20191706 Ver 2_SAW-2019-02442 NWP3 Verification_20210210

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-02442 County: Mecklenburg U.S.G.S. Quad: NC -Charlotte West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Duke Energy
Kelsev Pace
Address:
4720 Piedmont Row Drive
Charlotte, NC 28210
Telephone Number:
704-731-4502
E-mail:
kelsey.pace(a duke-energy.com
Size (acres) 42.43 Nearest Town Charlotte
Nearest Waterway Coffey Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.1792
Longitude:-80.9368
Location description: The project area begins near the terminus of Coffey Point Drive and continues south along Coffey Creek
for approximately 2.8 miles.
Description of projects area and activity: This verification authorizes the grading and placement of fill material in 12.713 acre of
wetlands and 1,916 linear feet of stream to facilitate the replacement and improvement of an existing gas transmission line.
The project would result in the permanent conversion of 0.893 acre of forested wetlands and temporary impacts to 1,914
linear feet of stream.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 3. Maintenance
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 11/14/2019, the additional information submitted on 1/2S/2020, and the enclosed
plans Sheets 1-17 and 12A dated 9/24/2019. Any violation of the attached conditions or deviation from your submitted plans
may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal
action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide pen -nit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. if the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the perm ittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David L. Shaeffer at 704-510-1437or david.l.shaeffer(ausace.army.mil.
• ~ Digitally 0.05.1 1 SH :15-04.DAVID.LEIGH.126°75°573
Corps Regulatory Official: Dace:°�°.°5.,4,532:,5-°4°° Date: 5/14/2020
Expiration Date of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
littp://corpsmapu.usace.ann),.mil/cm_apex/t'?p=136:4:0
Copy furnished:
Agent: Duke Energy
Kelsev Pace
Address: 4720 Piedmont Row Drive
Charlotte, NC 28210
Telephone Number: 704-731-4502
E-mail: Kelsey. Dacenduke-energy.com

SAW-2019-02442
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2019-02442 County: Mecklenburg
Permittee: Duke Enemy, Kelsey Pace
Project Name: Piedmont Natural Gas Line 470 - Phase I
Date Verification Issued: 5/14/2020
Project Manager: David L. Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David L. Shaeffer
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
david.l.shaeffer*usace.army.mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

Compensatory Mitigation Responsibility Transfer Form
Permittee: Duke Energy, Kelsey Pace Action ID: SAW-2019-02442
Project Name: Piedmont Natural Gas Line 470 - Phase I County: Mecklenburg
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050103, Catawba River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.89
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050103 Expanded Service Area
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
1.78
Mitigation Site Debited: NCMDS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Na
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing, and able to accept the applicant's
compensatory mitigation responsibility. dated 11/13/2019 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: todd. tugwell@usace. army. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David L. Shaeffer
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
Digitally signed by
.� 3HAEFFER.DAVID.LEIGH.126075057
Date: 2020.05.1415:33:37-04'00'
USACE Project Manager Signature
5/14/2020
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

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Li
S16°46'33"E
17.96'
L11
S01°53'29"W
19.53'
L21
509°41'50"E
16,44'
L31
S05°07'50"E
22,36'
L42
N13"22'26"W
13.76'
L52
N44°33'4i"W
1.30,
L2
N33°32'11"W
7.77'
L12
S33°43'44"E
24,04'
L22
S13°52'06"E
53.57'
L32
504°04'54"E
31.64'
L43
S26°51'37"E
3.43'
L53
N17°37'12"W
49,42'
L3
N48.13'37"W
31.67'
1_113
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26.93'
L23
317"46'19"E
46.72'
L33
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35.98'
L44
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4.71'
L54
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53.38'
L4
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15.21'
L14
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24.38'
L24
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35.81'
L34
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53.91'
L45
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34.95'
L55
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14.00'
L5
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30.46,
L15
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22.08'
L25
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54.17'
L35
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38.97'
L46
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51,59'
L16
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22.21'
L26
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56.21'
L36
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45.83'
L47
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37.43'
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14.38'
L7
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7.50'
L17
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12.85'
L27
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35.38'
L38
S44°33'41"E
44.76'
L48
N13"22'26"W
32.29'
L8
835°43'54"W
4.36'
L18
S28"46'16"W
6.33'
L28
S15"13'17"E
30.06'
L39
S43°45'34"E
35.86,
L49
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11.67'
L9
S13'13'55"E
11.43' 1
L19
528"46-16"W
23.61'
L29
S18°51'25'E
33.99'
L40
S22°54'00"W
18.33'
L50
S06°50'54"E
34.69'
L10
S35°43'54"W
32.74
L20
S31'37'34"W
29,91'
L30
S14°11'53"E
46.24'
L41
N08"06'10'W
82.91'
L51
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41.21'
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TEMP. IMPACT
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SB-3
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LEGEND
GENERAL NOTES
`11>t i r r r
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
OS SANITARY SEWER MANHOLE
1 BYO EN CUT UNLESS O. PIPE INSTALLATION THERWISE RW SEUGH NOTED JURISDICTION BOUNDARY
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SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
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2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
�- . • P, �` /
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REFLECTS THE DELINEATION EVIDENCE PROVIDED BYFtL
ENERGY. Natural Gas
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NC FIRM LICENSE NO. C-1362
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BEARING
LENGTH
LINE
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LENGTH
LINE BEARING LENGTH LINE BEARING LENGTH \
A NC GENERAL PARTNERSHIP
L72 S29°37'51'E 30.04' L82 S08°56'22"W 10.71' D.B.9540. PG. 535
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L35
S15°22'2$"E
38.97'
L60
S36°25'06"W
9.85'
L90
N10°17'19"W
15,66'
L105
N17°3T15"E
7.99'
P.B. 27, PG. 451 LOT 370
\
L36
S13°42'26"E
45.83'
L61
S11°53'24"E
41.99'
L73 SO4°00'34'E 63.77' L83 S25°06'10"W 8.7T
L91
N64'07'58"W
17.25'
L106
N40°02'29"W
22.05'
PIN:14106127
L74 S15°4954"W 23.74' L84 N15°51'15"E 276.23' \ KEELY A. GRICE
D.B. 29005, PG. 316
L37
S17'10'07"E
35,64'
L62
S11 °53'24"E
9.01,
L92
S82°21'22"E
17,99,
L107
N08°06'10'W
9.64'
L38
S44°33'41"E
44.76'
L63
N52°27'49"W
48.74'
L75 S65'32'02"E 8.56' L85 NO2°38'25"E 2.13' P. 24, PG. 300 LOT 37A
L76 S38'24'03"E 18.96' L86 NO2°38'25"E 2.49' \
L77 S06°05'52"W 90.45' L87 S31'52'45"W 22.44'
L93
S62°21'22"F
17.67'
L108
N30°28'14"W
15.62'
L39
S43°45'34"E
35.86'
L64
N70°21'37"W
6.35'
L94
N62°44'00"E
2.28'
L109
N30°28'14"W
16.04'
L51
SOB°32'06"L
41.21'
L65
N48`29'24"W
29.24'
L95
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24,73'
L506
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49.70'
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L52
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1.30,
L66
N09'06'S9"W
35,07'
L96
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50.70'
L607
S02°13'54"W
4.88'
THE COUNTY OF
L79 N10°17'19"W 2.85' L89 N35°28'57"E 20.35' MECKLENBURG
L53
N17°37'12"W
49.42'
L67
N59°57'25"W
7.67'
L97
N06°15'50"W
44.74'
L508
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23,43'
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E: 1,421,862.23 D.B. 4658, PG. 478
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L56
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57.45'
L68
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4.19'
L98
N14°27'03"W
42,11'
L509
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24,19'
L57
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33.92'
L69
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L58
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53.69'
L70
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57.09'
L100
N12°02'35"W
37.49'
L511
NO3°47'02"W
16.51'
L59
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16.93'
L71
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16.71'
L101
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12.07'
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N23°41'19"W
21.40'
Lida
Sfi5°3Z'02"E
24.d1'
L514
N30°50'05'W
16.16'
'
53g 58 L62 _ Cf L�6.
CC,"' S�
L104
S02°38'25"W
3.78'
L515
S70°21'37"E
2.74'
D.B. 9540,
P.B. 27, PG.
PG.
451 LOT
535
37C
I - r to
L s� w v65p Soy 4 S� 1�?il� - ` _
#4RFBRR
' VVC I LAI'4U VVA' 6�•' h�
u.-
C!) U) N; 524,976.19Cb
cr
~ 11 /�
JL53.L51LpWE7L4N1?"WA r16`L - - - - v
sa ✓ I u' 508O6'0E8568,
L36
�_ - - �`-�-•C� `cam -� -� - - o�,r� - �� �� . �'�'
S-�sg N08-06
SB-5
fi
7.
-k N-IN
G �
LINE TABLE
LINE
BEARING
LENGTH
L516
N23°50'08"E
15A4'
L517
N26°44'28"E
15.07'
L518
N10°27'31"E
15.00,
L519
N06'03'11"W
21.75'
L520
N12°26'40"W
15.66,
L521
N01°34'15"E
20.83'
WETLAND & STREAM IMPACTS
WETLAND "WA"
WETLAND "WEI"
STREAM "SA"
PERM. IMPACT
7.416 S.F.10.170 AC.
4,426 8.F.10.102 AC.
0 S.F.10 AC.
TEMP. IMPACT
78,051 S.F./ 1.792AC.
124,535 S.F.12,859 AC.
103 S.F./ 0.002 AC.
LINEAR IMPACT
21 L.F.
Sg
�Sa. SQ24 -CsOj _ � sB ZS+T
10T L1O0'WETLAND "WB� -` sg23=si'
78 L98 `Se� _• .
�s83r' pGS60�NT (� C5 382sr��»82y,
?Z' z _
� � 1
IYYY
LINE
SWIM BUFFER IMPACT
SB-4
SB-5
SB-6
SB-7
SB-8
PERM. IMPACT
695 S.F.
0 S.F.
0 S,F.
2,521 S.F.
0 S.F.
TEMP. IMPACT
2,771 S.F.
58 S.F.
1,004 S.F.
20,536 S,F.
15,144 S,F,
hV7.
TABLE
LINE
BEARING
LENGTH
L522
N05°46'39"E
23,14'
L523
N11 °43'14" E
19,52'
L624
N17°04'50"E
17.91'
L525
N19°27'53"E
16.40'
L970
N38°01'58"W
6.14'
L971
N09°24'16"W
7.14'
Q) Cn
ZE iz
M ITI
M -m-I
9
S -
L yo4 sa -�i
r S9
INAVAVAWAVAVAVA
'A VfVAeVAVf
MWAII RN\II lAl
• • •
r a
LEGEND
A 5 SANITARY SEWER MANHOLE
O
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
\\I I''' I I11/1
H c AR //r I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
\� � r O �/ SUPERVISION AND THATTHE WETLANDS SHOWN HEREON
�' DUKE Piedmont
�011
0 COMPUTED POINT RBBAR FOUND
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
\� 0 • '�/ REFLECTS THE DELINEATION EVIDENCE PROVIDED BYFZI
'FESSj
ENERGY. Natural Gas
SUBJECT BOUNDARY LINE
INSTALLATION OF NEW LINE 470.
0. `y%KLEIN RINJUNEOF2019.
� �••'� �
suFtuEVING &conlsULnrvG
REGIONAL LAND SURVEYORS, INC.
ADJOINERBOUNDARY LINE
••�'
WEST MARKET STREET, SUITE 100
COPYRIGHT4a7B
- - - - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
SEAL �.
8642
GREENSBORO. NORTH CAROLINA 27409
JURISDICTIONAL BOUNDARYS OF
SB SB SWIM BUFFER
= . f L-4649 I ID A. CLARK. PLS L-4649
NC FIRM LICENSE NO. C-1362
LINE 470 PHASE 1
- - - -- - NEW PERMANENT EASEMENT
- - - - EXISTING EASEMENT
Ix 4 •
'.V lwv?n. -Z
PIPELINE REPLACEMENT PROJECT
DRAWN BY: SRM
LCS: 115754-006730
DATE: 09l24i2019
REVISIONS
G G EXISTING GAS LINE Dg pEEp BOOK
- 6- - G- - NEW PIPELINE
PB PLAT BOOK
% • •
�i� 1 . ��
� ` � U��; • ��
CHARLOTTE, MECKLINBURG COUNTY
NORTH GAROLINA
JOB NO, 1852.0o
SCALE: 1' =60'
- - WETLAND
55 55- -- SEWER LINE
`�
i�r�p A, CO'
IR# 0228020 SHEET 2 OF 17
rY PG PAGE
TREE LINE
`�\�
r►11I��ti►�
s0 30 a 60

