20100099 Ver 3_As-Built and Baseline Monitoring_20140123

January 23, 2014
Attn Ms Katie Merritt
NC Department of Environment and Natural Resources
Division of Water Quality- Wetland and Stormwater Branch
1650 Mail Service Center
Raleigh, NC 27699 -1650
Subject Submittal of the Pancho As -Built & Baseline Monitoring Document
Dear Ms Merritt
On behalf of Restoration Systems (RS) I am pleased to submit to you the Pancho Bank Parcel As -Built
and Baseline Monitoring Report Enclosed you will find one (1) hard copy and one (1) digital copy of the
report The monitoring bond is included as Appendix F and is provided separately for your records
As a result of the as -built survey, additional acreage viable to generat riparian buffer and nutrient offset
credit along Kennedy Mill Branch was discovered This additional credit generating area was included
within the Parcel's updated as -built asset tables As a result the Bank Parcel will generate an additional
152 acres of riparian buffer Our nutrient generation decreased by 01 of an acre I have provided an
original credit release schedule and revised `as- built' credit released schedule for your review This
includes a Task 3 credit release adjustment based on the total assets detailed in the As -Built Report
Please feel free to contact me directly at 919 604 9314 with any questions
Sincerely,
f'ay�o� 4l�
Raymond Holz
Project Manager
Attachments
- Original and Adjusted Credit Release Schedules
- 1 printed & digital copy of the Pancho As -Built & Baseline Monitoring Document
- Original Monitoring Bond — provided by the Hartord
1101 Haynes St, Suite 211 • Raleigh, NC 27604 • www restorationsystems com • Ph 919 755 9490 • Fx 919 755 9492

Pancho Bank Parcel ORIGINAL CREDIT RELEASE
Credit Type
Acreage of Credit Generation
Multiplier
Total Credit Generated
Riparian Buffer
35
43 560 sq It
152 460 sq It
Nutrient Offset
1134
2,273 02 Ibs /acre[
25,776 04 Ibs
Task #
Description
Current Status
% of Contract
Credits
Date of Release
Total Credits Released
Bank Parcel Development Package Approved by DWR,
Riparian Buffer (sq ft )
30,492 00
30,492 00
1
Conservation Easement or Restrictive Covenants
Approved
20%
11/7/13
Nutrient Offset (Ibs)
5,15521
5 15521
Recorded and Performance Bond Purchased
Mitigation Site Earthwork, Planting and Installation of
Riparian Buffer (sq ft)
30,492 00
30,49200
2
Approved
20%
11/7/13
Nutrient Offset (Ibs)
5 155 21
5,15521
Monitoring Devices Completed
Approval of As Built Report and Monitoring Bond
Riparian Buffer (sq It ]
15,246 00
3
Purchased
10%
Nutrient Offset (Ibs )
2,57760
Submit Monitoring Report #1 to DWQ (meets success
Riparian Buffer (sq ft)
15,246 00
1
criteria)
10%
Nutrient Offset (Ibs )
2 577 60
Submit Monitoring Report #2 to DWQ (meets success
Riparian Buffer (sq ft)
15,24600
1
criteria)
10%
Nutrient Offset (Ibs )
2 577 60
Submit Monitoring Report #3 to DWQ (meets success
Riparian Buffer (sq It
15,246 00
1
criteria)
10%
Nutrient Offset (Ibs )
2,57760
Submit Monitoring Report #4 to DWQ (meets success
Riparian Buffer (sq ft)
15,246 00
1
criteria)
10%
Nutrient Offset (Ibs )
2,57760
Submit Monitoring Report #5 to DWQ (meets success
Riparian Buffer (sq ft)
15 246 00
1
criteria)
10%
Nutrient Offset (Ibs )
2,57760
Riparian Buffer (sq ft)
152,46000
60,984 00
Totals
100%
FNutnent Offset (Ibs)
25,77604
10,31042

Pancho Bank Parcel AS -BUILT REVISED CREDIT RELEASE
Credit Type
Acreage of Credit Generation
Multiplier
I Total Credit Generated
Riparian Buffer
502
43,560 sq ft
218,671 20 sq ft
Nutrient Offset
1133
2,273 02 Ibs /acre
25,753 31 Ibs
% of
Date of
Total Credits
Difference Based on
Task #
Description
Current Status
Total
Credits
Release
Released
Adjusted Credit Totals
Bank Parcel Development Package Approved by
Riparian Buffer (sq ft )
43,734 24
30,492 00
13,242 24
1
DWR Conservation Easement or Restrictive
Approved
20%
11/7/13
Nutrient Offset (Ibs)
5,15066
5,15521
455
Covenants Recorded and Performance Bond
Purchased
Mitigation Site Earthwork, Planting and Installation of
Riparian Buffer (sq it)
43,734 24
30,492 00
13,242 24
2
Approved
20%
11/7/13
Nutrient Offset (Ibs)
5,15066
5,155 21
455
Monitoring Devices Completed
Approval of As -Built Report and Monitoring Bond
Riparian Buffer (sq It ►
21,867 12
48,35160
3
Purchased
Submitted
10%
Nutrient Offset (Ibs)
2,57533
2,56624
Submit Monitoring Report #1 to DWQ (meets success
Riparian Buffer (sq ft)
21,867 12
1
criteria)
10%
Nutrient Offset (Ibs )
2 575 33
Submit Monitoring Report #2 to DWQ (meets success
Riparian Buffer (sq ft)
21,867 12
1
criteria)
10%
Nutrient Offset (Ibs )
2,57533
Submit Monitoring Report #3 to DWQ (meets success
Riparian Buffer (sq ft)
21,867 12
1
criteria)
10%
Nutrient Offset (Ibs)
2,11533
Submit Monitoring Report #4 to DWQ (meets success
Riparian Buffer (sq ft )
21,867 12
1
criteria)
10%
Nutrient Offset (Ibs )
2,57533
Submit Monitoring Report #5 to DWQ (meets success
Riparian Buffer (sq ft )
21,867 12
1
criteria)
10%
Nutrient Offset (Ibs )
2,57533
Riparian Buffer (sq ft )
218,671 20
109,335 60
26,48448
Totals
100%
Nutrient Offset (Ibs)
25,753 31
12,876 66
9 09
• Task 3 The 'Total Credits Released" was calculated by adding or subtracting the "Adjusted Credit Totals" from Task 1 and 2 credit releases

The Hartford
Monitoring Bond
Bond No 22BSBGQ8686
Bond, T -4
One Hartford Plaza
Hartford, Connecticut 06155
KNOW ALL MEN BY THESE PRESENTS, that we, Restoration Systems, LLC, as Principal, and Hartford Fire
Insurance Company, licensed to do business In the State of, NC as Surety, are held and firmly bound unto North
Carolina Department of Environment and Natural Resources — Division of Water Resources (Obligee), In the penal
sum of One Hundred Fifty Thousand and 00/100 Dollars ($150,000.00), lawful money of the United States of America,
for the payment of which sum, well and truly to be made, the Principal and Surety do bind themselves, their heirs,
executors, administrators, and successors and assigns, jointly and severally, firmly by these presents
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the above bounden Principal has entered Into certain
written Contract for the Neuse Riparian Buffer and Nutrient Mitigation Umbrella Banking Instrument with the above named
Obligee, effective the 14th day of January, 2014 for Hydrologic Unit Code (HUC) 03020201 and more fully described In
said Umbrella Banking Instrument (UMBI), a copy of which Is attached, which Agreement Is made a part hereof and
Incorporated herein by reference, except that nothing said therein shall alter, enlarge, expand or otherwise modify the
term of the bond as set out below
NOW, THEREFORE, If Principal, Its executors, administrators, successors and assigns shall promptly and faithfully
perform the Contract, according to the terms, stipulations or conditions thereof, then this obligation shall become null and
void, otherwise to remain In full force and effect subject to the following
Notwithstanding the provisions of the Contract, the term of this bond be from January 14, 2014 to January 14, 2015 and
may be extended annually by the Surety via issuance of a replacement bond However, neither nonrenewal by the
Surety, nor the failure or inability of the Principal to file a replacement bond, shall itself constitute a loss to the Obligee
recoverable under this bond or any renewal or continuation thereof The liability of the Surety under this bond or any
continuation certificates issued in connection therewith shall not be cumulative and shall in no event exceed the amount
as set forth in this bond or any additions, rider, or endorsements properly issued by the Surety as supplements thereto
Sealed with our seals and dated this 14th day of January, 2014.
-L�-� mu.'f'�
Witness
Witness
Agreed and acknowledged this _ day of , 2014
By
Obligee
Restoration Systems, LLC
Principal
neth J P pies, Attoi
l4it ".G:d,
JCE- COMPAN-X. ;,-.- f
/- ri -Fact
i e�� ,L �

