A
PROPERTY DESCRIPTION
LYINGAND BEING in Chatham County, North Carolina, adjoining the eastern margin ofthe rights ofway of Suttles
Road (North Carolina State Road 1809) and/or Russet Run Road (North Carolina State Road 1658), and being more
particularly described as follows:
Tract 1:
Tract 1, containing 179.856 acres, more or less, as shown on a plat recorded in the Chatham County, North Carolina
Registry in Plat Book (or Slide) 2002, Page 407, said plat being incorporated by reference as if fully set out herein.
Tract 2:
Tract 2, containing 0.261 acre, more or less, as shown on a plat recorded in the Chatham County, North Carolina
Registry in Plat Book (or Slide) 2002, Page 407, said plat being incorporated by reference as if fully set out herein.
Tract 3:
Tract B, containing 2.151 acres, more or less, as shown on a plat recorded in the Chatham County, North Carolina
Registry in Plat Book (or Slide) 22, Page 79, said plat being incorporated by reference as if fully set out herein, LESS AND
EXCEPT the portion thereof conveyed to the North Carolina Department of Transportation by deed recorded in the Chatham
County, North Carolina Registry in Book 693, Page 432, said deed being incorporated by reference as if fully set out herein.
Tract 4:
Tract 3, containing 2.13 acres, more or less, as shown on a plat recorded in the Chatham County, North Carolina
Registry in Plat Book (or Slide) 19, Page 6, said plat being incorporated by reference as if fully set out herein.
Tract 5:
Tract 2, containing 2.93 acres, more or less, as shown on a plat recorded in the Chatham County, North Carolina
Registry in Plat Book (or Slide) 19, Page 6, said plat being incorporated by reference as if fully set out herein.
(Note: Tracts 3, 4, and 5 also are shown on a plat recorded in the Chatham County, North Carolina Registry in Plat Book (or
Slide) 2003, Page 19, said plat being incorporated by reference as if fully set out herein. Tract 1 on this plat is Tract 3
described herein; Tract 2 on this plat is Tract 5 described herein; and Tract 3 on this plat is Tract 4 described herein.)
Tract 6:
That certain tract of land containing 25.739 acres, more or less, as shown on a plat recorded in the Chatham County,
North Carolina Registry in Plat Book (or Slide) 2001, Page 223, said plat being incorporated by reference as if fully set out
herein.

1567
0803
BOOK 15 6 7 PACE o s a 3 Warranty Deed
Page 4
EXHIBIT B
REAL PROPERTY CONVEYED WITHOUT WARRANTIES
1. All of "Tract I ", containing 2.018 acres, more or less, all of "Tract 2", containing 2.177 acres, more or less, and
all of "Tract 3 ", containing 2.930 acres, more or less, as said Tracts are shown on a plat recorded in the Chatham County,
North Carolina Registry in Plat Book 2003, Page 19, said plat being incorporated by reference as if fully set out herein.
(Note: This is the most recently recorded plat of Tracts 3, 4, and 5 described on Exhibit A to this Deed).
2. ALL of that certain strip of land lying west of Tract No. 1, containing 83.12 acres, more or less, GUNTER-
KNIGHT LAND SUBDIVISION, according to the plat and survey thereof, as recorded in Plat Slide 89-230, Chatham County
Registry, and east of that tract of land containing 25.739 acres, more or less, as shown on Plat Slide 2001-2003, Chatham
County Registry. (For back title, see deeds recorded in the Chatham County, North Carolina Registry in Book 880, Page 511
and in Book 876, Page 489.)