fi 4o�NS Ap
�a� 1
GREEN
Q SITE •�ARK CIR
VICINITY MAP (NOT TO SCALE
1/
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L77
S06°05'52"W
90.45'
L91
N64°07'58"W
17.25'
L1i6
N60°08'42"W
40,55'
L125
N25"04'36"W
10.77'
L134
N35°39141"E
17.23'
L143
N07°53'58"E
21.08'
L78
N11°30'20"E
43.01'
L104
S02'38'25W
3.78'
L117
S77°44'53"W
10.99'
L126
N01°40'50"E
10.18'
L135
N57'28'50"E
26,52'
L144
N04°12'45"E
27.72'
L79
N10°17'19"W
2.85'
L105
N17°3T15"E
7.99'
L118
S15°09'57"W
20.39'
L127
S01 °40'50"W
8,40'
L136
N32°31'10"W
4.00'
L146
N13°00'08"F
14.64'
L80
N10°17'19"W
44.35'
L110
S14°56'26"W
32.81'
L119
S28°45'37"W
16.98'
L128
N01°40'50"L
37.25'
L137
S57'28'50"W
27.29'
L146
N43°25'13"E
14,08'
L81
S27°54'37"E
28.43'
L111
S14°56'26"W
25-12'
L120
S07°35'37'W
19-98'
L129
S63'57'13"E
24,32'
L138
535°39'41"W
14,97'
L147
877°44'53"W
12.79'
L82
S08°56'22"W
10.71'
L112
515°09'57"W
29.40'
L121
S07°35'37"W
19.42'
L130
N83"25'20"E
22.29'
L139
S01 "40'S0"W
25.39'
L148
N07'05'41"E
4.24'
L83
S25°06'10"W
8.77'
L113
N77"44'53"E
10.45'
L122
S13°08'29"E
45.81'
L131
N06"34'40'W
4.00'
L140
N15°04'31"W
8.32'
L149
N77°4453"E
13.46'
L85
NO2°38'25"E
2.13'
L114
S60°08'42"E
42.09'
L123
N01°59'15'E
10.60'
L132
S83°2620"W
21.12'
L141
N05°14'54"W
24.39'
L150
S34°43'56"E
18.29'
L90
N10°17'19"W
15.66'
L115
S29°51'18"W
4.00'
L124
N1i'39'37"W
19.19,
L133
N63°57'13"W
23.18'
L142
NO3'08'21"E
40.51'
L151
S15°22'42"E
48.77'
(S).�m���
83120t1i
-A
TRACT-01
PIN: 14106103
THE COUNTY OF MECKLENBURG
5410 NA°
ssa GRID i A
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A NORTH CAROLINA POLITICAL
3 -v
SUB -DIVISION
_
D.B. 4658, PG. 478
`
L77
TRACT II
s6 r ss -� SR. S$ . . `_ 7
6.9
- Q6°0552"W 84.961_ S$ SB - - - - . . ~' ~ ' �- ti - SQ7°C
�$^ �S76 03 5 2, -` Sg S9 5B SB 5B. _ _
- L78 W 14's8 5s sB - Se 7U5- $U ` SiS°3$'05' 2.52' S6 =�
L90- L L82 ~ C83 j i9 rSB 8 Q y 70zi __-'514842 '� L710 Oil yVETLAND,'W8', TCEw _ - �
U 59 _
N06°05'62"E 80.63' - G_ Sz0 ©,4 __ _ w, a
_-��-Ts�s-=t�llt I _ IIII,F26�Wi
�'- - - --------Ir51'15"� 276.23' `dam vV
a
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L7 �
cr) m J W <
Q
2 ¢ pi j
ro
L W U
Yy
1IJ 1'�'l'1'"`!-'rY..N W
4
WETLAND & STREAM IMPACTS
WETLAND "WB"
STREAM "SD"
STREAM "SE"
STREAM "SF"
PERM. IMPACT
4,426 S.F./ 0.102 AC.
0 S.F./ 0 AC.
0 S.F.10 AC.
0 S.F.10 AC.
TEMP. IMPACT
124,535 S.F./ 2.859 AC.
261 S.F./ 0.006 AC.
176 S.F,/ 0.004 AC.
185 S.F.! 0.004 AC.
LINEAR IMPACT
65 L.F.
44 L.F.
46 L.F.
LEGEND
• COMPUTED POINT A REBAR FOUND OS SANITARY SEWER
MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - - WATER EDGE
^ TEMPORARY CONSTRUCTION EASEMENT (TCE)
9 5B SE SWIM BUFFER
- - - - - NEW PERMANENT EASEMENT
- - - ^v EXISTING EASEMENT
GC EXISTING GAS LINE
DB
DEED BOOK
-fl- -0- - NEW PIPELINE
- • • - WETLAND
PB
PLAT BOOK
---SS 55 SANITARY SEWER LINE
PG
PAGE
r rrrv-r-r,r�r''�rrr'. TREE LINE
1 "W 373.22' - _ -
'sB-
75- - -
PIN:14106134
ENGINEERING SYSTEMS INC.
D.B. 29939, PG. 281
P.B. 28, PG. 340 \
TRACT II
- LOT 32C
SR
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<r
7583111 GS15 F
1 N I 6
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LU
1
LU
F, 1,421,679.93
UJ
T
W
T
200' DUKE POWER G (!i
RIGHT -OF WAY
D.B. 4966 PG. 791
.�
D.B. 5618 PG 446
°Np
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�` 4il�aa SB-1 il,
f 562°14'37`W L120��� I
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}Y_rv.rS�•r.rY-r�0 _ sB
--____-_-- r
5S 113
S07°05'41 W12134' - - 31-44
1 13 L142 F
25 W5S203C,(3
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THE COUNTY OF MECKLENBURG �p
A NORTH CAROLINA POLITICAL SUB -DIVISION I J
D.B. 4658, PG. 478
TRACT II Q
0
SWIM BUFFER IMPACT
SB-8
SB-9
SB-10
PERM. IMPACT
0 S.F.
0 S.F.
0 S.F.
TEMP. IMPACT
15,144 S.F.
3,082 S,F,
598 S.F.
GENERAL TES
1. PIPE INSTALLATION THROUGH OJUR JURISDICTION BOUNDARY ���`\��•� C A `: o`//// ISUPERVISIONHEREBY
AND THAT THE WETLANDS SHOWN DEUNDER
HER MY
BY OPEN CUT UNLESS OTHERWISE NOTED. ON
p n
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIORTO =`�O• •o •� V �O •'� REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
INSTALLATION OF NEW LINE 470, � Q- �j ".� � K�DENE OF 2019.
. a SEAL r•
r L-4649 `
,'y7A�00R7, = AVID A. CLARK, PLS L-4649
A•I 0\ P
0.a a
coo
Um
1II
f!1
200' DUKE POWER
RIGHT-OF-WAY
cm
a DµB. 1833 PG. 513
aoa
1
a?
1II
11I
xx i
PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT
FZI-S
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
❑RAWNBY:SRM I LCS:115754-005730
JOB NO,
IMPACT
DUKE I ral Piedmont
ENERGY. Natural Gas
COPYRIGHT 2018
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLENBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 3 OF 17 1

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5�
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4� %oPARK C1R
ti OA SITE 1
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VICINITY MAP (NOT TO SCALE)
�\
er#4REBAR
N:523,386.93
\\ \
(YE: 1,421,679.9 3
0
uyT A
s
ww. /71
2 s
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BLARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
1-119
S28°45'37'W
16.98'
L156
S76"28'37"W
5.28'
L166
N55°58'35"W
43.56'
L176
N11°39'37"W
45.06'
L186
S13°14'31"E
16.84'
L196
N39°49'53"W
298.34'
L206
S17"46'48"W
4.00'
L217
N59"49'29"W
37.03'
L120
S07°35'37"W
19.98'
Li67
S25°04'58"E
6.65'
L167
N44°31'15"W
59AU
L177
N11"39'37"W
10.89'
L187
S05°24'28"E
14.00'
L197
S07°26'54"E
13.11'
L207
N72°13'12"W
75.33'
L218
N48"16'19"W
44.08'
L121
S07°35'37'W
19.42'
L158
936°03'02"E
3.16,
L168
N69°20'14"W
52.44'
L178
N11°39'37"W
4.98'
L188
801°44'33"W
28,12'
L198
546°05'12"E
12.83'
L208
N74°49'09"W
6.69'
L219
N55.03'25"W
68.80'
L122
S13"08'29"E
45.81'
L159
S66°25'37"E
28,94'
L169
N52"46'21"W
21.67'
L179
N41°43'45"E
2.57'
L189
S19°49'35"E
21.82'
1-199
S56°37'16"E
20.27'
L209
N70°56'52"W
13.67'
L220
S76°28'37"W
27.3B'
L150
S34°43'56"E
18.29'
L160
S41°35'20"E
3.32,
L170
S79°22'20"W
27.49'
L180
S42"45'43"E
4.02'
L190
S26°01'26'E
38.49'
L200
S72°15'12"E
13.30'
L210
S67°06'37"W
31.91'
L221
S09°12'08"E
61,01,
L151
S15°22'42"E
48.77'
L161
S78°09'42"E
25,04'
L171
S86°15'17"E
8.89'
L181
S41"43'45"W
5.16,
L191
S22"48'20"E
28.79'
L201
N47°32'00"W
54.95'
L211
N67"06'37"E
35.14'
L222
S31°27'05"E
34,39'
L152
S09°46'26"E
53.85'
L162
S47"32'00"E
22.49'
L172
N47°32'00"W
29.27'
L182
S25°41'32"E
30.75'
L192
S39°28'50'E
39.33'
L202
N78°09'42"W
41.33'
L213
N47°32'00"W
2.11'
L153
S21'26'24"E
13.32'
L163
N66°00'05°W
23,04'
L173
N47'32'00"W
7.28'
L183
S14°25'20"W
16.96'
L193
S28°29'46"E
31.74'
L203
N47°24'28"W
64.45'
L214
S86"15'17'E
1&34'
L154
S22°23'05"E
40.84'
L164
N66°00'05"W
16.39'
L174
N47'32'00"W
4.40'
L184
S06"10'59"E
26.16'
L194
S44°00'13"E
16,68,
L204
N25°04'58"W
44.91'
L215
362°02'51"E
23.45'
L186
S39"2329"E
44.80'
L165
N44°08'08"W
31.35'
L175
N47°32'00"W
30.74'
L185
S15"45'14"E
13,26'
L195
N86°43107"E
15.29'
L205
S72°15112"E
83.93'
L216
N70'21'19'W
25.45'
PIN:1410612
MEGA WIRELESS GROUP, LLC
A NORTH
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MEGA WIRELESS GROUP, LLC
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D.B. 29780, PG. 149
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7 3g ` / C ' - - e y- .. F S32 4703 E 74.13'�� S r.._ r . _ \3g ww_ 55 ss�sa- . --_✓ r;'pL. T•,.`w` s L180 ! 84� _ _ s& _ - - O
w t�z yy ri�C C7g w Ny TCL 62g y�FL157� L168 54r 6421
♦fs/` _ s4'y86r13g3T•, 5B - se se i�JSB rt 3 4 L196 L201
%j L182 C� 8j :..ww y3 sg _ WETLAND "WB" _ Sa .
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4703W 86.72 53 W 2[31 4fl � N32 '. Y
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97.2c O.fi 6 Q! �G� �I r _-
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w.N32°47'03"W 96.02":�- • - 15s�-r-
�r 5'TCE
I MENT
-,EXISTING 35' PAS0
5831, PG.66
CO-V CRC
WETLAND & STREAM IMPACTS
WETLAND "WB"
WETLAND "WC"
STREAM "SH"
PERM. IMPACT
4,426 S.F.] 0.102 AC.
1527 S.F./ 0.035 AC.
0 S.F.! 0 AC.
TEMP. IMPACT
124,535 S.F.12.859 AC,
48,800 S.F.! 1 A 12 AC.
517 S.F./ 0.012 AG.
LINEAR IMPACT
130 L.F.
LEGEND
COMPUTED POINT REBAR FOUND QS SANITARY SEWER
MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - -- - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCF)
- SB S9 SWIM BUFFER
- - - - - - NEW PERMANENT EASEMENT
- - - EXISTING EASEMENT
cc EXISTING GAS LINE
DB DEED BOOK
NEW PIPELINE
WETLAND
PB PLAT BOOK
-SS-SS- SANITARY SEWER LINE
PG PAGE
TREE LINE
SWIM BUFFER IMPACT
SB-10
SBA 1
SB-12
SB-13
PERM. IMPACT
0 S.F.
0 S.F.
0 S.F,
OS.F.
TEMP. IMPACT
598 S.F.
168 S.F.
1,385 S.F.
11,385 S,F.
1\a3�NJ �s5
m
c(fii1q'L ss
N
Lu
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PIN:14124107 CO 07 4
CITY OF CHARLOTTE y
D.B, 24210, PG. 145 `
LNGTES
1. PIPE INSTALLATION
� HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
BY OPEN CUT UNLESS O HERW SE NOTED JURISDICTIONGH BOUNDARY `�\,\� �l'"�' I�®/// SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
`\ • • �00 `/ REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO < ❑ �E���
INSTALLATION OF NEW LINE 470. '�',d ®• • /v KLEINFELDER IN JqNEOF2019.
• � SEAL
L-4649 D VIDA. CLARK, PLS L 4649
•;p�y�ll-7 1 d�.
////111111100
PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT IMPACT
FZI-S f7 DUKE Piedmont
ENERGY. Natural Gas
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC. CtlPYRIGH12019
8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO.C-1362 LINE 470 PHASE 1
DRAWN BY:SRM LCS:115754-005730 PIPELINE REPLACEMENT PROJECT
DATE:0912412019 REVISIONS
J08 NO, 1852.00 REV 1:1110712019 CHARLOTTE, MECKLINBURG COUNTY
SCALE:1" = 60' NORTH CAROLINA
60 30 a 60 IR# 0228020 SHEET 4 OF 17