Direct Inquiries /Claims to
-POWER OF ATTORNEY THE HARTFORD
BOND, T-4
One Hartford Plaza
Hartford, Connecticut 06155
call 888 - 266 -3488 or fax 860 - 757 -5835
KNOW ALL PERSONS BY THESE PRESENTS THAT. Agency Code 22- 270197
X Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut
X Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana
X Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut
Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut
Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana
Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois
Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana
Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida
having their home office in Hartford, Connecticut, (hereinafter, collectively referred to as the "Companies ") do hereby make, constitute and appoint,
up to the amount of unbmited-
Laura Krosky, Sandra B Byrum, Southgate Jones 111, Angela B Bntt, James P Carter 11, Phoebe Honeycutt,
Kenneth J Peeples, Kitara A Smith, Heather L Kennedy, Ned B Biller, Bobbi D Pendleton
of
Durham, NC
their true and lawful Attorneys) -In -Fact, each in their separate capacity if more than one is named above, to sign Its name as surety(ies) only as
delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written Instruments in the
nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and
executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law
In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies
have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant
Secretary Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are
and will be bound by any mechanically applied signatures applied to this Power of Attorney
ltd , f` ��`^ t t~ ♦f �� r"�4
e �AM►� � �,�e�n•.rie��f a tos r 4 �r't' �yoeL�� a` wtprlOt�
b6 fe A•otbi t��i l9Z e F g�i97 i9T9
+ ti �.
+ its �,. . ��' iN �yAA ►apt • }`aa tiro S 4•.N
10-0-17 W. Cx� 3-
Wesley W Cowling, Assistant Secretary
STATE OF CONNECTICUT
ss Hartford
COUNTY OF HARTFORD )
M Ross Fisher, Assistant Vice President
On this 3rd day of March, 2008, before me personally came M Ross Fisher, to me known, who being by me duly sworn, did depose and
say that he resides in the County of Hartford, State of Connecticut, that he is the Assistant Vice President of the Companies, the corporations
described in and which executed the above instrument, that he knows the seals of the said corporations, that the seals affixed to the said
instrument are such corporate seals, that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his
name thereto by like authority
7�A�
* � " Scott E Paseka
Nota:y Public
CERTIFICATE My Commission Expires October 31, 2012
I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and fare oing is a true and correct
copy of the Power of Attorney executed by said Companies, which is still in full force effective as of ! �(�
Signed and sealed at the City of Hartford
'rte 1`0 �ryyr��..``�� .i
p ► i �i4nuV.ttni a �a�� � 9� L /�pua„�t• ^� � wtpl/OfA
`a M � ° 1967 � E • �'� • Ri �e • f
P ett nt. f` A•oili�i fi ,: 1970 97 I944
• ��..� �n°•w�a° +AA � 1v�t • `"•..; tuwA• 4•aN �:.�''
t
Gary W Stumper, Assistant Vice President

DEED REFERENCE(SI:
BEING ALL OF THE
PROPERTIES RECORDED IN
D.B. 2763, PG. 212 &
D.B. 2817, PG. 419
OF THE WAYNE COUNTY
REGISTRY OF DEEDS.
MAP REFERENCE(S):
BOOK N, PG. 50B
P.C. K, SL. 83 -I
P.C. K, SL. 35 -C
GENERAL NOTES:
1) NOTE: NO ABSTRACT TITLE, NOR TITLE
COMMITMENT, NOR RESULTS OF TITLE
SEARCH WERE FURNISHED TO THE
SURVEYOR. ALL DOCUMENTS OF
RECORD REVIEWED ARE NOTED
HEREON (SEE REFERENCES). THERE
MAY EXIST OTHER DOCUMENTS OF
RECORD THAT MAY AFFECT THIS
SURVEYED PARCEL.
THE AREA REPRESENTED BY THIS PLAT IS NOT LOCATED IN
A FLOOD HAZARD BOUNDARY ACCORDING TO FEMA MAP
VICINITYMAP (NTS) NUMBER(S) 3720254700J ZONE(S): X DATED: DECEMBER 2,
_J 2005.
SURVEYORS CERTIFICATIONS)
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous
material sites, underground utilities or any other features above, or below ground other
than those shown. However, no visible evidence of cemeteries or utilities, aboveground or
otherwise, was observed by the undersigned.
I certify that the survey is of another category (Composite Map /Nutrient Offset &
Compensatory Mitigation Areas Map), such as the recombination of existing parcels, a
court - ordered survey, or other exception to the definition of subdivision.
I certify that the GPS control tie down for this survey (from "A" to "B ") was performed to
class AA specifications per 21 NCAC 56.1603 and that static GPS field procedures and
coordinates were obtained by least squares adjustment using Ashtech Solutions version 2.60.
That the GPS control tie down was performed on November 4th, 2009 using three Tholes
Navigation Promork II receivers. All coordinates are based on NCGS Monument "HOOD"
referenced to NCSPC NAD 83/86.
(1) Class of survey: AA (6) Published /Fixed - control use: NCGS "HOOD"
(2) Positional accuracy: 1:20,000 (7) Geiod model: Geiod 99 for U.S.
(3) Type of GPS field procedure: Static (8) Combined grid factor(s): 0.9998744999
(4) Dates of survey: November 4th, 2009 (9) Units: U.S. Survey Feet
(5) Datum /Epoch: NCSPC 1983/86
JOHN A. RUDOLPH , certify that this plat was drawn under my supervision from (an actual
survey made under my supervision) (deed description recorded in Book SEE , Page REFS ,
etc.) (other); that the ratio of precision as calculated by latitudes and departures is
1/10,000 +; that the boundaries not surveyed are shown as broken lines plotted from
information found in Book - -- , Page - -- (All lines surveyed); that this plat was prepared
in accordance with G.S. 47 -30 as amended. Witness my original signature, registration
number, and seal this 16th day of December , A.D. 2013.
SEAL OR STAMP
Surveyor L -4194
This document originally issued and sealed
by John A. Rudolph, license number L -4194,
on December 16, 2013. This electronic
media shall not be considered a certified
document. See the project report for
certificate and seal.
METADATA CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
DESCRIPTION
67.79'
N24 704'40 "W
4"x4" CONCRETE MARKER
Q
DISTURBED WITH PK NAIL
0.1' ABOVE GRADE
2.0' ABOVE GRADE
WITH A 1" O.D. IRON PIPE
4 "x4" CONCRETE MARKER
2Q
WITH PK NAIL
3.0' ABOVE GRADE
2.25' ABOVE GRADE
2" O.D. EXISTING AXLE
No. 5 REBAR WITH CAP
O
INSCRIBED: "CONSERVATION
OF STREAM, 2.5'± ABOVE
EASEMENT" FLUSH WITH
WATER
GRADE
No. 5 REBAR WITH CAP
"CONSERVATION
4 "x4" CONCRETE MARKER
®
TOP SEPARATED
EASEMENT" FLUSH WITH
FROM BOTTOM
GRADE
0.5' ABOVE GRADE
O
3"x3" CONCRETE MARKER
0.8' BELOW GRADE
0.8' ABOVE GRADE
©
2" O.D. IRON PIPE
0.5' BELOW GRADE
0.3' ABOVE GRADE
O
2" O.D. IRON PIPE
INSCRIBED: "CONSERVATION
0.2' ABOVE GRADE
©
2" O.D. IRON PIPE
GRADE
0.1' ABOVE GRADE
O
2" O.D. IRON PIPE
FLUSH WITH GRADE
0.1' ABOVE GRADE
O
1" O.D. IRON PIPE
204.84'
1.0' ABOVE GRADE
B
No. 5 THREADED REBAR
N 13'17'51 "E
0.2' ABOVE GRADE
44.38'
WITNESSED BY 1" O.D.
_1 5A
IRON PIPE 1.1' ABOVE
N77-45'21 "E
GRADE & WITNESSED BY
76.26'
0.5" O.D. IRON PIPE
_1 5C
5' ABOVE GRADE
N77'45'21 "E
2" O.D. IRON PIPE
©
FLUSH WITH GRADE
_1 6A
WITNESSED BY DISTURBED
N77'49'1 2"E
AXLE
127.89'
No. 5 REBAR WITH CAP
O
INSCRIBED: "CONSERVATION
N77 °06'22 "E
EASEMENT" FLUSH WITH
41.21'
GRADE
®
1" O.D. IRON PIPE
S27 °26'54 "E
0.5' ABOVE GRADE
2" O.D. IRON PIPE
FLUSH WITH GRADE
Q5
WITNESSED BY U METAL
STAKE, 2.5' ABOVE
GRADE
©
2" O.D. IRON PIPE
FLUSH WITH GRADE
2" O.D. IRON PIPE
0.2' ABOVE GRADE
©
WITNESSED BY 2" O.D.
IRON PIPE, 4' ABOVE
GRADE
2" O.D. IRON PIPE
0.2' ABOVE GRADE
®
WITNESSED BY 2" O.D.
IRON PIPE, 2.75' ABOVE
GRADE
METADATA CORNER
DESCRIPTIONS
(CORNER #24 NOT USED)
CORNER
DESCRIPTION
67.79'
N24 704'40 "W
L2A
2" O.D. IRON PIPE
N70 °56'1 0 "W
0.1' ABOVE GRADE
i9
WITH A 1" O.D. IRON PIPE
L3
DRIVEN INTO SAID EIP
N67 °58'01 "W
3.0' ABOVE GRADE
29.07'
2" O.D. EXISTING AXLE
20
LOCATED IN CENTERLINE
N64 724'53 "W
OF STREAM, 2.5'± ABOVE
115.93'
WATER
21 To 23
No. 5 REBAR WITH CAP
"CONSERVATION
,
INSCRIBED:
25 To 33
EASEMENT" FLUSH WITH
L8
GRADE
34
No. 4 REBAR
38.80'
0.8' BELOW GRADE
35
No. 4 REBAR
S84'1 8'03"W
0.5' BELOW GRADE
94.20'
No. 5 REBAR WITH CAP
3s To 44
INSCRIBED: "CONSERVATION
N14 °58'15 "W
EASEMENT" FLUSH WITH
88.42'
GRADE
4s To O2
No. 5 REBAR
NO2 °07'43 "W
FLUSH WITH GRADE
LINE DATA ALONG
CONSERVATION
EASEMENT
LINE
LENGTH
BEARING
L1
67.79'
N24 704'40 "W
L2A
7.98'
N70 °56'1 0 "W
1_213
102.90'
N70 °56'10 "W
L3
129.92'
N67 °58'01 "W
L4A
29.07'
N64 °24'53 "W
L413
60.78'
N64 724'53 "W
L5
115.93'
N88 °48'31 "W
L6
68.88'
N51 °21'36 "W
L7
51.28'
N05 °41'57 "W
L8
208.81'
S84'1 8'03"W
L9A
38.80'
S84'1 8'03"W
L913
46.64'
S84'1 8'03"W
L1 CA
94.20'
N14 °58'15 "W
B
58.98'
N14 °58'15 "W
1
88.42'
N14 °23'40 "W
_1 2A
62.76'
NO2 °07'43 "W
_1 2B
ILL,
9.33'
NO2 °07'43 "W
3A
204.84'
N 13'17'51 "E
B
12.74'
N 13'17'51 "E
L14
44.38'
NO2 °35'42 "E
_1 5A
105.94'
N77-45'21 "E
_1 5B
76.26'
N77 °45'21 "E
_1 5C
60.63'
N77'45'21 "E
_1 5D
443.37'
N77'45'21 "E
_1 6A
37.49'
N77'49'1 2"E
_1 6B
127.89'
N77'49'1 2"E
161.71'
N77 °06'22 "E
L17
41.21'
N77 °06'22 "E
19.22'
S27 °26'54 "E
CONSERVATION EASEMENT
ArRFAr -F nere-
THE AREA OF CONSERVATION EASEMENTA =24.35
ACRES± EXCLUDING N.C.S.R. 1008 R/W AND
INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
THE AREA OF CONSERVATION EASEMENT B = 41.27
ACRES± EXCLUDING N.C.S.R. 1008 R/W AND
INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
THE TOTAL AREA OF CONSERVATION EASEMENTS A
&B = 65.62 ACRES± EXCLUDING N.C.S.R. 1008 R/W
AND INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
LINE DATA ALONG
RIGHT -OF -WAY OF
STEVENS MILL ROAD
(N.C.S.R. 1008)
LINE
LENGTH
BEARING
_140
28.68'
N76'1 8'54"E
_141
91.52'
N77'40'1 4"E
_142
82.53'
N77 °48'21 "E
_143
57.73'
N77 °36'20 "E
_144
75.33'
1 N77'45'21 "E
LINE DATA ALONG
CENTERLINE OF
KENNEDY MILL
BRANCH FROM "C"
TO "D" (ALL POINTS
ARE NMC)
LINE
LENGTH
BEARING
L19
42.41'
NO3 °58'50 "W
L20
38.28'
N29 °48'33 "W
L21
49.13'
N48'1 8'39"W
L22
29.41'
N41'52'1 6"W
L23
39.43'
N17 °21'15 "E
L24
12.77'
N06 °44'29 "W
L25
26.70'
N10 °06'22 "E
L26
28.90'
NO2 °25'39 "E
L27
33.22'
N34 °09'02 "W
L28
20.75'
N15 °04'44 "W
TOTAL WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B
TOTAL 1 1,340,791.99 sq. ft. 1 30.79 acres
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B ,
218,101.43 sq. ft. 5.02 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B
TOTAL 1 493,324.06 sq. ft. 1 11.33 acres
SHEET 1 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
rr1MP(1CITF KAAP
OF THE
PANCHO BANK PARCEL
FOR
PANCHO MITIGATION
COMPANY, LLC
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200

WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT A
W -Al
490,739.83 sq. ft.
11.27 acres
W -A2
31,236.35 sq. ft.
0.72 acres
W -A3
5,311.70 sq. ft.
0.12 acres
TOTAL
527,287.88 sq. ft.
12.11 acres
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENT A
N -Al
117,003.09 sq. ft.
2.69 acres
N -A2
58,945.50 sq. ft.
1.35 acres
LL
175 948.59 sq. ft.
4.04 acres
ac
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENT
N -Al
721.03 sq. ft.
0.02 acres
N -A2
17,887.73 sq. ft.
0.41 acres
N -A3
24,435.51 sq. ft.
0.56 acres
N -A4
11,827.24 sq. ft.
0.27 acres
WAS
8,482.08 sq. ft.
0.19 acres
N -A6
1,045.01 sq. ft.
0.02 acres
N -A7
2,076.83 sq. ft.
0.05 acres
N -A8
1,137.69 sq. ft.
0.03 acres
N -A9
19,554.70 sq. ft.
0.45 acres
N -A70
1,252.32 sq. ft.
0.03 acres
N -All
267.65 sq. ft.
0.01 acres
N -Al2
12,912.51 sq. ft.
0.30 acres
TOTAL
101 600.30 sq. ft.
2.34 acres
GENERAL NOTES:
WETLAND AREAS AND CENTERLINE OF BRAIDED
CHANNEL PROVIDED BY AXIOM ENVIRONMENTAL,
INC.
ALL STREAMS WERE SURVEYED BY K2 DESIGN
GROUP, P.A. DURING AUGUST - DECEMBER, 2013.
4.25' FROM
:.,;..CENTERLINE TO EDGE
OF KENNEDY MILL BRANCH
AT R -137 & R -138
DO
DO
- o
_ o
U Q
z z
0
z
SECTION 4
NOT TO SCALE
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
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CUD)
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OF UT -5
N
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This document originally issued and sealed
LEGEND:
SHEET 2OF4
N88 °58' 16 "W
- -
TO EDGE OF UT-5:,%.
00
0
..;. :;:.'::,:..;::....:...50......, .:.....:....
...%.:: : °:;:BRAIDED CHANNEL
cD_
EIP - EXISTING IRON PIPE
(TYPICAL OF BOTH
L)
EN - EXISTING NAIL
SIDES OF
13.63'
EMN - EXISTING MAG NAIL
;:CENTERLINE -
EIS EIS
4s � 0
58 16 W
EIS - EXISTING IRON STAKE
x
EPP - EXISTING PUMP PIPE
z z
26.05' 4s EIS 49.52'
ERCM - EXISTING RIGHT -OF -WAY
SECTION 1
z
NOT TO SCALE
CONCRETE MARKER
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
This document originally issued and sealed
LEGEND:
SHEET 2OF4
N88 °58' 16 "W
ISS - IRON STAKE SET
14.79
ECM - EXISTING CONCRETE MARKER
OF KENNEDY
"E" NMC
EIP - EXISTING IRON PIPE
10
N88 °58' 16'
EN - EXISTING NAIL
document. See the
13.63'
EMN - EXISTING MAG NAIL
0
°a N88
EIS EIS
4s � 0
58 16 W
EIS - EXISTING IRON STAKE
N88'58'1 6"W
EPP - EXISTING PUMP PIPE
z z
26.05' 4s EIS 49.52'
ERCM - EXISTING RIGHT -OF -WAY
142.27'
EIS 7t N43 °01'28 "W
CONCRETE MARKER
S36
N -All
�
°04' 16 "W 1 19.22'
NMC - NON - MONUMENTED CORNER
273.67' EIS Q ' "W
RNV - RIGHT OF WAY
EOP EDGE OF PAVEMENT
N40.1 1 17
-
z
'•
103.25'
EB - EASEMENT BOUNDARY
CL - CENTERLINE
EIS s9 N39 °59'27 "W
UP - UTILITY POLE
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
v
3
50.94'
EIS sa
0
P.C. - MAP BOOK
D.B. -DEED BOOK
600
N 12'55'39 "W
PG. - PAGE
N -A9, ,'.,.. :...
EIS s7 59.09'
O ISS FLUSH WITH GRADE
.
COX
°I
—
PROPERTY LINE
D.B. 2261 \
V
PG. 808
...:...... .
- - -- -TIE DOWN LINE
O:
RIGHT OF WAY LINE OR
"J
N01 °27' 15 "E
ADJOINER LINE
149.13'
TRIBS
NI -A5
EIS ss
UT
T - UNNAMED TRIB
U U TRIBUTARY
U
47 EIS
0
-5: "I 0
•' BRAIDED ' ^•i v
'�: �'Y'' <. � i:':`!° COX ETAL
CHANNEL ;'=
� N W.B. 89E PG. 503
I
2' _�0 D.B. 1125 PG. 121
S01 °44'35 'E
2
a.
N -A4
136.60'
� EIS ss
0
CONSERVATION
NO3 °41 '45 "E
EASEMENT A
138.74'
24.35 ACRES± EXCLUDING
THE RIGHT—OF—WAY OF
STEVENS MILL ROAD
U)
EIS 64
0
r N. C. S. R. 1008 AND
o_
.I
INCLUD /NG THE 30'
w .: >••: - <':' ".' :,.'.
: W L -Al o[. N 17'19'1 4"E
PROGRESS ENERGY
o :':. .
C17 '� >::.':: ":`::::':':',':..:' �o';:.. ;.
84.05'
( EIS ss
O
EASEMENT BY COORDINATE
COMPUTATION
COX
D.B. 2261 m
a�
NO2 °35'51 E
PG. 808
6 0.89'
EIS sz
Q
N18 °30'25 "W
137.93'
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
r
EIS st
0
Z
COX ETAL
W.B. 89E, PG. 503
D.B. 1125 PG. 121
Z EIS sa
e�
IIdt
ATCHLINE SHEET.`"
. 3
�ATCHLIN E SHEET „D,; N
N11 °24'59 "W
138.62'
EIS 59
N13 °33'50 "W
This document originally issued and sealed
161.57'
SHEET 2OF4
by John A. Rudolph,
license number L -4194,
CENTERLINE
on December 16, 2013. This electronic
OF KENNEDY
RIPARIAN BUFFER& NUTRIENT OFFSET
media shall not be
considered a certified
COMPOSITE MAP
document. See the
project report for
°14'10 "W
OF THE
certificate and seal.
EIS ss
PANCHO BANK PARCEL
EIS s4 49.20'
S01 °44'35 "E
142.27'
FOR
PANCHO MITIGATION
48 EIS
COMPANY, LLC
S39'44'3 "E
S �
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
50.83'
200 100 0 200 400
600
COX
F
D.B. 2261,
—
GRAPHIC SCALE I" =200'
PG. 808
r
EIS st
0
Z
COX ETAL
W.B. 89E, PG. 503
D.B. 1125 PG. 121
Z EIS sa
e�
IIdt
ATCHLINE SHEET.`"
. 3
�ATCHLIN E SHEET „D,; N
N11 °24'59 "W
138.62'
EIS 59
N13 °33'50 "W
NOTE:
161.57'
OLD PROPERTY
LINE IS
CENTERLINE
EIS
OF KENNEDY
58
N11 °49'10 "W
MILL BRANCH.
94.01'
EIS 57 N25 °25'00 "W
34.01' N06
°14'10 "W
EIS @
69.85' _
EIS ss
_
_ N77 °42'40 "E \
EIS s4 49.20'
FUTRELL
D.B. 617,
ro
o �
�M
C) o
U Q
z z
0
z