BK 2319 PG 0466 FILED ELECTRONICALLY
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED Aug 09, 2022
AT 08:38:15 AM
BOOK 02319
START PAGE 0466
END PAGE 0466
INSTRUMENT # 09477
EXCISE TAX $0.00
Instrument prepared by
and return to: Kenneth L. Eagle, Morris Eagle Law PLLC, 105 Weston Estates Way, Cary, NC 27513
CORRECTIVE AFFIDAVIT
Giving notice of nonmaterial typographical or other minor error pursuant to
North Carolina General Statutes Section 47-36.1
Title of Original Instrument: Deed
Date of Recording: May 24. 2011
Recording Book and Page: Book 1567, Page 800, dated May 24, 2011, and recorded in the office of the
Register of Deeds for Chatham County, NC on May 24, 2011 at 04:22:43 P.M.
Original Parties to the Instrument:
Grantor: Ricky Spoon Builders, Inc.
Grantee: Chatham Park Investors LLC
Now comes the undersigned, who being first duly sworn states the following:
1. I am an attorney licensed to practice law in the State of North Carolina.
2. I prepared the above -referenced Deed.
3. The following two typographical errors appear in the Exhibit B, no. 2 in the Deed:
a. The reference to Plat Slide 89-230 should be to Plat Slide 89-430. The back title deed
recorded in Book 880, Page 511 that is referenced in tlris Deed correctly refers to Plat Slide 89-430.
b. The reference to Plat Slide 2001-2003 should be to Plat Slide 2001-223. The back title
deed recorded in Book 876, Pjgq 489 that is referenced in this Deed, off ectly refers to Plat Slide 2001-223.
Signature of the Affiant: g L °
Printed Name: Kenneth L. Eagle
State of North Carolina, County of Brunswick
Sworn to and sub ibe e me this 3 day of s�, 12022.
Notary Public:
Printed Name: e
SUSAN STILLER
Notary Public
My commission expires: 17,3 Brunswick Co., North Carolina
My Commission Expires July 10, 2023
(affix seal or stamp here) -
submitted electronically by "Morris Eagle Law PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Chatham county Register of Deeds.

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
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 Pittsboro
Mailing address: PO Box 759
City: Pittsboro State: NC Zip: 27312-
Telephone number: [phone] Email Address: kjackson&ittsboronc.gov
2. Signature authority's name: Kent Jackson (per 15A NCAC 2U .0106) Title: Assistant Town Manager, Eng. Director
3. Applicant type (check all that apply):
® Government > ❑ Federal ❑ State ® Municipal ❑ County
❑ Individual
❑ Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC Utilities Commission's Water and Sewer Division Public Staff stating an application for a
franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM: HOA ); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement l FORM: DE V l
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .01051ea[2 ? ❑ Yes or ® No
FORM: RWPI 06-16 Pagel of 3

II. PROJECT INFORMATION
1. Application type: Minor Modification (See Instruction B) Fee Submitted N/A (See Instruction B)
2. For modifications, provide the existing permit number: WQ0042506 and most recent issuance date: 7/28/2021
3. Provide a brief description of the activities proposed for permitting: Minor Modification for Authorization of Operation
4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date
Date Submitted
Approved
Permit/Certification No.
Agency Reviewer
Collection Sr stem l Q >
200.000 GPD
N/A
Dam Safely
N/A
Erosion & Sedimentation
Control Plan
6/13/2022
8/3/2022
LDP 21-32/WP-21-126
Justin Hasenfus,
Chatham County
Nationwide 12 / Section 404
N/A
Pretreatment
N/A
Sewer S, stem
7/30/2021
10/6/2021
WQ0042709
Jason Robinson,
NCDEQ
Stormwater Management Plan
12/10/2021
12/20/2021
SWP-2020-012
Kent Jackson,
Town ofPittsboro
Other: Water Main Extensions
2/5/2021
5/7/2021
21-00162
Tresha Price,
NCDEQ
✓ For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project, please provide documentation of permit approval or final certification. Note: This application may be
considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non -
conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)[ 10 f. Provide the location in application package where this documentation is
located: ; or explain why this item is N/A.
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01 C?
Yes ❑ No
Include one of the following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ❑ Yes or ® No
✓ If yes, specify which portion(s) of the project are affected?
✓ If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Page 2 of 3

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I, Kent Jackson Assistant Town Manner, Endneering Director
(signing authority name — PLEASE PRINT) (title)
attest that this application for Section 7.1 Residential Subdivision Phase 1
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall 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.
Date: - ��r2?� �-
FORM: RWPI 06-16 Page 3 of 3