SITE
VICINITY MAP
L221
�Srco
EN
Clt}
0
\
/
CALE)
LINE TABLE
LINE
BEARING
L221
S09°12'08"E
L222
S31°27'05"E
L223
SO4'00'56"E
L224
N00°56'38"E
L225
N12"20'35"W
L226
N06'5446"W
L227
S15°16'12"W
L228
S15'16'12"W
L229
S82"17'02"W
L230
S46'07'47"E
L231
570"33'25"W
L232
370'33'25"W
LINE TABLE
LENGTH
LINE
BEARING
61.01'
L233
S70°33'25"W
34.39'
L234
S70°0674"W
42.13'
L235
N1211'5511W
16.98'
L236
N70'07'16"E
7.80'
L237
N70'33'25"E
46.57'
L238
N70o33'25"E
414.89'
L239
N46°07'47"W
6.20'
L240
N82'17'02"E
30.1T
L241
N12°11'55"W
17.52'
1242
S17'42'23"E
9.11,
L243
S84'46'52"W
10.75'
L244
N87°04'33"W
LINE TABLE
LENGTH
LINE
SEARING
5.04'
L246
N68°17'53"W
45,41'
L247
N33°23'04"W
34,31'
L24B
N56'36'56"E
45.64'
L249
S33"23'04"E
4.81'
L250
S70'30'22"E
12.87'
L251
970°30'22"E
14.21'
L252
N68°17'53"W
4.85'
L253
N68'17'53'W
13.79'
L254
SO4°00'56"E
15.23'
L255
S43'69'51"W
6.28'
j L256
S45°24'36"W
45.33'
L257
N84°20'54"W
LINE TABLE
LENGTH
LINE
BEARING
2.67'
L258
N19°55'53"E
15.38'
L259
S00°21'54"W
4.00'
L260
S21'35'46"W
14.03'
L261
N01°03TWE
41.73'
L262
N15°16'12"E
13.09'
L263
S01'03'08"W
11.05'
L264
S21'35'46"W
42.94'
L265
S35°24'41"W
18,01'
L266
S15°16'12"W
24,88'
L267
NO3°46'29"E
10.92'
L268
N24°21'44"E
11,94'
L269
N39°19'31"E
LINE TABLE
LENGTH
LINE
BEARING
13.42'
L270
S15°16'12"W
16,29'
L271
S84"20'54"E
13.62'
L272
N20"16'59"W
37.73'
L213
N12°11'55"W
43.50'
L274
N16'49'55"E
17.83'
L275
S73'10'05"F
20.58'
L216
S16'49'55"W
6.13,
L277
S16'49'55"W
72.51'
L276
516"49'55"W
44.86'
L279
S46'07'47"E
13,44'
L280
S46'07'47"E
16.72'
L281
S46'07'47"E
LINE TABLE
LENGTH
LINEpN47"05'08"W
ING
407.98'
L282'47W
29.74'
L28343.90'
L284'28"W
61.88'
L285
N16°49'55"E
39,17'
L286
N16'49'55"E
4.00'
L287
N12°11'55'W
46,38'
L288
S15°40'17"E
5.28'
L290
N12"11'55"W
21.94'
L291
N12°11'55"W
13.40'
L292
N09°02'12"W
10,27'
L293
S86'53'36"E
17.78'
L294
S56'24'50"E
LINE TABLE
LENGTH
LINE
BEARING
8.66'
L295
S56°24'50"E
12.64'
L296
S13°53'23"E
19.42'
L297
S49°24'08"E
31.04'
L298
S12'11'55"E
5.84'
L299
501°22'51'E
6.80'
L305
N01'22'51"W
16.44'
1_306
N49°24'08'W
8.29'
L307
N24°46'46"W
4.04'
L308
N24"46'46"W
16.85'
L309
N13°53'23'W
34,26'
L310
N56'24'50"W
30.57'
L311
N86-53'36"W
- WETLAND "WB" f
SEESHEET5 q� f
ry = y3?0tip\ ry�ry NC GRID oP4 =7u N4D83(2011) - - -
42*26"
�122 5 - - - - - 512
133.50' r
L223 a
�n TRACT 06 ��.
,��=L254 S2r\ SyS, I BURCHMONT LAND STR�
ASSOCIATES L.L.C.
(I sl SB-14 .9g,_ y6�88 A NORTH CAROLINA LIMITED �- - - - - - _ (2T
LIABILITY COMPANY 4�:, L972•
= L224 ::1 42 2 4 L2163 f D.B. 7852, PG. 669 - - 2 s9 �`L273 ; �i 7
TCE _ _ TRACT 1 - n . --- se -- sH 127 it,L977 (28 ti
L261 C2 3 ' L980 U979 ,L978• 6 .(2 S• '� \
s y Sl yS° - v :L98i
C� S 8y2„ 32, �' y6,y 50�f9 5 .
�w �Zh9 �Gz.�G. 527�pTW W7yy.Bs 52sT"lV .`2w9g4y 536N�� c� % ���. ._GJ��G� - :L974 L2 c
_ j;
vlh _ �._8s' S753 ` _ /. G� �f 4� - - - `L973�- .�a �f
76„w. - f ,-E;'%N 111 4i' -s
PIN:14124107
CITY OF CHARLOTTE
D.B.24210, PG. 145
L259p(2�
?0 (266 WETLAND
tz67
CO
UJ 11I C6 55, ii y5
i�
WETLAND & STREAM IMPACTS
WETLAND "WC"
WETLAND "WDNVE"
STREAM "SI"
STREAM "SJ"
STREAM "SL"
PERM. IMPACT
1627 S.F.10.035 AC.
3,769 S.F./ 0.087 AC.
0 S.F./ 0 AC.
0 S.F./ (I AC.
0 S.FJ 0 AC.
TEMP. IMPACT
48,800 S,FJ 1.112 AC.
18,158 S.F./ 0.417 AC.
343 S.F.10.008 AC.
797 S.F.! 0.018 AC.
2,403 S.F.10.055 AC.
LINEAR IMPACT
70 L.F.
199 L,F,
355 L.F.
LEGEND
• COMPUTED POINT
AL REBAR FOUND Q SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SH SH
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - - -
EXISTING EASEMENT
c G
EXISTING GAS LINE DB DEED BOOK
-G--O--
NEWPIPELINE
-
WETLAND PB PLAT BOOK
SS- 55
SANITARY SEWER LINE PG PAGE
_rrY-m--rrr-rrYr,.
TREE LINE
N12_ss�ss�s
PIN:14124107
CITY OF CHARLOTTE
D.B. 24210, PG. 145
SWIM BUFFER IMPACT
SB-13
SR-14
SB-15
SB-16
SB-17
PERM. IMPACT
0 S.F.
110 S.F.
78 S.F.
336 S.F.
144 S.F.
TEMP. IMPACT
11,385 S.F.
4,193 S.F.
1,186 S.F.
3,926 S.F.
3,163 S.F.
1. PIPE INSTALLATION TIHRO GHOJUR SDICTION BOUNDARY \\�\'(A CARO, / I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
BY OPEN CUT UNLESS OTHERWISE NOTED. �\ SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
• /
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO �� d F e S1 try/// REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
INSTALLATION OF NEW LINE 470. = 0 y i KLEIN ❑ER INV UNE OF 2019. 00,
. a SEAL 7;
.1' L-4649 �� _� DAVID A. CLARK, PLS L4649
� •-�yQil�7'� 0' �
fill��
DATE:0972412019 REVISIONS
JOB NO.1852.00 REV 1: 11107/2019
= 60'
LINE TABLE
LENGTH
LINE
BEARING
8.04`
L312
N12'11'55"W
33,83'
L313
S80°11'08"W
24,46'
L314
N 11 °57'23"W
3.89,
L315
S23°24'19"E
10.41`
L316
S23°24'19"E
11.66'
L972
N12'11`55"W
23.38'
L973
S03'32'21"W
55,92'
L974
807°36'49"F
8.43'
L975
S14°12'12"E
31.35'
L976
514'12'12"F
38.67'
L977
N17°05'42"W
26.07' 1
L978
N13'29'16"W
LINE TABLE
LENGTH
LINE
BEARING
74.39'
L979
N09°39'20"W
2.99'
L980
N13°27'46"W
59.03'
L981
N14°13'56"W
24.57'
L982
N12°11'55"W
47,15'
L983
N20°59'53"E
43.44'
L984
S14'31'04"E
8.93,
13.16'
8.60,
9.81,
+YOif3
17.07'
E 494.73' r
51� 5� 5 a
, 40
•'SL` 2q A�
w TCE L314 L296 �'.•.:;'
1
L235
N.
y
N12 L289��ss�
LENGTH
15.30,
17.91'
28,31,
33.08'
12.44'
43.61'
GfWFTLAND "W01WE"
� 56
se �
ss
sB
so sa
_ 50
PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT
FZ I-S
SURVEYING & CONSULTINO
REGIONAL LAND SURVEYORS, INC. corvrsic11T2o1a
8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IMPACT
J-�IaUKE 01 Piedmont
ENERGY. Natural Gas
IR# 0228020 SHEET 5 OF 17 1

5�
GREEN
PARK CIR
sy 1
0
i SITE
A
4
VICINITY MAP (NOT
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L297
S49'24'08"E
24.46'
L307
N24"4646"W
55,92'
L323
S14'10'34"W
20.03'
L341
528"12'56"E
47.61'
L36U
S27"18'08"E
16.25'
L378
S03'25'55"W
9.35,
L396
N66'30'49"W
45.26'
L416
N78"44'40"W
32.76'
L298
S12'11'55"E
3.89'
L308
N24"46'46"W
8.43'
L324
N28'04'44"W
44.77'
L342
S25"12'14"E
38,11'
L361
S12"50'53"E
14,54'
L379
N78'00'23"W
30,63'
L397
S63'56'05"E
8,80,
1_417
S19"50'59"F
17.63'
L299
S01'22'51"E
10.41'
L315
S23'2419"L
24.57'
L325
N48'48'22"W
26A6'
L343
S1519'13"E
34,28'
L362
S53"31'19"E
13.25'
L380
N58"06'41"W
48,50'
L398
963-56-05"E
3.15'
L418
N51'43'46"E
5.99,
L300
S24"38'24"E
9.07'
L316
S23'24'19"E
47,15'
L326
N16'34'16"W
68.89'
L344
S21'35'42"E
38.74'
L363
N63'57'56W
63.70'
L381
N86'40'37'M1
20,65'
L401
N47'03'36'W
51.88'
L419
N81'03'22"E
25,26'
1-301
N51'01'20"W
3.22`
L317
SO4'37'15"E
26.18'
L327
N23'48'17"W
43,95'
L346
S13'59'10"E
42.58'
L364
N19'34'44"W
8.46'
L382
N81'43'25"W
27.18'
L402
S81"03'22"W
7.27'
L420
S81'03'22"W
2.26'
L302
N12"39'40"W
18.43'
L318
S21'30'09"E
36,69'
L328
N17'37'20"W
45.66'
L346
S14'54'49"E
24.67'
L365
N68'47'21"E
8.06,
L383
N58'41'29"W
4.55'
L403
S46'27'33"W
19,30'
L421
S63"56'05"E
29.69'
L303
N15'14'43"W
44.60'
L319
S11'16'33"E
16.16'
L329
N75'57'35"W
11.44'
L347
S03'21'21"L
21.47'
L366
S53'31'19"E
52.13'
L384
S81'00'56"W
39.94'
L404
873'03'11"W
21.05'
L422
S45451'51"F
68,03,
L304
N24'38'24"W
33.90'
L320
SO4'37'15"E
32,96'
L330
S45'21'35"W
9.96'
L348
N70'43'32"E
17.42'
L367
N19'3444"W
4.00'
L385
S68'47'21"W
14.61'
L405
N56'56'49"W
28.19'
L423
S81'03'22"W
3.64'
L305
N01'22'51"W
11.66'
L321
S39'10'10"E
22.09'
L331
S02'09'25"E
14.22'
L349
S70'43'32"W
29.24'
L368
S68'47'21"W
25.75'
L386
N66'30'49"W
18.84'
L406
N43"1317W
19.67'
1-424
S66"03'41"F
48.19'
L306
N49'24'08"W
23.38'
L322
S19'34'44"E
55.33'
L332
S13"08'31"E
7,48'
L350
S53'31'19"E
3.96'
L369I
N68'47'21"F
12.227
L387
S10'58153"E
6.87`
L407
N25'00'40"W
12.08'
L425
N47'03'36"W
21.92'
- L316Sg �� 815. "'C3
Q 198 sue- 53
`WETLAND "WDIWL"I
L333 I S17'06'30"E I 22.22' I L351 I S68'47'21'W I 5.41' I L370 S66'30'49"E I 20.33' I L36B I S71"28-39"W I 3.28' I L408 I N62"15-00"W I 10,28' I L426 I N78"00'23"W I
PERMANENT
WETLAND
IMPACT
PERMANENT
SW#M BUFFER
IMPACT
TEMPORARY
W FTLAN D
IMPACT
WETLAND & STREAM IMPACTS
SWIM BUFFER IMPACT
SB-18
SB-19
SB-20
SB-21
SB-22
WETLAND "WDANE"
WETLAND "WF"
WETLAND "WG"
STREAM "SL"
STREAM "SM"
STREAM "SW
PERM, IMPACT
3,769 S.F.10.087 AC.
2,736 S.F./ 0.063 AC,
2,078 S.F.! 0.048 AC.
0 S.F.10 AC.
0 S.F.10 AC.
0 S.F.10 AC.
PERM. IMPACT
14,310 S.F.
6,986 S.F.
0 S.F.
525 S.F.
806 S.F.
TEMP. IMPACT
18,158 S.F./0.417 AC.
20,462 S,F•10.470 AC.
82,639 S.F,11.897 AC.
2,403 S.F.10.055AC.
447 S.F.10.010 AC.
706 S.F.10.016 AC.
TEMP. IMPACT
7,245 S.F.
14,3i0 S.F.
412 S.F.
4.948 S-F.
11,884 S.F.
STREAM
IMPACT
LINEAR IMPACT
355 L.F.
114 L.F.
118 L.F.
. 111 r
LEGEND
0 COMPUTEDPOINT
REBARFOUND SD SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
• --- -
WATER EDGE
--
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB -so
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - -
EXISTING EASEMENT
c G
EXISTING GAS LINE DB DEED BOOK
- G- - 0- -
NEW PIPFUNE
- • - - -
WETLAND PB PLAT BOOK
;- -SS
SANITARY SEWER LINE PG PAGE
TREE LINE
1. PIPE INSTALLATION TvHRO GH JJUR JURISDICTION BOUNDARY �\``ERAL NOTES`¢t.5' � � : Oe ��// I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
8Y OPEN CUT UNLESS OTHERWISE NOTED. 0 e 8 s1 / SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO " d 2 s REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
INSTALLATION OF NEW LINE 470. .• 1�. � KLEI:vv'&4�f
DERINUNE OF2019.
' a L 4849
i •• 9 t4p -I = DAVID A. CLARK, PLS L-0G49
SURd '► - �\
►1111►1
F:ZL-s
SURVEYING & CONSULTIPIG
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27408
NC FIRM LICENSE NO. C-1362
DRAWN BY: SRM LC& 115754-005730
DATE:0912412019 REVISIONS
JOB NO. 1852.00
gr.AI P v = rn,
"WG" same
k. Z
TEMPORARY
SWIM BUFFER
IMPACT
WETLANDS
ENERGY. [��1 Na Piedmont al Gas
COPYRIGHT 2018
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 6 OF 17 1