FROM THE PROGRESS so
ENERGY RALEIGH OFFICE) 4s EIS EIS
L14
UP / -141 -1 3B
SECTION 4
SEE SHEET 2 OF 4
V, P
R� E�pQ (TYPICAL SECTION
OF KENNEDY
Ft� MILL BRANCH AT R -B7
LEGEND: RECORD CORNER & R -B8)
ISS -IRON STAKE SET D.B. 2763, PG. 212
ECM - EXISTING CONCRETE MARKER
EXISTING WOOD
EIP - EXISTING IRON PIPE RAIL FENCE L12A
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL 3a EIS
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE EXISTING U
ERCM - EXISTING RIGHT -OF -WAY SOIL
CONCRETE MARKER ROAD 37 EIS
NMC - NON- MONUMENTED CORNER
RIW - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
TRIBS
UT - UNNAMED TRIBUTARY
SHEET 3 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
EIS sa N11 °49'10 "W
94.01'
EIS 57 N25.25'00 "W
34.01' N06 °14'10 "W
EIS 56 69.85' — ------
EIS ss _
_ — N77 °42'40 "E \
EIS 54 49.20' FUTRELL
� � D.B. 617,
N77 °42'40 "E .� PG. 33
16.27' N•C•S R ILL ROND
METAL HEAD WALLS M 06uc)
N 5
P
E
WITH (2) CMP'S STEV W 9ANE9 �
(NCDOT TYPICAL) (60 R=
�
C U
'E
F"
KENNEDY'
:MILL
BRANCH.:......
126 :',::- <,;;�_.s� :��:;.:.;;:::� :`1�' :.:. =':• ; ::; . . :.:.........:.... .
J w,.
'•N -B3�.
r
UT -1
WL -B1
EIS 42
L 16A
L1
WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT B
EXISTING 30' PROGRESS
ENERGY EASEMENT (15' W-Bl 813,504.11 sq. ft. 18.68 acres
ON EACH SIDE OF UTILITY TOTAL 813,504.11 sq. ft. 18.68 acres
LINE)(INFORMATION OBTAINED
FROM THE PROGRESS
ENERGY RALEIGH OFFICE)
R/W 00
L176 EOp ° n
�U 44 E, R/W C
EIS / z z
ECM �1 L18
S27 °26'54 "E
148.18'
0
z
s
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
s
J. 9
sz • �
rr• rr-
�O
EXISTING 30' PROGRESS
ENERGY EASEMENT 15'
ON EACH SIDE OF UTILITY
LINE)(INFORMATION OBTAINED
L14
UP / -141 -1 3B
SECTION 4
SEE SHEET 2 OF 4
V, P
R� E�pQ (TYPICAL SECTION
OF KENNEDY
Ft� MILL BRANCH AT R -B7
LEGEND: RECORD CORNER & R -B8)
ISS -IRON STAKE SET D.B. 2763, PG. 212
ECM - EXISTING CONCRETE MARKER
EXISTING WOOD
EIP - EXISTING IRON PIPE RAIL FENCE L12A
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL 3a EIS
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE EXISTING U
ERCM - EXISTING RIGHT -OF -WAY SOIL
CONCRETE MARKER ROAD 37 EIS
NMC - NON- MONUMENTED CORNER
RIW - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
TRIBS
UT - UNNAMED TRIBUTARY
SHEET 3 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
EIS sa N11 °49'10 "W
94.01'
EIS 57 N25.25'00 "W
34.01' N06 °14'10 "W
EIS 56 69.85' — ------
EIS ss _
_ — N77 °42'40 "E \
EIS 54 49.20' FUTRELL
� � D.B. 617,
N77 °42'40 "E .� PG. 33
16.27' N•C•S R ILL ROND
METAL HEAD WALLS M 06uc)
N 5
P
E
WITH (2) CMP'S STEV W 9ANE9 �
(NCDOT TYPICAL) (60 R=
�
C U
'E
F"
KENNEDY'
:MILL
BRANCH.:......
126 :',::- <,;;�_.s� :��:;.:.;;:::� :`1�' :.:. =':• ; ::; . . :.:.........:.... .
J w,.
'•N -B3�.
r
UT -1
WL -B1
EIS 42
L 16A
L1
WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT B
EXISTING 30' PROGRESS
ENERGY EASEMENT (15' W-Bl 813,504.11 sq. ft. 18.68 acres
ON EACH SIDE OF UTILITY TOTAL 813,504.11 sq. ft. 18.68 acres
LINE)(INFORMATION OBTAINED
FROM THE PROGRESS
ENERGY RALEIGH OFFICE)
R/W 00
L176 EOp ° n
�U 44 E, R/W C
EIS / z z
ECM �1 L18
S27 °26'54 "E
148.18'
0
z
s
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14