A-01 WithersRavenel
Our People. Your Success.
July 12, 2023
NCDEQ
Non -Discharge Branch
512 S. Salisbury Street
Raleigh, NC 27601
ATTN: Mr. Nathaniel Thornburg
RE: Chatham Park Section 7.1 Residential Subdivision Ph. 1
Permit Minor Modification - Permit # WQ0042506
Dear Mr. Thornburg,
On behalf of Chatham Park Investors LLC, please find the attached documentation in support of a Minor
Permit Modification Request for the reclaimed water main extension permit for the above referenced
project.
The Minor Permit Modification request includes documentation of Ownership for easements and Right-of-
way to supplement the previously permitted Authorization to Construct. The request is to modify this
permit to authorize both construction and operation of the permitted facilities.
Included with this submittal are one original and two copies of the items listed below:
Recorded Plat (18X24)
Record Drawings and Town of Pittsboro Approval Letter
Deed showing Property Ownership
Minor Permit Modification Request (RWPI 06-16), signed by the Town of Pittsboro
This Cover Sheet clarifying Modification Request
Engineering Certification
Existing Permit (#WQ0042506)
2 Thumb Drives with all deliverables
Please sign the following form, as Applicant, and return a signed copy via email to
[e-mail] with a copy to [e-mail] and [e-mail]:
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 336-339-3970 or [e-mail].
Sincerely,
WithersRavenel
"'&4606� aw�
Gareth C. Avant, PE
Senior Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

DocuSign Envelope ID: 56BC746A-C4EA-47D5-9942-044COEFBC364
Permit No. WQ0042506 Reclaimed Water Distribution
Town of Pittsboro July 28, 2021
Grant Drive RWDL Chatham County
ENGINEERING CERTIFICATION
❑ Partial ❑X Final
1 Gareth C. Avant, PE , as a duly licensed North Carolina Professional
Engineer, having ❑X periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
Gareth C. Avant, PE
°"O00100000000p00
.\ N C A° R p 0000
Professional Engineer's Name
WithersRavenel, Inc.
F-1479
o°°t� °°°°° °°°°�� °o
° ° o0
Firm Name
Firm No.
= o �pFESS/p�
° SEAL l °°
115 MacKenan Drive
0 036348 o
Address
ooG� NG IN E��° �A,
Ca ry,
NC
27511
DocuSigned�WA'1�`°°°
G �,o�a°TN C°6/16/2023
9FDF37DCC7FA415...
City
State
Zip Code
336.339.3970
gavant(@withersravenel.com
Telephone
Email
Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0042506 Version 1.0 Shell Version 200201 Page 6 of 6

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
CHRIS KENNEDY — TOWN MANAGER
TOWN OF PITTSBORO
POST OFFICE BOX 759
PITTSBORO, NORTH CAROLINA 27312
Dear Mr. Kennedy:
NORTH CAROLINA
Environmental Quality
July 28, 2021
Subject: Permit No. WQ0042506
Grant Drive RWDL
Reclaimed Water Distribution
Chatham County
In accordance with your permit application request received May 10, 2021, and subsequent
additional information received June 28, 2021, we are forwarding herewith Permit No. WQ0042506 dated
July 28, 2021, to the Town of Pittsboro for the construction only of the subject reclaimed water distribution
facilities.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Vivien Zhong at [phone] or
vivien.zhonggliedenr. gov.
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
cc: Chatham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Nicholas J. Antrilli, PE — WithersRavenel, Inc. (Electronic Copy)
Lesley R. England, PE — WithersRavenel, Inc. (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
D ��� North Carolina Department of Environmental Quality i Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CAROLINI�
©ewmwM or rnvinmmmi o�ai` r 919,707,9000

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER DISTRIBUTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Pittsboro
Chatham County
FOR THE
construction only of a reclaimed water distribution system extension consisting of:
2,577 linear feet (LF) of 4-inch PVC reclaimed water distribution line; and all associated piping, valves,
controls, and appurtenances
to serve the Grant Drive RWDL, with no discharge of wastes to surface waters, pursuant to the application
received May 10, 2021, subsequent additional information received June 28, 2021, and in conformity with
the Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the following
conditions and limitations:
I. SCHEDULES
Upon completion of construction and prior to operation of the permitted distribution facilities, the
Permittee shall submit an engineering certification from a North Carolina licensed Professional
Engineer certifying that the permitted facilities have been constructed in accordance with G.S. 143-
215.1, Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans
and specifications. For phased and partially certified facilities, the Permittee shall retain the
responsibility to track further construction approved under this permit, and shall provide a final
engineering certification upon project completion. Mail the Engineering Certification to the Division
of Water Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or
Non-Dischar.ge.Reports&ncdenr.gov. [15A NCAC 02T .0116(a)]
2. The facilities permitted herein are for construction only. The permittee shall submit the following
documentation as a minor permit modification request:
a. Easements for all the properties on which the distribution line is to be located.
b. A map showing the distribution line and all properties with a table referencing all easements (Deed
Book and Page).
Mail the documentation to the Division of Water Resources, Non -Discharge Branch, 1617 Mail Service
Center, Raleigh, NC 27699-1617, or Non-Dishcarge.Reports&ncdenr.gov [15A NCAC 02T .0116(a)]
WQ0042506 Version 1.0 Shell Version 200201 Page 1 of 6