�@ PkA R
1
SITE
VICINITY MAP (NOT TO SCAL
^s455 '
�Wi
N
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BLARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L399
S36"57'54"E
50.33'
L428
N63'56'05"W
59.49'
L438
N26°10'41"W
39.39'
L448
540°1a09"E
17.26'
L45B
S86"43'15"W
19.87'
L469
N11"38'40"W
14.70'
L479
S21°27'25"E
4.00'
L489
S79°31'26W
2.71'
L400
N07"13'24'W
19.19'
L429
S26°10'41"E
4.32'
L439
N26°10'41"W
39.66'
L449
N86"56'15"E
22.12'
L459
S42"04'44"E
27.49'
L470
N42°38'31"W
14.36'
L480
S68"32'35"W
37.09'
L490
N70"57'13"W
9.58'
L401
N47°03'36"W
51.88'
L430
S26°10'41'E
4-03'
L440
N26'10'4111W
4.43'
L450
S78'20'32"E
24.03'
L460
S34+25'24'E
6.74'
L471
N46°02'49"E
2.00'
L481
N85'31'39"W
12.44'
L491
S70"57'13"E
6.60,
L405
N56"56'49"W
28.19'
L431
N26°10'41"W
76.68'
L441
N24°32'43"W
31.56'
L451
S62"49152"E
10.ZV
L461
S47°22'17"W
2.32'
L472
S42"38'31"E
14.96'
L482
N39°26'30"W
24.41'
L492
N79"31'26"E
3.64'
L406
N43'13'12"W
19,67'
L432
N26"10'41"W
8.17'
L442
N07"13'24"W
29.2T
L452
N31"13'46"E
32,54'
L462
S21°58'01"W
8AS
1-473
S11°38'40"E
15,52'
L483
N55"42'56"W
10.62'
L493
S15°55'46'W
5.86'
L407
N25°00'40"W
12.08'
L433
N26.10'41"W
5.68,
L443
N07°13'24"W
2.96'
L453
N86"00'00"E
18.51'
L463
N23"42'06"F
11.87'
L474
S03'21'59"W
4.67'
L484
S47°22'17"W
3,96,
L494
S87°28'13"W
4.61'
L422
S45"51'51"E
68.03,
L434
N26°10'41"W
28.43'
L444
N45°41'30"W
31.94'
L454
S86"00'00"W
17.95'
L465
S08°22'29"E
14,90'
L475
S55+42156"E
13.11'
L485
N30'07'04"E
10.76'
L495
N79'31'26"E
26.17'
L424
866°03'41"E
48,19'
L435
N26"10'41"W
17.74'
L445
N65°03'16"W
14.26'
L455
S31"35'37"W
34.28'
L466
S09"31'41"W
10.98'
L476
339"26'30'E
23.28'
L486
S78"11'16"E
5.14'
L496
N70°37'32"E
55.84'
L425
N47"03'36"W
21.92'
L436
N26'10'41"W
37.95'
L446
N36"16'07"W
45.36'
L456
N62'49'52"W
13.31'
L467
N47°22'17"E
5.24'
L477
S85"31'39"L
9.82'
L487
S22"31'24"E
20.66'
L497
S70"37'32"W
56.63'
L427
N45"51'51"W
57.66'
L437
N26"1041"W
5.37'
L447
N34"49'36"W
21,89'
L457
N78'20'32"W
22.96'
L468
NO3°21'59"E
4.70'
L478
N68"32'35"E
36AT
L488
S18"51'21"E
18.30'
L498
S79.31'26"W
26.61'
* ► •
9'09"F 445.559'
L
- WETLAND "WG" - - - - - - - - .
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_
. . . - .- . s�
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- - -
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JL399' e�hh�. - - -
L447 x x � A�tN39_51'03' W- 81.64'
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- -
- - - - -
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N31°21'3i" - _
L407 SB-22- L441 ` __--� - _-N4D°19'09"W 249.36'1- - - - - SS �s5-ass W 144y79' �-w- _- - - - -
_ _1V40°19'09"W 184.82'----~- -s$ ss_� 55=-ssf-ss - _ - ;� ^ ` ss s,,8,.
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L470 L482
L472.
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WETLAND & STREAM IMPACTS
WETLAND "WG"
STREAM "SO"
STREAM "SP"
STREAM "SQ"
STREAM "ST,
PERM. IMPACT
2,078 S.F./ 0,048 AC.
0 S.F.! 0 AC.
0 S.F.10 AC.
0 S.F.10 AC.
0 S.F.10 AC.
TEMP. IMPACT
82,639 S.F./ 1M97 AC.
69 S.F.10.002 AC,
404 S.F.10.009 AC.
376 S.F.10,009 AC.
433 S.F.10.010 AC.
LINEAR IMPACT
37 L.F.
100 L.F.
94 L.F.
108 L.F.
SWIM BUFFER IMPACT
SB-22
PERM. IMPACT
806 S.F.
TEMP. IMPACT
11,864S.F.
IVAVAVIVuiuuC.MVILVA
....i = = • • •
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'• ••-
LEGEND 1. PIPE INSTALLATION TvHRO G�'7 H JURISDICTION BOUNDARY \\\y`ERALNOTFS \� A 1 C r/r/� � � I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY ll
i COMPUTEDPOINT REBAR FOUND SO SANITARY SEWER MANHOLE BY OPEN CUT UNLESS OTHERWISE NOTED. �\ � , ' ' + �� �jf SUPERVISION AND THAT THE WETLANDS SHOWN HEREON = � rr'DUKE Piedmont
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR 7O 0 5 y/ f REFLECTS THE DELINEATION EVIDENCE PROVIDED BY ENERGY, Natural Gas
SUBJECT BOUNDARY LINE INSTALLATION OF NEW LINE 470. • •O -,2 s KLEINFELDER IN JUNE OF2019. SURVEVING & CONSULTING
ADJOINER BOUNDARY LINE .+ �` 9 REGIONAL LAND SURVEYORS, INC. COnyRIGHT�018
- - - - WATER EDGE a S 4 r-• 8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOUNDARYS OF
TEMPORARY CONSTRUCTION EASEMENT (TGE) ;��eee4-0'#
GREENSBORO, NORTH CAROLINA 27409
- SB SB -- SWIM BUFFER • 1` "� �� 9 VAVI�D�CLARK, PLS L-4649 NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 9
NEwPERMASEMENASEMEN7�,PIPELINE REPLACEMENT PROJECT
---- EEWPERMXISTING ANENTEA ° {�" R' DRAWN LCS:115754-005730
G�- G EXISTING GAS LINE DB DEED BOOK / ° fr t� DATE: 0912412019 REVISIONS
- G- -0-- NEW PIPELINE �/ ° a S R\ : ' + \\ JOB NO.1852.00 CHARLOTTE, MECKLINBURG COUNTY
WETLAND PB PLAT -SS-SS-- SAE AN�SEWERLINE PG PAGE BOOK //j� �j� Q'�A�l\\\ SCALE:1"-60' NORTH CAROLINA
r� 1111 w 60 30 0 60 IR## 0228020 SHEET 7 OF 17

VICINITY MAP (NOT TO SCALE)
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
HEARING
LENGTH
LINE
BEARING
LENGTH
L430
S26°10'41"L
4.03'
L487
S22°31'24E
20.66'
L499
S26°10'41"E
66.65'
L531
N05°10'55"L
16.58'
L543
S49°42'58'W
8.43'
L555
S12°51'07"W
31.87'
L567
N06°40'46"L
13.93'
L579
S80°14'41"W
6.09'
L591
N73'18'21"W
4.32'
L431
N26°10'41"W
76.68'
L488
S18°51'21"E
18.30'
L500
S26°10'41"E
4.02'
L532
N12°20'18'E
19.62'
L544
N49°42'58"E
2.04'
L556
S76°23'11"E
BAN
L568
N20°22'34"E
25.44'
L580
980°14'41"W
51.08'
L592
S80°05'16'W
19,32'
L432
N26°10'41"W
8.17'
L489
S79"31'26"W
23V
L501
S26"10'41"E
1.90'
L533
N12°20'18"E
6.69'
L545 N17°32'52"E
13.20'
L557
N76°23'11"W
5.73,
L569
S37°06'08"E
29.80`
L581
S56-47.14"W
6.94'
L593
S35°38'30"W
20.78'
L433
N26°10'41"W
5.68,
L490
N70°57'13"W
9.58'
L502
S60°40'30"W
20.24'
L534
N12°2018"E
40.84'
L546
N62°44'27"E
19.10'
1 L558
N05°10'55"E
4.83'
L570
S22°08'47"E
38.33'
L582
S56°47'14"W
26.26'
L594
S24°15`45"W
36.18'
L434
N26°10'41"W
28.43'
1-491
S70°57'13'E
6.60'
L503
S05°51'25W
48,11'
L535
N12"20'18"E
2,03'
L547
N62°44'27"E
5.91'
L559
N05°10'55"E
15.39'
L571
505°21519"W
48.86'
L583
S10°01'02"W
41.27'
L595
S15"48'57W
12.47'
L435
N26°10'41"W
17.74'
L492
N79°31'26"E
3.64'
L504
N76°23'11"W
25.05'
L536
S58°26'40"W
6.13'
L548
N45°23'00"E
42.11'
L560
S75°4929"E
12.25'
L572
S75°54'33"W
18.86'
L584
N24"45'12"E
26.08'
L596
N69'14'31"E
42AF
L436
N26°10'41"W
37.95'
L493
S15°55'46"W
5.86'
L505
S16°17'22"E
12,27'
L537
S54°17'48"W
15,31'
L549
N54°24'21"E
35.49'
L561
S10°01'18"W
11.47'
L573
N82"00'50"W
43.54'
L585
S60°29'26"E
5.90'
L598
N37°42'07"E
26.26'
L464
S30°58'16"E
22.58'
L494
S87"28'13'W
4,61'
L526
S21°31'31"W
30.20'
L538
S54°29'25"W
19.73'
L550
N58°26'40"E
5.65'
L562
N84°47'23"E
18.02'
L574
S50°12'22"W
8A2'
L586
360°29'26"E
32.26'
L599
N29°34'41"E
32.77'
L465
S08°22'29"E
14.90'
L495
N79°31'26"E
26,17'
L527
N10"01'18"E
16.57'
L539
S45"23'00"W
42,41'
L551
354°05'54"E
16.38'
L563
S62°17'48"E
30.30'
L575
S03°04'41"E
30.81'
L587
N38°18'32"W
21.79'
L600
N25"53'39"E
47.56'
L466
S09°31'41"W
10.98'
L496
N70'37'32"E
55.84'
L528
S75°49'291-E
2.63'
L540
S62°44'27"W
8.25'
L552
S03°51'44'E
7.66'
L564
S37°06'08"E
12,13'
L576
S03°04'41"E
28.08'
L588
S84'47'23"W
11.31'
L601
N50°12'22"E
25,34'
EL4864
N30°0T04"E
10.76'
L497
570°3T32"W
56.63'
L529
N75°49'29"W
15.19'
L541
Sfi2°44'27"W
15.71'
L553
503°51'44"F
4.03'
L565
S05°10'55"W
43.9T
L577
S70°OS'14"W
48.58'
L589
N74°12'08"E
25.58'
L985
S56°45'41"W
5.10'
S78°11'16"E
SAN
L498
S79°31'26"W
26.61'
L530
N50°10'55"E
21.2V
1-542
S17°32'52"W
12.69'
L554
329°41'39"W
36,25'
L566
N46°49'33"W
8.92
L578
S70°08'14"W
10.58'
L590
N05°10'55'E
35.73'
L986
S05-10-55"W
12.93'
s� GRS� z��yy -III
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I
0 3/ 3g SR„ 10 1-542 <� A S12°Od28"W 04.28 L52
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WETLAND "WG" - �� p_ j 554 L555Y:..}.
/ ' � `' ./l p. •'her is r' � :.��� i��.
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L533-
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S ❑ o°, `� ' 1t S18"10'15"W 70.12'--
T ❑ L568L56v" y�`r9�sY CS)g G5 SB-25 �'147�TbSt�
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L595 L600 7g9 B7
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TRACT-08
COFFEY CREEK A -Z' PIN: 20101169
MECKLENBURG COUNTY
h J� A POLITICAL SUBDIVISION OF THE
`I b� STATE OF NORTH CAROLINA
D.B. 29017, PG. 59
Q P.B. 40, PG. 467
WETLAND & STREAM IMPACTS
WETLAND "WG"
WETLANO "WH"
WETLAND "WI"
STREAM "SR"
PERM. IMPACT
2,078 S.F.! 0.048 AC.
1.726 S.F.10.040 AC.
1,570 S.F.! 0.036 AC.
0 S.F.! 0 AC.
TEMP. IMPACT
82,639 S.F.]1.897 AC.
10.276 S.F.10.236 AC.
20,692 S.F.10.476 AC.
502 S.F.10.012 AC.
LINEAR IMPACT
126 L.F.
LEGEND
COMPUTED POINT
AL REBAR FOUND QS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- 5B 59
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - - -
EXISTING EASEMENT
c -G
EXISTING GAS LINE DB DEED BOOK
-G- -S- -
NEW PIPELINE
- -
WETLAND PB PLAT BOOK
-SS-SS-
SANITARY SEWER LINE PG PAGE
TREE LINE
GENERALNOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE470.
SWIM BUFFER IMPACT
SB-23
SB-24
SB-25
PERM. IMPACT
48 S.F.
0 S.F.
4,096 S.F.
TEMP. IMPACT
2.931 S.F.
156 S.F.
51,616 S.F.
1?�0
S S
HEREBYSU O/IHEREON
EFECS THE DELINEATION EVIDENCE PROVIDED BY
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PIN; 20101
6
STANLEYJOSEPH OLASH
D.B. 18750, PG.293
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LAUREL VALLEY
C � LOT 34 HOMEOWNERS ASSOCIATION \\ 00 07
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PERMANENT TEMPORARY TEMPORARY
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WETLAND WETLAND SWIM BUFFER
SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT
IMPACT
FZI-S
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[[{{yl 11 Natural Gas
SURVEYING & CONSULTING
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GREENSBORO, NORTH CAROLINA 27409
NO FIRM LICENSE NO. C-1362
LINE 470 PHASE 1
DRAWN BY: Lcs:115764-005730 PIPELINE REPLACEMENT PROJECT
DATE: D912412019 REVISIONS
JOB NO. 1852.00 REV 1 : 11107/2019 CHARLOTTE, MECKLINBURG COUNTY
SCALE: 1" = 60' NORTH CAROLINA
s❑ 30 0 60 IR# 0228020 SHEET 8 OF 17