LEGEND:
ISS - IRON STAKE SET
ECM - EXISTING CONCRETE MARKER
EIP - EXISTING IRON PIPE
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
ERCM - EXISTING RIGHT -OF -WAY
CONCRETE MARKER
NMC - NON- MONUMENTED CORNER
R/W - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
-� TRIBS
UT - UNNAMED TRIBUTARY
LO
g00
Of
CD �
I
0
z
E PARCELS FUTRELL z �2
D.B. 997, PG. 507 cNo
O N
SECTION 2 �z
SEE SHEET 4 OF 4
(TYPICAL SECTION
KENNEDY MILL BRANCH © EIS
AT R -B2, R -B3 & R -B4)
MpTCHIINE SHEEi� �,�,
n�j► TA CHLINE SHEET 4
rvn,� °h
FUTRELL
D.B. 997. PG. 507
a
P
23 El
N�
a
EIS
WL -81..
o°
0
rn
EIS EIP to
�Ib OHO L O
2t EIS \\ EIP is
06. 6S. O
EA \
FUTRELL
/
D.B. 1433,
PG. 565
EIP t7
FUTRELL
D.B. 2791,
PG. 432
rn�
Q
ECM
0
N
MN' °lb
-BIN
6
.f
N66
�ry�b
EIP
15
EIS
S24 °59'25 "W
0
9.60'
0
°
N O
N66 °48'55 "W 'S
N
105.54' N66 °,
EIP is
N66 °48'55 "W
cv
U
z
o°
0
rn
EIS EIP to
�Ib OHO L O
2t EIS \\ EIP is
06. 6S. O
EA \
FUTRELL
/
D.B. 1433,
PG. 565
EIP t7
FUTRELL
D.B. 2791,
PG. 432
rn�
Q
ECM
0
N
°48'55 "W
-BIN
6
.f
N66
• :` WL
;. TO EDGE OF
EIS
S24 °59'25 "W
t 3
9.60'
;.
°
N66 °48'55 "W 'S
N
105.54' N66 °,
N
N66 °48'55 "W
U
z
EIP t4
0
135.52'
FUTRELL
D.B. 2791,
PG. 432
00
o00
:0.5' OF : C,
CENTERLINE ° °
:'TO EDGE z z
' •• OF UT -3 TO::
x
af
o'
O
Z
SECTION 3
NOT TO SCALE
IL
2.5' FROM
ILI CENTERLINE '
;. TO EDGE OF
KENNEDY
MILL BRANCH ..`
rD
C ro
Q
U
z
0
SECTION 2
z
NOT TO SCALE
This document originally issued
/ and sealed by John A. Rudolph,
license number L -4194, on
/LEE December 16, 2013. This
89E -145 electronic media shall not be
D.B. 821, considered a certified document.
/ PG. 687 / See the project report for
S56 °48'24 "E certificate and seal.
6009. / 8.00'
397 6 09 �'
KORNEGAY
S56 °48'24 "E D.B. 2792,
NMC EIP 109.24' PG. 150
S57 °39'55 "E
EIP (0-7) 141.06'
S68'55'1 0"E
1.61'
EIP EIP (s
EIS
11 NS X60 .sue
3S0 �S rn
h
09�Y ho
N �
EIP to \
NC GRID COORDINATE \ \
N= 6.5494'
\
E= 2,U242,242 ,867.0492'
2oS \�'S7°
NCGS MARKER W.
"HOOD"
GRID FACTOR: 0.9998744999
N =562,846.9320'
E= 2,259,109.0870'
HORIZONTAL GROUND
DISTANCES USED UNLESS
OTHERWISE NOTED.
SHEET 4 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
yr i nr-
PANCHO BANK PARCEL
FOR
PANCHO MITIGATION
COMPANY, LLC
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'