Operation of the reclaimed water distribution facilities shall be contingent upon construction and
operation of permitted reclaimed water distribution lines immediately upstream and downstream of the
reclaimed water distribution facilities permitted herein. Specifications for future upstream and
downstream reclaimed water distribution lines shall include quality assurance testing procedures, which
shall be adhered to prior to operation of the reclaimed water distribution facilities permitted herein.
[G. S. 143-215.1 ]
IL PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject reclaimed water distribution facilities so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, the Permittee shall take immediate corrective actions, including
Division required actions, such as the construction of additional or replacement reclaimed water
distribution facilities, or cessation of reclaimed water distribution. [15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Construction of the reclaimed water distribution facilities permitted herein shall be scheduled as not to
interrupt service of existing utilities. [15A NCAC 02T .0108(b)(1)(A)]
4. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the public
or employees that the water is not intended for drinking. [15A NCAC 02U .0403(b)]
5. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines, fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe; and
c. Existing underground distribution systems retrofitted for the purpose of convey reclaimed water
shall be taped or otherwise identified as noted in IL5.a. and IL5.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[15A NCAC 02U .0403(c)]
6. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
7. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked vaults with standard hose bib services, other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non -potable water. [15A NCAC 02U .0403(e)]
8. There shall be no direct cross -connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
WQ0042506 Version 1.0 Shell Version 200201 Page 2 of 6

9. Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 18 inches below
any water line if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards in accordance with 15A NCAC 18C. [15A NCAC 02U
.0403(h)]
10. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well. [15A NCAC 02U .0403(i)]
11. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .04030)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02U .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A sampling and monitoring plan to evaluate quality of reclaimed water within the distribution
system to provide quality assurance at the time of reuse, and specify actions to be taken in response
to unsatisfactory monitoring results;
c. A map of all reclaimed water distribution lines;
d. A description of anticipated maintenance of the system;
e. Provisions for safety measures, including restriction of access to the site and equipment; and
f. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies.
[15A NCAC 02U .0801(a)]
Only reclaimed water generated from Chatham Park Water Recovery Center (Permit No. WQ0039375)
shall be conveyed in the reclaimed water distribution facilities permitted herein. [15A NCAC 02U
.0101]
WQ0042506 Version 1.0 Shell Version 200201 Page 3 of 6

IV. MONITORING AND REPORTING REQUIREMENTS
The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Any failure rendering the reclaimed water distribution facilities incapable of adequately conveying
the reclaimed water (e.g., mechanical or electrical failures, line blockages or breaks, etc.).
b. Any failure resulting in a discharge to surface waters.
c. Any discharge to land surface greater than or equal to 5,000 gallons. The Permittee shall document
discharges less than 5,000 gallons to land surface, but do not require Regional Office notification.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water distribution facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water distribution facilities to prevent malfunctions, facility
deterioration, and operator errors that may result in discharges of wastes to the environment, threats to
human health, or public nuisances. The Permittee shall maintain an inspection log that includes the
date and time of inspection, observations made, and maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request. [15A NCAC 02U .0801(h), 02U
.0801(1)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water distribution facilities permitted herein at any
reasonable time for determining compliance with this permit. Division authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit, and may collect
groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0042506 Version 1.0 Shell Version 200201 Page 4 of 6

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Penmittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
I. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants; or
d. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
Permit issued this the 28`" day of July 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0042506
WQ0042506 Version 1.0 Shell Version 200201 Page 5 of 6

Permit No. WQ0042506
Town of Pittsboro
Grant Drive RWDL
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
Reclaimed Water Distribution
July 28, 2021
Chatham County
I, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
Professional Engineer's Name
Firm Name
Firm No.
Address
City JL
State
Zip Code
Telephone
Email
Seal, Signature, and Dateaj
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special DelivM
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0042506 Version 1.0 Shell Version 200201
Page 6 of 6

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