A
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VICINITY MAP (NOT TO
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L597
808°0755W
18.46'
L608
N25"34'07"E
63.13,
L615
S61°51'53"W
28.18'
L622
N31°33'51"F
30.45'
L629
N63117'17"F
9.73'
L636
N20°50'19"E
51.79'
L643
S33112143"W
52.35'
LG02
N71°45'35"W
25.45'
L609
S25°34'07"W
10.14'
L616
S70°25'22"W
13.64'
L623
N31"33'51"E
77A5'
L630
N54°04'27"E
35.54'
L637
NO2°51'25"W
20.45'
L644
S22"14'57"W
48.35'
L603
N71°45'35'W
3.50'
L610
N70°25'22"E
9,32'
L617
S25°34'07"W
10.45'
L624
335°19'35"W
62.41'
L631
1 N4B°53'32'E
18.26'
L638
869°04'01"E
21.34'
L604
N08°02'55"E
6,25'
L611
N61°51'53"E
27.70'
L618
S42°52'51'W
42.06'
L625
570°2522"W
15.10'
L632
N70"25'22"E
19.88'
L639
N26°32'57"E
10.91,
L605
N08°02'55"E
11.95'
L612
N56°36'25"E
35.27'
L619
N16°14'23"E
1.96,
L626
S48°5313211W
17.68'
L633
N20°46'1TE
121.98'
L640
N60.5421"E
16.14'
L606
S40'56'05"W
27.76'
L613
S20°50'19"UU
6.84'
L620
S16°14`23"W
27,38'
L627
S54°04'27'W
36,04'
L634
S24°30'42"W
43.74'
L641
S32°00103"W
5C68'
L607
S15°35'04"W
27.28'
L614
S56°36'25"W
29.90'
L621
N31°33'51"E
7.61'
L628
S63°17'17"W
16.53'
L635
564°10'14"W
3.03,
L642
S23"33'40'W
57,64'
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PIN: 20101322
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Lin GR EK
co �
AYRSHIRE GLEN
Z m COF�EY
573 v
HOMEOWNERS ASSOCIATION
m ❑
w
D.B. 16981, PG. 107
p
P.B. 32, PG. 787
WETLAND & STREAM IMPACTS
WETLAND "WI"
STREAM "SU"
PERM. IMPACT
1,570 S.F.10.036 AC.
0 S.F.10 AC.
TEMP. IMPACT
20,692 S.F.1 D.475 AC.
626 S.F.10.014 AC.
LINEAR IMPACT
156 L.F.
LEGEND
COMPUTED POINT A REBAR FOUND OS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- • - - -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB SB
SWIM BUFFFR
- - - - ---
NEW PERMANENT EASEMENT
--
EXISTING EASEMENT
C G
EXISTING GAS LINE
- G- G- ---
NEW PIPELINE
- •
WETLAND
-SS-SS-
SANITARY SEWR LINE
rrrrrrrry^rrm.
TREE LINE
DB DEED BOOK
PB PLAT BOOK
PG PAGE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
SWIM BUFFER IMPACT
SB-25
SB-26
PERM. IMPACT
4,096 S.F.
198 S.F.
TEMP. IMPACT
51,616 S.F.
25,530 S.F.
PIN:20101335
MECKLENBURG COUNTY
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 16150, PG. 969
P.B. 35, PG. 55
�
`0 0 11111///
�\ G' n �I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN
HERE
�\`,0��•F � � 1� 0��'�i REF ECT THE
INUNEDELINEATION
EVIDENCE
o NC PROVIDED BY ON
KLE' Q 54L
• r9 •• = AVID . CLARK, PLS L-4649 L-4649 RSum
i
1��170 A'f 0 p$\\��
PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER SWIM BUFFER IM-ACT
IMPACT IMPACT IMPACT IMPACT
/DUKE Piedmont
ENERGY. Natural Gas
SURVEYING &CONSULTING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100 COPYRIGHT GREENSBORO, NORTH CAROLINA 27409 JURISDICTIONAL BOUNDARYS OF
NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 1
DRAWN BY. SRM LCS:115754-005730 PIPELINE REPLACEMENT PROJECT
DATE: 09124/2019 REVISIONS
JOB No, 1852.00 CHARLOTTE, MEGKLINBURG COUNTY
SCALE: 1 60' NORTH CAROLINA
6a 30 0 60 IR# 0228020 SHEET 9 OF 17

1%
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VICINITY MAP (NOT TO SCALE)
LINE TABLE
LINE
BEARING
LENGTH
L619
N16°14'23"L
1.96,
L620
S16"14'23"W
27.38'
L623
N31°33'51"E
77.15'
L624
S35"19'35"W
62.41'
L645
S16°10'38"W
17.38'
L646
S08"17'40"W
34.91'
L647
N86°35'56"E
5.03'
LINE TABLL
LINE
BEARING
LENGTH
L648
N82°18'52"E
6,39'
L649
N82°18'62"E
24.35'
L650
S87°09'53"E
23.94'
L651
S01°51'37"E
30.72'
L652
SO4"34'45"W
20.71'
L653
S14°26'58"W
30.41'
L654
S00"57'29"E
43.46`
LINE TABLE
LINE
BEARING
LENGTH
L655
S13'36'52"W
44.42'
L657
N10°50'47"E
35.66'
L65$ I
S88°09'26"E
26.44'
L659
N10°50'47"E
143.71'
L660
N84°02'51"W
500,
I 1 TRACT-13 I \\ \U,
I
C) Q I I PIN:20145102 \ \ r
MECKLENBURG COUNTY
I
Ij
I A POLITICAL SUBDIVISION OF THE!—
LL! I y STATE OF NORTH CAROLINA ` g 2g�11 ,� \� 15 5 5�M O,aZ LLIJJ LU
D.B. 5030, PG.793 ti sao�� \\ 21 p Z
NAa
y D.B. 5571, PG.167 c cystio x'� �s P U)
a }
/p N `PP . - -\\ 1` _ _ �S10°5CS10°50'47'W
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c II l I S66°31'42"W 277.35'
L62s o li TCE °' WETLAND ^W�„\, " \\ WLLANo "W
TCE \ \\ �g N10 5047E 6
L620 I I r {. 1 1 ---S 10 50 47 -4 37 37
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624 `Y34 4 " i m SOfi 32268` 0`
�L653 L652
70.74' L646 N06"4315"E�''
L645 72q _--_------`_--------��-- S09°5T33"W 65.68' S07°34'09"W Sf6" '19"W L555 G—
SB26 i 42'�— _ ��2y1 } 4709' �49gss 503°07 �� Y —c - GR --�Se
__ S10"09'21"W S 6q, 1 1 4'" L657 4
3' g27° tiN 96.07' 4— NO62.02".~�
N 6"31 42"E , . .
33, 42.03' J ---
163.1T s s--- �_ _ ___—_a,,---«_
3R9 may, __ _--- 01"E 163.07'—ss� sslss-N06°31'42"E�_ z _ _ I SB 27
° J s N09°00�_
—_ — —_-- ss�ss---ss�ss-- _ _ _
o
Ss� a4'2s„S 6 — "NO6°OB'48"E 22$.3B — — w c , � �
2.79'-- N 2.5'TCE J
35 rsSr55— __ — �-- a 131 F m
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PIN: 20145102
_ cv OC PIN:20101335
COFFEY CREEK w MECKLENBURG COUNTY MECKLENBURG COUNTY
f Q — A POLITICAL SUBDIVISION OF THE
_ APOLITICAL SUBDIVISION OF THE STATE OF NORTH CAROLINA
D.B.16150, PG.. 969 f ! r STATE NORTH NA D.B. 5030, PG. 793
�1 69
P.B. 35, PG. 55 D,B.5671, PG.767
WETLAND & STREAM IMPACTS
WETLAND "WJ"
PERM. IMPACT
3,411 S.F.10.078 AC.
TEMP. IMPACT
25,140 S.F.10-577 AC.
LINEAR IMPACT
SWIM BUFFER IMPACT
SB-26
SB-27
PERM, IMPACT
198 S.F.
4,125 S.F.
TEMP. IMPACT
25,530 S.F.
35,644 S.F.
NLVATAMWATATA
Q7u AW
LEGEND
TES
1. PIPE INSTALLATION TJHR UGHOJUR JURISDICTION BOUNDARY
`�C A �(�r�/// 1 HEREBYCERTIFYTHAT A SURVEY WAS MADE UNDER MY
COMPUTED POINT REBAR FOUND 5 SANITARY SEWER MANHOLE
O
BY OPEN CUT UNLESS OTHERWISE NOTED,
,\�\�� ON THAT THE WETLANDS SHOWN HEREON
�\ , r /
�(�
S�e
r DUKE /AA Piedmont
CV�� Natural Gas
2. EXISTING PIPELINE372 WILL BE REMOVED PRIOR TO
�` � + -SS/0 . ��/// REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
ENERGY. U1
SUBJECT BOUNDARY LINE
INSTALLATION OF NEW LINE470.
��' Q i KLEINF LDERIN UNEOF2019-
�'.9
SURVEYING &CONSULTING
ADJOINER BOUNDARY LINE
� � � .� �
4 �
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
CaPYRIGH72018
— - — • - - — WATER EDGE
EqL
JURISDICTIONAL BOUNDARYS OF
TEMPORARY CONSTRUCTION EASEMENT (TCE)
---- S9 — 56 — SWIM BUFFER
r L-4649 DAVI CLARK, PLS LA649
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
LINE 470 PHASE 9
— — — — — — NEW PERMANENT EASEMENT
— — — EXISTING EASEMENT
�• .
•9,� Q-jet- p.
PIPELINE REPLACEMENT PROJECT
DRAWN BY:SRM
LCS:115754-005730
DATE: 09124/2019
REVISIONS
c c EXISTING GAS LINE DB DEED BOOK
— 0— ____. G— NEW
% •
////�,� • +SUR`? •��
COUNTY
CHARLOTTE,NORTH
JOB NO- 1852,00
— WETLANDPIPELINE PB PLAT BOOK
ss ss SEWER LINE
��\\
%iljj A Cri���\,
CAROLINA
SCALE:1"=60'
lR# 022802o SHEET 10 OF 17
PG PAGE
TSANITARY REE LINE
r��y�rYYvvrrrr r i.
� 141 �1
60 30 0 60