DEED REFERENCE(S):
BEING ALL OF THE
PROPERTIES RECORDED IN
O.B. 2763, PG. 212 &
O.B. 2817, PG. 419
OF THE WAYNE COUNTY
REGISTRY OF DEEDS.
MAP REFERENCE(S):
BOOK N, PG. 50B
P.C. K, SL. 83 -1
P.C. K, SL. 35 -C
GENERAL NOTES:
1) NOTE.' NO ABSTRACT TITLE, NOR TITLE
COMMITMENT, NOR RESULTS OF TITLE
SEARCH WERE FURNISHED TO THE
SURVEYOR. ALL DOCUMENTS OF
RECORD REVIEWED ARE NOTED
HEREON (SEE REFERENCES). THERE
MAY EXIST OTHER DOCUMENTS OF
RECORD THAT MAY AFFECT THIS
SURVEYED PARCEL.
THE AREA REPRESENTED BY THIS PLAT IS NOT LOCATED IN
A FLOOD HAZARD BOUNDARY ACCORDING TO FEMA MAP
VICINITY MAP (NTS] NUMBER(S) 3720254700J ZONE(S): j DATED: DECEMBER 2.
2005.
SURVEYORS CERTIFICATION(S)
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous
material sites, underground utilities or any other features above, or below ground other
than those shown. However, no visible evidence of cemeteries or utilities, aboveground or
otherwise, was observed by the undersigned.
I certify that the survey is of another category (Composite Map /Nutrient Offset &
Compensatory Mitigation Areas Map), such as the recombination of existing parcels, a
court- ordered survey, or other exception to the definition of subdivision.
I certify that the GPS control tie down for this survey (from "A" to "B ") was performed to
class AA specifications per 21 NCAC 56.1603 and that static GPS field procedures and
coordinates were obtained by least squares adjustment using Ashtech Solutions version 2.60.
That the GPS control tie down was performed on November 4th, 2009 using three Tholes
Navigation Promork II receivers. All coordinates are based on NCGS Monument "HOOD"
referenced to NCSPC NAD 83/86.
(1) Class of survey: AA (6) Published /Fixed - control use: NCGS "HOOD"
(2) Positional accuracy: 1:20,000 (7) Geiod model: Geiod 99 for U.S.
(3) Type of GPS field procedure: Static (8) Combined grid factor(s): 0.9998744999
(4) Dates of survey: November 4th, 2009 (9) Units: U.S. Survey Feet
(5) Datum /Epoch: NCSPC 1983/86
I JOHN A. RUDOLPH , certify that this plat was drawn under my supervision from (an actual
survey made under my supervision) (deed description recorded in Book SEE , Page REFS ,
etc.) (other); that the ratio of precision as calculated by latitudes and departures is
1/10.000+ ; that the boundaries not surveyed are shown as broken lines plotted from
information found in Book --- , Page - -- (All lines surveyed); that this plat was prepared
in accordance with G.S. 47 -30 as amended. Witness my original signature, registration
number, and seal this 16th day of December , A.D. 2013.
SEAL OR STAMP
\A CAIq
� ESS / O��j��
�. 7i
SEAL
C_ L -4194
�y0 �?
,9 •. SUFN OQ�:
rveyor L -4194
METADATA CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
DESCRIPTION
67.79'
N24'04'40 "W
4 "x4" CONCRETE MARKER
Q
DISTURBED WITH PK NAIL
0.1' ABOVE GRADE
2.0' ABOVE GRADE
WITH A 1" O.D. IRON PIPE
4 "x4" CONCRETE MARKER
2Q
WITH PK NAIL
3.0' ABOVE GRADE
2.25' ABOVE GRADE
2" O.D. EXISTING AXLE
No. 5 REBAR WITH CAP
O
INSCRIBED: "CONSERVATION
OF STREAM, 2.5'7 ABOVE
EASEMENT" FLUSH WITH
WATER
GRADE
No. 5 REBAR WITH CAP
"CONSERVATION
4 "x4" CONCRETE MARKER
®
TOP SEPARATED
EASEMENT" FLUSH WITH
FROM BOTTOM
GRADE
0.5' ABOVE GRADE
O
3 "x3" CONCRETE MARKER
0.8' BELOW GRADE
0.8' ABOVE GRADE
©
2" O.D. IRON PIPE
0.5' BELOW GRADE
0.3' ABOVE GRADE
O
2" O.D. IRON PIPE
INSCRIBED: "CONSERVATION
0.2' ABOVE GRADE
O
2" O.D. IRON PIPE
GRADE
0.1' ABOVE GRADE
O
2" O.D. IRON PIPE
FLUSH WITH GRADE
0.1' ABOVE GRADE
®
1" O.D. IRON PIPE
204.84'
1.0' ABOVE GRADE
L138
No. 5 THREADED REBAR
N13'17'51 "E
0.2' ABOVE GRADE
44.38'
WITNESSED BY 1" O.D.
©
IRON PIPE 1.1' ABOVE
N77'45'21 "E
GRADE & WITNESSED BY
76.26'
0.5" O.D. IRON PIPE
L1 5C
5' ABOVE GRADE
N77'45'21 "E
2" O.D. IRON PIPE
®
FLUSH WITH GRADE
L1 BA
WITNESSED BY DISTURBED
N77'49'1 2 "E
AXLE
127.89'
No. 5 REBAR WITH CAP
®
INSCRIBED: "CONSERVATION
N7TO6'22 "E
EASEMENT" FLUSH WITH
41.21'
GRADE
L18
1 " O.D. IRON PIPE
S277*26'54 "E
0.5' ABOVE GRADE
2" O.D. IRON PIPE
FLUSH WITH GRADE
®
WITNESSED BY U METAL
STAKE, 2.5' ABOVE
GRADE
®
2" O.D. IRON PIPE
FLUSH WITH GRADE
2" O.D. IRON PIPE
0.2' ABOVE GRADE
©
WITNESSED BY 2" O.D.
IRON PIPE, 4' ABOVE
GRADE
O.D. IRON PIPE
0.2' ABOVE GRADE
L2"
WITNESSED BY 2" O.D.
IRON PIPE, 2.75' ABOVE
GRADE
METADATA CORNER
DESCRIPTIONS
(CORNER #24 NOT USED)
CORNER
DESCRIPTION
67.79'
N24'04'40 "W
L2A
2" O.D. IRON PIPE
N70'56'10 'W
0.1' ABOVE GRADE
19
WITH A 1" O.D. IRON PIPE
L3
DRIVEN INTO SAID EIP
N6T58'01 "W
3.0' ABOVE GRADE
29.07'
2" O.D. EXISTING AXLE
©0
LOCATED IN CENTERLINE
N64'24'53 "W
OF STREAM, 2.5'7 ABOVE
115.93'
WATER
21 To D
No. 5 REBAR WITH CAP
"CONSERVATION
N51'21'36 "W
INSCRIBED:
To Q
EASEMENT" FLUSH WITH
L8
GRADE
S84'18'03 'W
No. 4 REBAR
38.80'
0.8' BELOW GRADE
Q
No. 4 REBAR
S84'18'03 "W
0.5' BELOW GRADE
94.20'
No. 5 REBAR WITH CAP
© To O
INSCRIBED: "CONSERVATION
N14 *58'15 "W
EASEMENT" FLUSH WITH
88.42'
GRADE
45 To O2
No. 5 REBAR
NO2'07'43 "W
FLUSH WITH GRADE
LINE DATA ALONG
CONSERVATION
EASEMENT
LINE
LENGTH
BEARING
Lt
67.79'
N24'04'40 "W
L2A
7.98'
N70'56'10 'W
L28
102.90'
N70'56'1O'V
L3
129.92'
N6T58'01 "W
L4A
29.07'
N64'24'53"W
L4B
60.78'
N64'24'53 "W
L5
115.93'
N88'48'31 'W
L6
68.88'
N51'21'36 "W
L7
51.28'
N05'41'57 'W
L8
208.81
S84'18'03 'W
L9A
38.80'
S84'11 8'03"W
L98
46.64'
S84'18'03 "W
L1 0A
94.20'
N1458 *15 "W
L10B
58.98'
N14 *58'15 "W
L11
88.42'
1 N14'23'40 "W
L1 2A
62.76'
NO2'07'43 "W
L128
9.33'
NO2'07'43"W
L13A
204.84'
N13'17'51 "E
L138
12.74'
N13'17'51 "E
L14
44.38'
NO2'35'42 "E
L1 5A
105.94'
N77'45'21 "E
L158
76.26'
N77'45'21 "E
L1 5C
60.63'
N77'45'21 "E
L1 5D
443.37'
N77'45'21 "E
L1 BA
37.49'
N77'49'1 2 "E
L168
127.89'
N77'49'12 "E
L1 7A
161.71'
N7TO6'22 "E
L178
41.21'
N77'06'22 "E
L18
19.22'
S277*26'54 "E
CONSERVATION EASEMENT
ACREAGE DATA:
THE AREA OF CONSERVATION EASEMENTA =24.35
ACRES± EXCLUDING N.C.S.R. 1008 R/W AND
INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
THE AREA OF CONSERVATION EASEMENT B = 41.27
ACRES± EXCLUDING N.C.S.R. 1008 R/W AND
INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
THE TOTAL AREA OF CONSERVATION EASEMENTS A
8 B = 65.62 ACRES± EXCLUDING N.C.S.R. 1008 R/W
AND INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
LINE DATA ALONG
RIGHT -OF -WAY OF
STEVENS MILL ROAD
(N.C.S.R. 1008)
LINE
LENGTH
BEARING
L19
28.68'
N76'18'54 "E
91.52'
N77'40'14 "E
rLINE
82.53'
N77'48'21 "E
L22
57.73'
N77'36'20 "E
L23
75.33'
N77'45'21 "E
LINE DATA ALONG
CENTERLINE OF
KENNEDY MILL
BRANCH FROM "Co
TO "D" (ALL POINTS
ARE NMC)
LINE
LENGTH
BEARING
L19
42.41'
NO3'58'50 "W
L20
38.28'
N29'48'33 "W
L21
49.13'
N48'18'39 "W
L22
29.41'
N41'52'16 "W
L23
39.43'
N17'21'15 "E
L24
12.77'
N06'44'29 "W
L25
26.70'
N 10'06'22 "E
L26
28.90'
NO2'25'39 "E
L27
33.22'
N34'09'02 "W
228
20.75'
N15'04'44 "W
TOTAL WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B -D
TOTAL 1,340,791.99 sq. ft 1 30.79 acres
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B
218,101.43 sq. ft 5.02 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A& B F "
TOTAL 1 493,324 08 sq. ft 1 11.33 acres
SHEET 1 OF 4
RIPARIAN BUFFER 8 NUTRIENT OFFSET
COMPOSITE MAP
OF THE
PANCHO BANK PARCEL
FOR
PANCHO MITIGATION
COMPANY, LLC
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
MINI
GRAPHIC SCALE 1 " =200'

WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT A
W -Al
490,739.83 sq. ft.
11.27 acres
W -A2
31,236.35 sq. ft.
0.72 acres
W -A3
5,311.70 sq. ft.
0.12 acres
TOTAL
527,287.88 sq. ft.
12.11 acres
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENT A
N -Al
117,003.09 sq. ft.
2.69 acres
N -A2
58,945.50 sq. ft.
1.35 acres
LL
175 948.59 sq. ft.
4.04 acres
ac
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENT
N -Al
721.03 sq. ft.
0.02 acres
N -A2
17,887.73 sq. ft.
0.41 acres
N -A3
24,435.51 sq. ft.
0.56 acres
N -A4
11,827.24 sq. ft.
0.27 acres
WAS
8,482.08 sq. ft.
0.19 acres
N -A6
1,045.01 sq. ft.
0.02 acres
N -A7
2,076.83 sq. ft.
0.05 acres
N -A8
1,137.69 sq. ft.
0.03 acres
N -A9
19,554.70 sq. ft.
0.45 acres
N -A70
1,252.32 sq. ft.
0.03 acres
N -All
267.65 sq. ft.
0.01 acres
N -Al2
12,912.51 sq. ft.
0.30 acres
TOTAL
101 600.30 sq. ft.
2.34 acres
GENERAL NOTES:
WETLAND AREAS AND CENTERLINE OF BRAIDED
CHANNEL PROVIDED BY AXIOM ENVIRONMENTAL,
INC.
ALL STREAMS WERE SURVEYED BY K2 DESIGN
GROUP, P.A. DURING AUGUST - DECEMBER, 2013.
4.25' FROM
:.,;..CENTERLINE TO EDGE
OF KENNEDY MILL BRANCH
AT R -137 & R -138
DO
DO
- o
_ o
U Q
z z
0
z
SECTION 4
NOT TO SCALE
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
This document originally issued and sealed
LEGEND:
SHEET 2OF4
N88 °58' 16 "W
- -
TO EDGE OF UT-5:,%.
00
0
..;. :;:.'::,:..;::....:...50......, .:.....:....
...%.:: : °:;:BRAIDED CHANNEL
cD_
EIP - EXISTING IRON PIPE
(TYPICAL OF BOTH
L)
EN - EXISTING NAIL
SIDES OF
13.63'
EMN - EXISTING MAG NAIL
;:CENTERLINE -
EIS EIS
4s � 0
58 16 W
EIS - EXISTING IRON STAKE
x
EPP - EXISTING PUMP PIPE
z z
26.05' 4s EIS 49.52'
ERCM - EXISTING RIGHT -OF -WAY
SECTION 1
z
NOT TO SCALE
CONCRETE MARKER
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
This document originally issued and sealed
LEGEND:
SHEET 2OF4
N88 °58' 16 "W
ISS - IRON STAKE SET
14.79
ECM - EXISTING CONCRETE MARKER
OF KENNEDY
"E" NMC
EIP - EXISTING IRON PIPE
10
N88 °58' 16'
EN - EXISTING NAIL
document. See the
13.63'
EMN - EXISTING MAG NAIL
0
°a N88
EIS EIS
4s � 0
58 16 W
EIS - EXISTING IRON STAKE
N88'58'1 6"W
EPP - EXISTING PUMP PIPE
z z
26.05' 4s EIS 49.52'
ERCM - EXISTING RIGHT -OF -WAY
142.27'
EIS 7t N43 °01'28 "W
CONCRETE MARKER
S36
N -All
�
°04' 16 "W 1 19.22'
NMC - NON - MONUMENTED CORNER
273.67' EIS Q ' "W
RNV - RIGHT OF WAY
EOP EDGE OF PAVEMENT
N40.1 1 17
-
z
'•
103.25'
EB - EASEMENT BOUNDARY
CL - CENTERLINE
EIS s9 N39 °59'27 "W
UP - UTILITY POLE
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
v
3
50.94'
EIS sa
0
P.C. - MAP BOOK
D.B. -DEED BOOK
600
N 12'55'39 "W
PG. - PAGE
N -A9, ,'.,.. :...
EIS s7 59.09'
O ISS FLUSH WITH GRADE
.
COX
°I
—
PROPERTY LINE
D.B. 2261 \
V
PG. 808
...:...... .
- - -- -TIE DOWN LINE
O:
RIGHT OF WAY LINE OR
"J
N01 °27' 15 "E
ADJOINER LINE
149.13'
TRIBS
NI -A5
EIS ss
UT
T - UNNAMED TRIB
U U TRIBUTARY
U
47 EIS
0
-5: "I 0
•' BRAIDED ' ^•i v
'�: �'Y'' <. � i:':`!° COX ETAL
CHANNEL ;'=
� N W.B. 89E PG. 503
I
2' _�0 D.B. 1125 PG. 121
S01 °44'35 'E
2
a.
N -A4
136.60'
� EIS ss
0
CONSERVATION
NO3 °41 '45 "E
EASEMENT A
138.74'
24.35 ACRES± EXCLUDING
THE RIGHT—OF—WAY OF
STEVENS MILL ROAD
U)
EIS 64
0
r N. C. S. R. 1008 AND
o_
.I
INCLUD /NG THE 30'
w .: >••: - <':' ".' :,.'.
: W L -Al o[. N 17'19'1 4"E
PROGRESS ENERGY
o :':. .
C17 '� >::.':: ":`::::':':',':..:' �o';:.. ;.
84.05'
( EIS ss
O
EASEMENT BY COORDINATE
COMPUTATION
COX
D.B. 2261 m
a�
NO2 °35'51 E
PG. 808
6 0.89'
EIS sz
Q
N18 °30'25 "W
137.93'
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
r
EIS st
0
Z
COX ETAL
W.B. 89E, PG. 503
D.B. 1125 PG. 121
Z EIS sa
e�
IIdt
ATCHLINE SHEET.`"
. 3
�ATCHLIN E SHEET „D,; N
N11 °24'59 "W
138.62'
EIS 59
N13 °33'50 "W
This document originally issued and sealed
161.57'
SHEET 2OF4
by John A. Rudolph,
license number L -4194,
CENTERLINE
on December 16, 2013. This electronic
OF KENNEDY
RIPARIAN BUFFER& NUTRIENT OFFSET
media shall not be
considered a certified
COMPOSITE MAP
document. See the
project report for
°14'10 "W
OF THE
certificate and seal.
EIS ss
PANCHO BANK PARCEL
EIS s4 49.20'
S01 °44'35 "E
142.27'
FOR
PANCHO MITIGATION
48 EIS
COMPANY, LLC
S39'44'3 "E
S �
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
50.83'
200 100 0 200 400
600
COX
F
D.B. 2261,
—
GRAPHIC SCALE I" =200'
PG. 808
r
EIS st
0
Z
COX ETAL
W.B. 89E, PG. 503
D.B. 1125 PG. 121
Z EIS sa
e�
IIdt
ATCHLINE SHEET.`"
. 3
�ATCHLIN E SHEET „D,; N
N11 °24'59 "W
138.62'
EIS 59
N13 °33'50 "W
NOTE:
161.57'
OLD PROPERTY
LINE IS
CENTERLINE
EIS
OF KENNEDY
58
N11 °49'10 "W
MILL BRANCH.
94.01'
EIS 57 N25 °25'00 "W
34.01' N06
°14'10 "W
EIS @
69.85' _
EIS ss
_
_ N77 °42'40 "E \
EIS s4 49.20'
FUTRELL
D.B. 617,
ro
o �
�M
C) o
U Q
z z
0
z

FROM THE PROGRESS so
ENERGY RALEIGH OFFICE) 4s EIS EIS
L14
UP / -141 -1 3B
SECTION 4
SEE SHEET 2 OF 4
V, P
R� E�pQ (TYPICAL SECTION
OF KENNEDY
Ft� MILL BRANCH AT R -B7
LEGEND: RECORD CORNER & R -B8)
ISS -IRON STAKE SET D.B. 2763, PG. 212
ECM - EXISTING CONCRETE MARKER
EXISTING WOOD
EIP - EXISTING IRON PIPE RAIL FENCE L12A
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL 3a EIS
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE EXISTING U
ERCM - EXISTING RIGHT -OF -WAY SOIL
CONCRETE MARKER ROAD 37 EIS
NMC - NON- MONUMENTED CORNER
RIW - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
TRIBS
UT - UNNAMED TRIBUTARY
SHEET 3 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
EIS sa N11 °49'10 "W
94.01'
EIS 57 N25.25'00 "W
34.01' N06 °14'10 "W
EIS 56 69.85' — ------
EIS ss _
_ — N77 °42'40 "E \
EIS 54 49.20' FUTRELL
� � D.B. 617,
N77 °42'40 "E .� PG. 33
16.27' N•C•S R ILL ROND
METAL HEAD WALLS M 06uc)
N 5
P
E
WITH (2) CMP'S STEV W 9ANE9 �
(NCDOT TYPICAL) (60 R=
�
C U
'E
F"
KENNEDY'
:MILL
BRANCH.:......
126 :',::- <,;;�_.s� :��:;.:.;;:::� :`1�' :.:. =':• ; ::; . . :.:.........:.... .
J w,.
'•N -B3�.
r
UT -1
WL -B1
EIS 42
L 16A
L1
WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT B
EXISTING 30' PROGRESS
ENERGY EASEMENT (15' W-Bl 813,504.11 sq. ft. 18.68 acres
ON EACH SIDE OF UTILITY TOTAL 813,504.11 sq. ft. 18.68 acres
LINE)(INFORMATION OBTAINED
FROM THE PROGRESS
ENERGY RALEIGH OFFICE)
R/W 00
L176 EOp ° n
�U 44 E, R/W C
EIS / z z
ECM �1 L18
S27 °26'54 "E
148.18'
0
z
s
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
s
J. 9
sz • �
rr• rr-
�O
EXISTING 30' PROGRESS
ENERGY EASEMENT 15'
ON EACH SIDE OF UTILITY
LINE)(INFORMATION OBTAINED
L14
UP / -141 -1 3B
SECTION 4
SEE SHEET 2 OF 4
V, P
R� E�pQ (TYPICAL SECTION
OF KENNEDY
Ft� MILL BRANCH AT R -B7
LEGEND: RECORD CORNER & R -B8)
ISS -IRON STAKE SET D.B. 2763, PG. 212
ECM - EXISTING CONCRETE MARKER
EXISTING WOOD
EIP - EXISTING IRON PIPE RAIL FENCE L12A
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL 3a EIS
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE EXISTING U
ERCM - EXISTING RIGHT -OF -WAY SOIL
CONCRETE MARKER ROAD 37 EIS
NMC - NON- MONUMENTED CORNER
RIW - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
TRIBS
UT - UNNAMED TRIBUTARY
SHEET 3 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
EIS sa N11 °49'10 "W
94.01'
EIS 57 N25.25'00 "W
34.01' N06 °14'10 "W
EIS 56 69.85' — ------
EIS ss _
_ — N77 °42'40 "E \
EIS 54 49.20' FUTRELL
� � D.B. 617,
N77 °42'40 "E .� PG. 33
16.27' N•C•S R ILL ROND
METAL HEAD WALLS M 06uc)
N 5
P
E
WITH (2) CMP'S STEV W 9ANE9 �
(NCDOT TYPICAL) (60 R=
�
C U
'E
F"
KENNEDY'
:MILL
BRANCH.:......
126 :',::- <,;;�_.s� :��:;.:.;;:::� :`1�' :.:. =':• ; ::; . . :.:.........:.... .
J w,.
'•N -B3�.
r
UT -1
WL -B1
EIS 42
L 16A
L1
WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT B
EXISTING 30' PROGRESS
ENERGY EASEMENT (15' W-Bl 813,504.11 sq. ft. 18.68 acres
ON EACH SIDE OF UTILITY TOTAL 813,504.11 sq. ft. 18.68 acres
LINE)(INFORMATION OBTAINED
FROM THE PROGRESS
ENERGY RALEIGH OFFICE)
R/W 00
L176 EOp ° n
�U 44 E, R/W C
EIS / z z
ECM �1 L18
S27 °26'54 "E
148.18'
0
z
s
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14