19yop
tb °N
.,V
08 FORK
LANE
SITE--, �� RQ
Off'
a` G
b1
VICINITY MAP (NOT TO SCALE)
LINE TABLL
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
r11N
S01"51'37"E
30.72'
L667
S64'12'17"W
6.12'
L676
N19'4T50"W
4.24'
L685
SOS'31'57'W
30,29'
L694
S00'47'36"E
33,67'
L703
N81"31'09"E
1.09,
304'34'45"W
20-71'
L668
583'36'02"W
24.66'
L677
N19'47'60"W
27.34'
L686
NO3"37'01"W
47,76'
L895
N14'U9'16"W
20.48'
L704
S01'36'21"W
50.33'
L656
N34'18'22'W
52,89'
L669
S83'36'02"W
17.91'
L678
N10'50'47"E
42,05'
L687
N06'20'46"E
37.17'
L693
N06'56'16"W
30,77'
L105
S01'22'23"E
46,15'
L661
N87'45'21"W
26.47'
L670
S19'47'50"E
140.53'
L679
N10'50'47"E
10.76'
L688
N12'42'31"E
32,16'
L697
N14'47'55"W
29,35'
L706
SOO'24'46"E
46.90'
L662
N78'03'11"W
9.88,
1-671
N14'23'33"W
71.25'
L680
N32'40'09"E
6.57'
L689
N08'48'08"E
49.53'
L693
N01*40'00"W
30.25'
L707
S03"57'18"E
54.99'
L663
S07'34'55'W
30.55'
L672
S83'36'02"W
5.90,
L681
S57'19'51"E
4-00'
L690
N35'4544"W
5.98'
L699
N11"02'52"E
35.04'
1-708
N89'29'55"E
30.31'
L664
S05'41'01"E
33.80'
L673
S81'55'37'W
37.80'
L682
S32'40'09"W
16.56'
L691
N35'4544"W
36.08'
L700
N07'23'49"E
21.28'
L709
S81*3110911W
12.96'
L665
S12'21'31"F
28.47'
L674
N23'21'13"W
24.37'
1-683
S12'42'58"E
45.9T
L692
N33'32'62"E
38.16,
L701
NO2'51'05"E
37.10'
L987
N78'03'11"W
11.75'
L666
N81"31'09"L
34.97'
L675
N88'56'09"W
1 32.37'
L684
S01'10'54"E
13,00'
L693
N04"14'27"W
42.60'
L702
N08-40-49"E
30.91'
L988
S16'56'27"E
9.21'
T-
- WETLAND"W~
PIN:20145102
MECKLENBURG COUNTY
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 5030, PG. 793
D.B. 5671, PG. 767
WETLAND & STREAM IMPACTS
WETLAND "WJ"
WETLAND "WK"
STREAM "SAG"
PERM. IMPACT
3,411 S.F.10.078 AC.
462 S.F.10.011 AC.
0 S.F.! O AC.
TEMP. IMPACT
25,140 S.F./ 0.577 AC,
16.650 S.F./ 0.382 AC.
138 S.F.10.003 AG.
LINEAR IMPACT
34 L.F.
D.B. 5631, PG.660
SWIM BUFFER IMPACT
SB-27
PERM. IMPACT
4,125 S.F.
TEMP. IMPACT
35,644 S.F.
� Sbo NA4S312a1�1
TRACT-13
PIN:20145102
MECKLENBURG COUNTY
�IIIIII=III 'r��i�i�i�il
rvCriw.....�0 IlIIII��III��
LEGEND GENERALNll
1. PIPE INSTALLATION THROUGH DJUR JURISDICTION BOUNDARY \�\TES`,� C Ar Ip / I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY l
n 'r �/ SUPERVISION AND THAT THE WETLANDS SHOWN HEREON Ca( DUKE f��I Piedmont
• COMPUTED POINT REBAR FOUND OS SANITARY SEWER MANHOLE BY OPEN CUT UNLESS OTHERWISE NOTED. \\� ��. ' • a Q /1 T' ENE �(iY Natural Gas
SUBJECT BOUNDARY LINE 2 NSITALLATIONOFNEWLLINE47pSTING PIPELINE a72 WILL BE�EMOVEDPRIDRTO = '�• ��5/0 KLEIN ELDER REFLECTS ENJDELINEATION 2019. DENCE PROVIDED BY SURVEYING &CONSULTING
ADJOINER BOUNDARY LINE • aWATEREDGE� 9 � REGIONAL LAND SURVEYORS, INC.
7 caavaicxrsate
8642 WEST MARKET STREET, SUITE 100
T TEMPORARY CONSTRUCTION EASEMENT (TCE) • A C - • - GREENSBORO. NORTH CAROLINA 27409 JURISDICTIONAL BOUNDARYS OF
- SB SB SWIM BUFFER L-4549 DAVI❑ ARK, PLS L 4649 NC FIRM LICENSE NO. C-1362 LINE A�7Q PHASE �
- - - - - NEW PERMANENT �,-T 4, DRAWN BY: SRM LCS:115754-005730 PIPELINE REPLACEMENT PROJECT
- - - - EXISTING EASEMENT ! �i �, `
cG ~ EXISTING CAS LINE DB DEED BOOK j Q . s . \ DATE:0912412019 REVISIONS
G- - G- - NEW PIPELINE �'j'�G ` . URv • \\ JOB NO.1852.00 REV 1:1110712019 CHARLOTTE , MFCKLINBURG COUNTY
- - • - WETLAND PB PLAT BOOK 7 " . 'i ` \ NORTH CAROLINA
-SS-SS- SANITARY SEWER LINE /// Q A C4r : SCALE:
TREE LINE PG PAGE ���! J1 I I i ON 66 30 0 60 IR# 0228020 SHEET 11 OF 17

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Roq�oy
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VICINITY MAP (NOT TO SCALE)
. .
\011
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• WETLAND
ro
TRACT-13
PIN:20145102
MECKLENBURG COUNTY
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B_ 5030, PG. 793
D.B.5671, PG. 767
WETLAND & STREAM IMPACTS
WETLAND "WK"
WETLAND "WL"
PERM. IMPACT
462 S.F./ 0.011 AC.
2,750 &F./ 0.063 AC.
TEMP. IMPACT
16,650 S.F.10.382 AC.
14,374 S.F.! 0.330 AC.
LINEAR IMPACT
LEGEND
• COMPUTED POINT A REBAR FOUND DS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - - - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
SB SB SWIM BUFFER
- - - - - NEW PERMANENT EASEMENT
- - - -v EXISTING EASEMENT
G G EXISTING CAS LINE
-0- -G- - NEW PIPELINE
- WETLAND
---55 55 SANITARY SEWER LINE
rrrr�cy"r-y-'t�. TREE LINE
LINE TABLL
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L667
S64"12'17"W
6.12'
L710
S02'47'30"E
52.86'
L718
S72"44'67"E
17.72'
L726
S55'06'54"E
33.51'
L734
N25`49'06"W
49,04'
L742
N16'48'12"W
35.99'
L668
S83"36'02"W
24.66'
L711
SiB'29'16"E
15.09'
L719
S11'32'33"E
25.55'
L727
S43'56'24"E
14.55'
L735
N06"40'52"W
37.62'
L743
N08'42'27"W
14.77
L669
S83"36'02"W
17.91'
L712
S30'40'04"E
49.88'
L720
S40'58'3B"E
17.76'
L728
S43-56'24"E
22.49'
L736
N72-28'15"W
25,55'
L744
NOB-42-27"W
21.04'
L670
319"47'50"E
140,53'
L713
S18"01'52"E
53.89'
L721
S56"41'01"E
10.68'
L729
S39"56'52"E
50.52'
L737
S74°18'31"W
7.44'
L745
NOB"42'27"W
12.08'
L671
N14'23'33"W
71.25'
L714
334'33'52"E
16.37'
L722
N81'04'45"E
40.11'
L730
S28"18'38"E
9.07'
L738
S12"08'51"W
8.79'
L746
N04-34'51"E
35.19'
L672
S83'36'02"W
5.90'
L715
S73"46'57'E
17.66'
L723
S48'29'29"E
18.99'
L731
N59'47'49"E
6.76'
L739
S55'35'46"E
18.28'
L674
N23'21'13"W
24.37'
L716
N75'33'35"E
28.63'
L724
S40'41'41"E
48.67'
L732
N72'28'15"W
40.26'
L740
S73'38'16"E
58.23'
L690
N35"45'44"W
5.98'
L717
N84'30'04"E
28.59'
L725
S55'06'54"E
6.30'
L733
N36'29'02-W j
9,79'
L741
N57"05'02"W
91.69'
SWIM BUFFER IMPACT
SB-28
PERM. IMPACT
2,700 S.F.
TEMP. IMPACT
24,904 S.F.
DH DEED BOOK
PB PLAT BOOK
PC PAGE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
I HEREBY THATSURVEY WAS MADE UNDER MY
AR0�/// SUPERVISION AIND THAT FY THE WETLANDS SHOWN HEREON
+C•j ej REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
G�f®KLEINFELDER I JDNE OF�2019. 00,
L SEAL
f L-464 9 : DAVID A. CLARK, PLS L-4649
7D IA.I C` F�,1`�
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
SURVEYING & CONSUI-TING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
DRAWN BY: SRM LCS:115754-005130
DATE:09124/2019 REVISIONS
JOB NO, 1952,00
SCALE., 1" = fi0'
TEMPORARY PERMANENT WETLANDS
SWIM BUFFER SWIMBUFFER
IMPACT IMPACT
Se�ENERGY• [��1 Natmont
al Gas
COPYRIGHT 2018
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLENBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 12 OF 17 1

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LEGEND
• COMPUTED POINT
A REBAR FOUND QS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT CTCE)
— SB—SO
SWIM BUFFER
- - -
NEW PERMANENT EASEMENT
- - -
EXISTING EASEMENT
c c
EXISTING GAS LINE
❑B DEED BOOK
-6- -A- -
NEW PIPELINE
- • - - - - -
WETLAND
PB PLAT BOOK
SANITARY SEWER LINE
PG PAGE
rnrrrrrry rrrn
TREE LINE
LINE TABLE
LINE
BEARING
LENGTH
L995
536101'44"W
30.48'
L996
N78'12'11'W
4,77'
L997
N78'12'11"W
5.22'
L998
N28°33'42"E
21.09'
L-999
N28"42'40"E
26.17'
L1000
N35'06'40"E
16.08'
L1001
S78'12'11"E
5.44'
L1002
S35'06'40"W
17.95'
LINE TABLE
LINE
BEARING
LENGTH
L1003
S28°42'40'W
25.88'
L1004
S28'33'42"W
19.58'
TRACT-17
PIN:20137293
ROD OF GOD CENTER, INCORPORATED
A NON-PROFIT NORTH CAROLINA CORPORATION
D.B. 4936, PG. 496
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PIN:20137262
FABIAN J. ABELLA-PENA AND
/
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PAULINE NICOLE ABELLA
D.B. 31101, PG. 600
\
\y/
M.B. 26, PG. 731 LOT 27
2518 THORNFIELD DR.
\
WETLAND & STREAM IMPACTS
STREAM "SZ2"
PERM. IMPACT
0 S.F.! 0 AC.
TEMP. IMPACT
317 S.F./ 0.007 AC.
LINEAR IMPACT
63 L.F.
GENERAL NOTES ,�+<� I I I i 1►/
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY `\��`, A ���� I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
BY OPEN CUT UNLESS OTHERWISE NOTEp. `s O/ / SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO \�.�. 4,y % REFLECTS THE DELINEATION EVIDENCE PROVIDED HY
INSTALLATION OF NEW LINE 470. /Q� .. ��� KLEINFELDER ��NN JUNE OF 2019.
-F
' a SEAL 9r
L-4649 c.• DAVID A. CLARK, PLS LA649
lip
TEMPORARY
STREAM
IMPACT
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS INC
nt
ENERGY. [��� Nlatu edmoal Gas
8642 WEST MARKET STREET, SUITE 100
COPYRIGHT2018
JURISDICTIONAL BOU
OUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
DRAWN BY:SRM
LCS:115764-005730
DATE: 1013112018
REVISIONS
JOB NO. 1852.00
SCALE: V=60'
IR# 0228020 SHEET 12A OF 17
60 30 0 66

P�
o\
SITE
I
VICINITY MAP (NOT TO SCALE)
WETLAND "WL"
G h1o���
5�
i 01% i
WETLAND & STREAM IMPACTS
WETLAND "WL"
WETLAND "WM"
PERM. IMPACT
2,756 S.F.10.063 AC.
509 S. F.1 0.0 12 AC.
TEMP. IMPACT
14,374 S.F.10,330 AC.
7,761 S.F.10.178 AC.
LINEAR IMPACT
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L741
N57'05'02'W
91.69'
L751
SOS'28'24"W
25.20'
L758
N58'07'09"W
18.33'
L765
S03'04'06"W
25.56'
L772
S34'39'08"L
21,48'
L742
N16'48'12'W
35.99'
L752
N57"05'02"W
13.11'
L759
S10'15'35"W
39.3T
L766
SO4"29'31"E
56.00'
L773
N81"29'49"W
11.00'
L743
N08'42'27"W
14.72'
L753
N05'55'54"E
21.65'
L760
561'23'09"E
14.18'
L767
S09"2710"E
29,88'
L774
N04'45'18'W
16A0'
L747
S27'66'47"W
19.00'
L754
N21'12'36"W
31.82'
L761
S38"57'52"F
15.07'
L768
N04°45'18"W
27.57'
L775
SO4'45'18"E
44.03'
L748
336'38'13"W
21.12'
L755
S59'31'52"E
8.00,
L762
S38"57'52"E
5.60,
L769
N44'50'30"E
26.80'
L989
N76'46'21"E
1.09'
L749
S36'38'13"W
3.28'
L756
S72'24'27"E
44.33'
L763
S03'04'06"W
23.16'
L770
S05"56'34"L
25.59,
L750
S60'09'30"W
26.74'
L757
N59'31'52"W
30,03'
L764
S03"04'06"W
46.17'
L771
506'48'00"W
30.26'
J � �
w w
_ X
1 co
1
NC-MB-0012.005
PIN:20137141
PROGRESS RESIDENTIAL
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�Tw�w
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IMPACT IMPACT
LEGEND
GENERAL NOTES
\\\ � I 111111 J�
COMPUTED PONT QS SANITARY SEWER MANHOLE
UNLESS . PIPE OOTHERW SEINOITED, N BOUNDARY
1 BY OP ENT
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
\� {�` A �l� SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
�' DUKE ���� Piedmont
4
* REBAR FOUND
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
• j �j REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
ENERGY. Natural Gas
S�iO�•�i KL LDERINJUNEOF2019.
SUFiVEVING &CONSULTING
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
WATER EDGE
INSTALLATION OF NEW LINE470.
+REGIONAL
9r
?*SEAL
LAND SURVEYORS, INC.
6642 WEST MARKET STREET, SUITE 1BO
COPYRIGHT 2018
TEMPORSWIM ARY
:
GREENSBORO, NORTH CAROLINA 27409
JURISDICTIONAL BOUNDARYS OF
SB Sef
L.4649 DAVID A. CLARK. PLS L-4649
NC FIRM LICENSE NO. C-1362
LINE 47C PHASE 1
❑RAWNBY:SRM
LC5:115754-005730
-- -- — — — — NEW PERMANENT EASEMENT
- - - EXISTING EASEMENT
< �'
'��
PIPELINE REPLACEMENTPROJEGT
DATE:0912412019
REVISIONS
G G EXISTING GAS LINE pB ❑EEDBOOK
--a— — 0— — NEW PIPELINE
10_W�y�7`�A( •
j o su �e • ��
� �����
CHARLOTTE, MECKLIN13URG COUNTY
JOB NO. i852.00
SCALE: V 60'
— - — WETLAND PB PLAT 800K
// d • . -
NORTH CAROLINA
SANITARY
m srrrYrr r` TREE LINE SEWER LINE PG PAGE
ll�i p` �,��`
60 3p 0 60
1�2 0228020 SHEET 13 OF 17

SITE'
hq
G/
VICINITY MAP (NOT TO SCALE)
NC-MB-0012.005
/ PIN:20137141
PROGRESS RESIDENTIAL
BORROWFR 4, LLC
(D.B, 32879, PG. 571
P.B. 34, PG. 605
LOT 7 I
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L776
N63"05'22"E
26.44'
L784
S47'10'36"E
52.85'
L792
S26'54'38"E
34.43'
L801
S26"54'38"E
35.17'
L809
S82"15'29"E
28.62'
L817
N77'23'48"W
39,66'
L825
S47"16'43"E
10.92'
L833
N3T05'24"W
39A5'
L841
S84"48'17"E
12.54'
L777
N63°05'22"E
21.00'
L785
S19'39'15"E
40.2V
L793
S26"54'38"E
8,80,
L802
N26'64'38"W
51.25'
L810
N77'23'48"W
5.15,
L818
S46'20'37"E
6.89,
L826
S57°50'32"E
7.89'
L834
N54'00'52"E
15.54'
L990
347"10'36"E
1.06,
L778
546'06'58"E
43.57'
L786
S21'32'14"E
27.60`
L794
S26'54'38"E
27.52'
L803
N26"54'38"W
9.11,
L811
S34'29'29"E
23,65'
L619
S26'54'38"E
53.63'
L827
N62'33'07"W
32.3T
LB35
N87'03'45"E
16.04'
U79
S38"19'07"E
15,86'
L787
S44"56'08"E
14.28'
L795
S26"54'38'E
36,56'
L804
N26'54'38"W
17.23'
L812
S55'33'56"E
40.93'
L820
382'25108"E
36.40'
L828
N71'28'27"W
15.92'
L836
N07'57'69"W
17.24'
U80
N53'26'19"E
4A5'
L788
363"05'22'W
18,25'
L796
S27'23114"E
38.91'
L805
N26'54'38"W
10,33'
L813
S53'26'19"W
15.94'
L821
N86'20'31"W
13.26'
L829
N56"47'23"W
46.33'
L837
S56'48'45"W
8,26'
L781
N15"51'13"W
32.10'
L789
N63"05'22"E
9.94'
L798
S26'54'38"E
26,74'
L806
S63'05'22'W
19.60'
L814
N00'36'24"E
45.72'
L822
N79-58-24-W
23.25'
L830
559"03'27"E
13.09
L838
S10'56'54"W
18.55,
L782
S42'57'54"E
30.03'
L790
S63"05'22"W
10.06'
L799
N86.22'46"W
34.83'
L807
S46'39'17"E
3.09'
L815
N26'54'38"W
41.39'
L823
879°26'21"E
19.93'
L831
501'29'28"E
28.34'
L839
S41"41'04"W
5.52'
L783
S42'57'54"E
15.75'
L791
526"54'38"IL
10.43'
L800
N26'54138"W
13.74'
L808
S34"27'59"F
61.75'
L816
S40'44'13"E
32,56' i
L824
S62"40'05"E
10,83'
L832
S84'43103"W
19.19'
L840
S07157'5911E
16.48'
WETLAND & STREAM IMPACTS
WETLAND "WN"
WETLAND "WP"
PERM. IMPACT
4,541 S.F.10.104 AC.
0 S.F.10 AC.
TEMP, IMPACT
7,497 S. F.1 0. 172 AC.
3,132 S.F.! 0.072 AC.
LINEAR IMPACT
• COMPUTED POINT
. REBAR FOUND LEGEND
OS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - -- -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB S9
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
--
EXISTING EASEMENT
- G G
EXISTING GAS LINE
G-- -G- -
NEW PIPELINE DB DEED BOOK
- •
WETLAND
-SSSS
SANITARYSEWFR LINE PB PLAT BOOK
-ryrv�r rrr.
TREE LINE
PG PAGE
MGM MGMHDD
ALIGNMENT
SWIM BUFFER IMPACT
SB-29
SB-30
SB-31
SB-32
PERM. IMPACT
0 S.F.
10,284 S.F.
1,793 S.F.
1,920 S.F.
TEMP. IMPACT
1,313 S.F.
2,626 S.F.
453 S.F.
1,917 S.F.
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN
� CAR©
SHOWN I HEREBY CERTIFY THAT A SURVEY WAS MADE R MY
SUPERVISION/f/ THATHE ON
OUT UNLESS OTHERWISEINOITED
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
``\\\
REFECTTHE DE y
REFLECTSDELINEATION
THEAT EVIDENCEPROVIDED
INSTALLATION OF NEW LINE470.
\ Q . + • /�
\� Q • ��. /� ��/ /
IN DUNE 2019.
2.7
CL SEAL �. -
CMG
L-4649
AVI A. GLARK, PLS L 4649
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
F:ZL-s
SURVEYING & CONSULTING
REGIONAL LAND SURVFYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO. NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
9
SCALE: 1" = 60'
TEMPORARY PERMANENT WETLANDS
SWIM BUFFER SWIM BUFFER
IMPACT IMPACT
4hDUKE /6121 Piedmont
!! ENERGY. [[ 11 Natural Gas
COPYRIGHT 2010
JURISDICTIONAL BOUNOARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 14 OF 17

VICINITY MAP (NOT TO SCALE)
SWIM BUFFER IMPACT
SB-32
SB-33
SB-34
PERM. IMPACT
1,920 S.F.
2,616 S.F.
2,977 S.F.
TEMP. IMPACT
1,917 S.F.
2,991 S.F.
10,050 S.F.
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L798
S26'54'38"F
26,7'*
L846
S26'54'38"E
50.8B'
L853
N65'54'38"W
30.59'
L860
N71'25'52"W
3.48'
LB67
N41"47'06"W
14.81'
L799
N86'22'46"W
34.83'
L847
N26'54'38"W
21.60'
L854
N26'54'38"W
61.47"
L861
N11'15'36'W
23.03'
L868
N34-17'36"W
36.19'
L800
N26'54'38"W
13.74'
L848
N04"46'02"W
25.80'
L855
S52'37'28"E
26.12'
L862
S82147147"W
8,99,
L869
N24"48'43"W
23.49'
L842
S84'31'21"E
32.45'
L849
NO3'22'35"W
30.85'
L856
S43'08'39"E
66.77'
L863
S08'53'42"W
18.70'
L870
N19'56'41"W
76.65'
L843
S82'14'59"E
36.47'
L850
N111"01'19"W
2.03'
L857
S89'15'51"W
8.24'
L864
S01'56'20'E
13.04'
L871
N25'31'52"W
41.16'
L844
S26'54'38"L
2.23'
L851
N23'24'39"W
11.83'
L858
N89'15'51"E
B.06'
L865
N11'33'28"E
12.41'
L872
N63'24'58"W
21.37'
L845
N30"53'25"E
35.45^
L852
N43-25'34"W
15.61'
L859
S55-06'12"W
8,95,
L866
N21'57'11'W
26.61'
LEGEND
0 COMPUTED POINT
Ak REBAR FOUND O SANITARY SEWER
MANHOLE
SUBJECT BOUNDARY LINE
---
ADJOINER BOUNDARY LINE
- - - -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCF)
- SB S9
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
-- y
EXISTING EASEMENT
G G
EXISTING GAS LINE
- G- - G- -
NEW PIPELINE
DB
DEED BOOK
- -
WETLAND
55� SS------
SANITARY SEWER LINE
PB
PLAT BOOK
rYri rr-r-rw rrr 1.
TREE LINE
PG
PAGE
MGM GM
HDD ALIGNMENT
GENERAL NOTES
1
1 BY OPEN CUTPIPE ATION UNLESS OTUGH HERWISE SENOTEp. JURISDICTION BOUNDARY
\Y CERTIFY THAT A SURVEY WAS MADE UNDER MY
.� C A � ©� ///{J SHUPERVISIION AND THAT THE WETLANDS SHOWN HEREON
•
��
2. FXISTING PIPELINE 372 WILL BE REMOVED PWORTO
INSTALLATION OF NEW LINE470-�+
`\� G ' I �j REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
dJ_• KLEINFELDER IN TUNE OF 281�9�-{///�
•
�••� 9�
SEAL
r " L-4649 ram. DAVI . CLA K, PLS LA649
LU
w
r
0)
Wi111110111 W.
302
111111=Illlfl= •.❖.•.•
TEMPORARY
SWIM BUFFER SWIM BUFFET
IMPACT IMPACT
Fzt-s
DUKE Piedmont
ts ENERGY. Natural Natal Gas
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
COPYRICHT 2618
8842 WEST MARKET STREET, SUITE 100
JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
LINE 47C PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
DRAWN BY:SRM
LCS115784-005730
DATJOB
REVISIONS
Job NO. 1e5z.B0
NO. 1852.00
SCALE: 1 ^ = ao'
so 30 0 so
IR# 0228020 SHEET 15 OF 17

SITE
VICINITY MAP
TO
LINE TABLE
LINE
BEARING
L673
S09'12'13"E
L874
N32'58'58"E
L875
N15'15'32"W
L876
S66'34'44"E
L877
S66'34'44"E
L878
S26'31'20"E
L879
S26'54'38"E
L880
S26'54'38"E
L881
S26'54'38"E
L882
N63'05'22"E
LINE TABLE
LENGTH
LINE
BEARING
48.65'
L883
N63'05'22"E
12.66'
L884
S26'54'38"F
21.37'
L885
S66'40'58"E
11.36'
L886
S21'59'46"E
4.81'
L867
N63'14'11"E
12.80'
L888
N87'26'46"E
4.57'
L889
S30'30'58"F
12.79'
L890
306'22'09'W
46.63'
L891
S20'38'03"W
4.73'
L892
S10'44'48"W
WETLAND & STREAM IMPACTS
WETLAND "WV"
WETLAND "WW"
PERM. IMPACT
1,911 S.F-10,044 AC.
0 S.FJO AC.
TEMP. IMPACT
563 S.F.! 0.013 AC.
12,320 S.F.10.283 AC.
LINEAR IMPACT
LEGEND
• COMPUTED POINT
& REBAR FOUND0 SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - - - -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB SG
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - -
EXISTING EASEMENT
G G
EXISTING GAS LINE
-0- - 0- -
NEW PIPELINE DB DEED BOOK
- - -
WETLAND
Ssss
SANITARY SEWER LINE PB PLAT BOOK
TREE LINE PG PAGE
MrM MGM
HDD ALIGNMENT
LINE TABLE
LENGTH
LINE
BEARING
15.27'
L893
S10'44'48"W
23,46'
L894
S33`38'10"E
17.56'
L896
S16'34'08"E
42.71'
L897
N26'54'38"W
11.22'
L898
N21'40'58"W
23.27'
L899
N68'19'02"E
5.08'
L900
N26'54'38"W
23.67'
L901
N26'54'38"W
28.29'
L902
N26'54'38"W
6.42'
L903
N26-54-38"W
LINE TABLE
LENGTH
LINE
BEARING
24.33'
L904
S11'02'17"E
32.07'
L905
S 11 "53' 10"E
78.64'
L906
S05'11'55"E
24.96'
L907
S27"12'37"E
25AT
L908
S55'12'22"F
13.19'
L909
S2425'19"E
3.26'
L910
S13'11'13"E
17.24'
L911
S22'30'44"E
5.66'
L912
S17'50'47"E
29.02'
L913
S14"07'42"E
LENGTH
82.33'
61.42'
19.48'
12.01'
7.20'
24,42'
20,20'
32.32'
42.37'
24.52'
LINE TABLE
LINE
BEARING
L914
S11"42'30"E
L915
N17'27'55"W
L916
N23"15'17"W
L917
N19'53'50"W
L918
N22'34'21"W
L919
N24'34'09"W
L920
N21'16'35"W
L921
N16'43'38"W
L922
S34'16'14"W
L923
S30'11'22"W
LINE. TABLE
LENGTH
LINEFN18*00'32"E
ARING
7.13'
L924"00'32"W
8.28'
L925
49,20'
L926'11'22"E
43.63'
L927
N34'15'14"E
53,91'
L928
S08'21'04"E
37.80'
L929
S50'11'02"W
26.89'
L930
N27143129"W
3(.21'
L931
N33'57'28"W
6.99'
L932
N53'56'53"E
16.30'
L933
S34-04-18"F
LINE TABLE
LENGTH
LINE
BEARING
14.43'
L934
S63"14'11"W
10.85'
L935
N27'06'28"W
16.87'
L936
N22'19'25"W
9.34'
L937
N63'08'43"W
27.96'
L938
N28'56'28"W
13.06'
L939
S63'14'11"W
41.96'
L940
N67'30'36"W
35.78,
L941
N26'54'38"W
21,99'
L942
N68°05'50"E
39.14'
L943
S39'35'01"E
SWIM BUFFER IMPACT
SB-35
SB-36
SB-37
SB-38
PERM. IMPACT
748 S.F.
8,611 S.F.
3,915 S.F.
0 S.F.
TEMP. IMPACT
905 S.F.
4,193 S.F.
4,269 S.F.
22,952 S.F.
�4J� I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
1 BPIPE Y OPEN CUTUNLESS ON NOTED JURISDICTION BOUNDARY
\OQ•`
AND THAT THE WETLANDS RFON
SS 0�`
2. EXISTING PIPELINE 3W WILL BE REMOVED PRIOR TO
'� REFLECTSTTHEDELINEAfONEVIDENCEPROVION
�.+ O� DEDBY
' KLEINFELDER
INSTALLATION 4F NEW LINE470.
r IN JUNEOF 2019.
a SEAL ��
' L4649 c.;
�9� j�•'��r]� 10 • DAVID A. CLARK, PLS L-4640
I JOB NO,1852,00 1 REV t 11107/2019 1
LINE TABLE
LENGTH
LINE
BEARING
19.53'
L944
N16'11'53"E
33.98,
L945
574'59 51 "W
31.09'
L946
N39'35'01"W
9,19'
L947
N27'4329"W
1.95'
L948
N69'01'43"E
5.56'
L949
N69'08'46"E
49.91'
L950
N14'02'50"E
39.22'
L951
N40'07'38"E
10.68'
L991
N04'07'09"W
27.33'
1992
N07'33'06"W
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
BLS
SURVEYING &CONSULTWG
REGIONAL LAND SURVEYORS, INC. carvHlcHrsols
8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOLJNDARYS OF
GREENSBORO, NORTH CAROLINA 27408
NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
LINE TABLE
LENGTH
LINE
BEARING
LENGTH
26.85'
L993
S26'54'38"E
4,08'
19.79'
L994
S74'59'51"W
5.02
9.70'
7.64'
8,44'
28.50'
45.24'
29.65'
13.59'
9.62,
P
WETLAND i
i = W 497.28'
M
M
-AIIII III
TEMPORARY PERMANENT WETLANDS
SWIM BUFFER SWIM BUFFER
IMPACT IMPACT
'DUKE 1 ral Piedmont
ENERGY. Natural Gas
IR# 0228020 SHEET 16 OF 17 1

LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L895
S25°29'02"F
37.19'
1-956
302"07'34"E
18.03'
L962
N85.52'46"W
30.76'
L696
S16"34'08"E
78.54'
L957
574°43'08"W
34.35'
L963
1115°03'27"E
13.19,
WETLAND & STREAM IMPACTS
WETLAND "WT"
WETLAND "WW"
PERM. IMPACT
0 S.F.! 0 AC.
0 S.F.! 0 AC.
TEMP. IMPACT
24,116 S.F.1 0.554 AC.
12,320 S.F10.283 AC,
LINEAR IMPACT
LEGEND
• COMPUTED POINT
♦ REBAR FOUND OS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJO€NFR BOUNDARY LINE
— • • — — —
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
— SB SB
SWIM BUFFER
— — — — — —
NEW PERMANENT EASEMENT
— — —
EXISTING FASEMENT
G G
EXISTING GAS LINE
—0— — G— —
NEW PIPELINE DB DEED BOOK
— -- —
WETLAND
SSss
SANITARY SEWER LINE PB PLAT BOOK
ryyyyyyy�-
TREE LINE PG PAGE
WOM MGMHOD
ALIGNMENT
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2, EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
SWIM BUFFER IMPACT
SB-38
PERM. IMPACT
0 S.F.
TEMP. IMPACT
22,952 S.F.
\k GG 0I HEREBY e FY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AIND THAT THE WETLANDS SHOWN HEREON
Off' •�(G`SIO/� RFFLFCTS THE DELINEATION EVIDENCE PROVIDED BY
•� KLEINFELDER IN JUNE OF 2019,
- 4 SEAL
• L-4649
• �9 • DA . CLARK, PLS L-4649
JOB NO. 1852.00 1 REV 1: 11 /0712019
SCALE: 1" = 60'
flllll=III_III= �:•:•:•:•
a�aaaiaa _ — .ii� ��f�s♦i �
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
E�EDUKENER �l Piedmont
SC ENERGY. I��Natural Gas
SUIRVfX—YING & CONSULTING
REGIONAL LAND SURVEYORS, INC. COPYRIGHT 2018
8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-11362 LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE. MFCKLINBURG COUNTY
NORTH CAROLINA
TEMPORARY PERMANENT
SWIMBUFFER SWIM -BUFFER
IMPACT IMPACT
WETLANDS
IR# 0228020 SHEET 17 OF 17 1

Determination of Jurisdiction:
A. ® There are waters, including wetlands on the above described project area that maybe subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action TD: FILE NUMBER.
Basis For Determination: See the preliminary jurisdictional determination form dated 5/14/2020.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room I OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
in order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
A �����^�'''JJJJ Digitally signed by
SHAEFFER.DAVID.LEIGH.1260750573
Corps Regulatory Official: Date :2020.05.1415:3406-04'00'
David L. Shaeffer
Date of JD: 5/14/2020
Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Duke Energy, Kelsey Pace File Number: SAW-2019-02442 Date: 5/14/2020
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
❑X
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.gLny.mil/Missions/CivilWorks/Regulator ProgramanclPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section IT of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section IT of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section It of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section TI of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT IF
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR UESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: David L. Shaeffer
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room I OMl 5
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni y to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David L. Shaeffer, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 5/14/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Duke Energy, Kelsey Pace, 4720 Piedmont
Row Drive, Charlotte, NC 28210
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Piedmont Natural Gas Line
470 - Phase I, SAW-2019-02442
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area begins near the
terminus of Coffey Point Drive and continues south along Coffey Creek for approximately 2.8 miles.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC Countv: Mecklenburg City: Charlotte
Center coordinates of site (]at/long in degree decimal format): Latitude: 35.1792 Longitude:-80.9368
Universal Transverse Mercator:
Name of nearest waterbody: Coffey Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
N Field Determination. Date(s): 3/17/2020 by the Corps
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated
amount of
aquatic
resources in
review area
(acreage and
linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs.
non -wetland
waters)
Geographic authority to
which the aquatic
resource "may be"
subject (i.e., Section 404
or Section 10/404)
S-A
35.176291
-80.935643
21
Non -wetland
404
S-AA
35.144350
-80.925992
36
Non -wetland
404
S-AC
35.154241
-80.932524
34
Non -wetland
404
S-13 (Coffey
Creek)
35.148684
-80.928820
714
Non -wetland
404
S-C
35.154241
-80.936621
36
Non -wetland
404
S-D
35.173644
-80.935600
65
Non -wetland
404
S-E
35.172977
-80.935730
44
Non -wetland
404
S-F
35.172896
-80.935724
46
Non -wetland
404
S-H
35.171000
-80.934316
130
Non -wetland
404
S-1
35.170259
-80.933787
70
Non -wetland
404
S-i
35.168624
-80.933641
199
Non -wetland
404
S-L
35.168448
-80.933639
355
Non -wetland
404
S-M
35.166358
-80.932676
114
Non -wetland
404
S-N
35.166060
-80.931941
118
Non -wetland
404
S-O
35.164266
-80.930321
37
Non -wetland
404
S-P
35.164268
-80.930323
100
Non -wetland
404
S-Q
35.164011
-80.930059
94
Non -wetland
404

S-R
35.163747
-80.929935
126
Non -wetland
404
S-T
35.164389
-80.930361
108
Non -wetland
404
S-U
35.159487
-80.931794
156
Non -wetland
404
S-Z2
35.153929
-80.928541
63
Non -wetland
404
WA
35.177558
-80.936175
1.96
Wetland
404
WB
35.172678
-80.935114
2.96
Wetland
404
WC
35.169391
-80.933866
1.15
Wetland
404
WD/WE
35.167721
-80.933307
0.5
Wetland
404
W-F
35.167723
-80.933309
0.53
Wetland
404
WG
35.165413
-80.931275
1.95
Wetland
404
WH
35.162788
-80.930088
0.28
Wetland
404
WI
35.161101
-80.930993
0.51
Wetland
404
WJ
35.157037
-80.932351
0.66
Wetland
404
WK
35.154630
-80.932422
0.39
Wetland
404
WL
35.152483
-80.930040
0.39
Wetland
404
WM
35.151321
-80.929529
0.19
Wetland
404
WN
35.149650
-80.929409
0.28
Wetland
404
WP
35.148312
-80.928571
0.07
Wetland
404
WT
35.142036
-80.924445
0.55
Wetland
404
WW
35.143579
-80.925497
0.28
Wetland
404
WV
35.144123
-80.925836
0.06
Wetland
404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for anon -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checkcd items arc included in the administrative
record and are appropriately cited:
❑X Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figures 8 and 8A-B dated 1/21/2020
❑X Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
© Office concurs with data sheets/delineation report.
❑Office does not concurwith data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
❑X U.S. Geological Survey Hydrologic Atlas: Nationalmap.6ov
DUSGS NHD data:
DUSGS 8 and 12 digit HUC maps:
❑U.S. Geological Survey map(s). Cite scale & quad name:
❑X Natural Resources Conservation Service Soil Survey. Citation: NRCS SSURGO Soils Mapservice
© National wetlands inventory map(s). Cite name: USFWS NWI Mapservice
❑ State/local wetland inventory map(s):
❑ FEMA/FiRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
El Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑Previous determination(s). File no. and date of response letter:
❑Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corns
and should not be relied upon for later jurisdictional determinations.
Digitally signed by
SHAEFFER.DAVID.LEIGH.12
60750573
Date: 2020.05.14 15:34:43
-04'00'
Signature and date of Regulatory
staff member completing PJD
5/14/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timetrames for requester to return signed PJD forms. If the requester does not respond within the established
tone frame, the district may presutne concurrence and no additional follow up is necessary prior to finalizing an action.

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w * ° Aj. as aP U
e USACE Wetland Data Points
• USACE Upland Data Points
Wetlands (12.71 Ac.±)
� Y
The information included on this graphic representation has been compiled from a ■
variety of sources and is subject to change without notice. Kleinfelder makes no
representations or warranties, express or implied, as to accuracy, completeness, 3 O a r m yak; •fir Y
timeliness, or rights to the use of such information. This document is not intended Iv ■ :y ;-"f�Jaenh�
for use as a land survey product nor is it designed or intended as a construction
design document. The use or misuse of the information contained on this graphic
+ representation is at the sole risk of the party using or misusing the information.
FIGURE: DESIGNED BY:
DRAWN BY: NL
CHECKED BY: CJK Property Information Map - North
8 wH DATE: 1 /21 /2020
SCALE: 1:3,000
FOR REDUCED PLANS: Piedmont Natural Gas
ORIGINAL IN INCHES Line 470 Phase
0 0.5 1.0 1.5 2.o Mecklenburg County, North Carolina
of — sheets
N
K H1NAFHL DHR w e E
Bright People. Right Solutions. *
3663 Lake Center drive S
Mount Dora, FL 32757 250 125 0 250
of 352.383.1444
www.kletnfelder.corn ���� Feet
PROJ NO. FILE: 20-0121--PNG Line470 1 inch = 250 feet
20200350.001 A Phl-PropertyOverall.mxd
Source: tmagerylOrthoimagery_2019 (The imagery has a pixel resolution of 6 inches and was flown in the
beginning of2019) obtained from NC OneMap (httpsJ/services.nconemap.gov/secure/services).