LEGEND:
ISS - IRON STAKE SET
ECM - EXISTING CONCRETE MARKER
EIP - EXISTING IRON PIPE
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
ERCM - EXISTING RIGHT -OF -WAY
CONCRETE MARKER
NMC - NON- MONUMENTED CORNER
R/W - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
-� TRIBS
UT - UNNAMED TRIBUTARY
LO
g00
Of
CD �
I
0
z
E PARCELS FUTRELL z �2
D.B. 997, PG. 507 cNo
O N
SECTION 2 �z
SEE SHEET 4 OF 4
(TYPICAL SECTION
KENNEDY MILL BRANCH © EIS
AT R -B2, R -B3 & R -B4)
MpTCHIINE SHEEi� �,�,
n�j► TA CHLINE SHEET 4
rvn,� °h
FUTRELL
D.B. 997. PG. 507
a
P
23 El
N�
a
EIS
WL -81..
o°
0
rn
EIS EIP to
�Ib OHO L O
2t EIS \\ EIP is
06. 6S. O
EA \
FUTRELL
/
D.B. 1433,
PG. 565
EIP t7
FUTRELL
D.B. 2791,
PG. 432
rn�
Q
ECM
0
N
MN' °lb
-BIN
6
.f
N66
�ry�b
EIP
15
EIS
S24 °59'25 "W
0
9.60'
0
°
N O
N66 °48'55 "W 'S
N
105.54' N66 °,
EIP is
N66 °48'55 "W
cv
U
z
o°
0
rn
EIS EIP to
�Ib OHO L O
2t EIS \\ EIP is
06. 6S. O
EA \
FUTRELL
/
D.B. 1433,
PG. 565
EIP t7
FUTRELL
D.B. 2791,
PG. 432
rn�
Q
ECM
0
N
°48'55 "W
-BIN
6
.f
N66
• :` WL
;. TO EDGE OF
EIS
S24 °59'25 "W
t 3
9.60'
;.
°
N66 °48'55 "W 'S
N
105.54' N66 °,
N
N66 °48'55 "W
U
z
EIP t4
0
135.52'
FUTRELL
D.B. 2791,
PG. 432
00
o00
:0.5' OF : C,
CENTERLINE ° °
:'TO EDGE z z
' •• OF UT -3 TO::
x
af
o'
O
Z
SECTION 3
NOT TO SCALE
IL
2.5' FROM
ILI CENTERLINE '
;. TO EDGE OF
KENNEDY
MILL BRANCH ..`
rD
C ro
Q
U
z
0
SECTION 2
z
NOT TO SCALE
This document originally issued
/ and sealed by John A. Rudolph,
license number L -4194, on
/LEE December 16, 2013. This
89E -145 electronic media shall not be
D.B. 821, considered a certified document.
/ PG. 687 / See the project report for
S56 °48'24 "E certificate and seal.
6009. / 8.00'
397 6 09 �'
KORNEGAY
S56 °48'24 "E D.B. 2792,
NMC EIP 109.24' PG. 150
S57 °39'55 "E
EIP (0-7) 141.06'
S68'55'1 0"E
1.61'
EIP EIP (s
EIS
11 NS X60 .sue
3S0 �S rn
h
09�Y ho
N �
EIP to \
NC GRID COORDINATE \ \
N= 6.5494'
\
E= 2,U242,242 ,867.0492'
2oS \�'S7°
NCGS MARKER W.
"HOOD"
GRID FACTOR: 0.9998744999
N =562,846.9320'
E= 2,259,109.0870'
HORIZONTAL GROUND
DISTANCES USED UNLESS
OTHERWISE NOTED.
SHEET 4 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
yr i nr-
PANCHO BANK PARCEL
FOR
PANCHO MITIGATION
COMPANY, LLC
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'

As -Built & Baseline Monitoring Report
Pancho Bank Parcel
Pursuant to:
Restoration Systems' Umbrella Mitigation Banking Instrument for
Riparian Buffer and Nutrient Offset Mitigation Credits - Neuse River Basin
January 2014
Prepared By:
Restoration Systems, LLC
1101 Haynes St. Suite 211
Raleigh, NC 27604
Phone: [phone]
Fax: [phone]

Pancho As -Built & Baseline Monitoring Report
Table of Contents
1.0
Introduction ........................................................................................................ ............................... 1
2.0
Parcel Location & Background ........................................................................... ..............................1
2.1
Location and Setting ....................................................................................... ..............................1
2.2
Parcel Background ......................................................................................... ............................... 2
2.3
Parcel Objectives ............................................................................................ ..............................2
3.0
Restoration Activities ......................................................................................... ............................... 2
4.0
Mitigation Potential ........................................................................................... ............................... 3
5.0
Monitoring Protocol & Success Criteria ............................................................. ..............................4
6.0
Financial Assurance & Long Term Management .............................................. ............................... 4
6.1
Financial Assurance ....................................................................................... ............................... 4
6.2
Parcel Maintenance ........................................................................................ ............................... 4
6.3
Long Term Management Plan ........................................................................ ............................... 4
7.0
References ........................................................................................................... ..............................5
Appendix A: General Figures and Tables
Figure 1 - Site Location
Figure 2 - Service Area
Figure 3 - Preconstruction Conditions
Figure 4 - Component and Asset
Figure 5 - 8 As -Built Survey
Table 1 - Project Components and Mitigation Credits
Table 2 - Project Activity and Reporting History
Table 3 - Project Contact
Table 4 - Project Baseline Information and Attributes
Table 5 - Reference Forest Ecosystem
Table 6 - Planted Tree Species
As -built Photos
Appendix B: Baseline Vegetation Data, CVS Output Tables
Figure 9 - Planting Plan
Table 7 - Baseline Vegetation
Vegetation Plot Photos 1 — 16
Appendix C: NC DENR DWR Stream Determination
Appendix D: Conservation Easement
Appendix F: Financial Assurances
Pancho Bank Parcel pg. i
As -Built & Baseline Monitoring Report — January 2014

1.0 Introduction
Restoration Systems (Sponsor) is pleased to provide the North Carolina Division of Water Resources (NC
DWR) this As -Built & Baseline Monitoring Report for the Pancho Bank Parcel (Parcel). This document
details the riparian area restoration activities, monitoring efforts, and the final mitigation potential of the
Parcel as agreed upon in the Restoration Systems' Neuse River Basin Riparian Buffer & Nutrient
Umbrella Mitigation Banking Instrument (Banking Instrument) signed March 17, 2008 between the
Sponsor and the NC DWR.
The Parcel was designed and constructed to provide mitigation credits for unavoidable impacts due to
development within the Neuse River Basin. Neuse River riparian buffer mitigation credits provided by
this Parcel are available over the entire Neuse River Basin, United States Geological Survey (USGS) 6-
digit Hydrologic Unit Code (HUC) 030202, per 15A NCAC 02B .0242 (Meuse River Basin: Nutrient
Sensitive Waters Management Strategy: Mitigation Program for Protection and Maintenance of Existing
Riparian Buffers). Mitigation credits for Nutrient Offset are made available within the Neuse River Basin
USGS 8 -digit HUC 03020201 excluding the Falls Lake Drainage Basin. Supporting figures, tables and
photos are located in Appendix A.
Parcel construction activates were concluded in early April of 2013. An onsite determination for
applicability to the Neuse River Riparian Buffer Rules (15A NCAC 2B .0233) was conducted in June
2013 (Appendix B). NC DWR approved the Pancho Bank Parcel Development Package October 4, 2013.
The Sponsor currently owns the property in fee simple, a Conservation Easement was placed over the
Parcel on April 18th 2012, and will remain in perpetuity (Appendix D). This Parcel was designed and
implemented in concurrence with the Pancho Steam & Wetland Mitigation Bank (Corps Action ID 4
SAW- 2010 - 00142).
2.0 Parcel Location & Background
2.1 Location and Setting
The Pancho Bank Parcel is located approximately 13 miles west of Goldsboro in western Wayne County;
north of U.S. Highway 13 near the intersection of State Road 1008 (Stevens Mill Road) and State Road
1105 (Dobbersville Road) (Figure 1, Appendix A). Encompassing 65.62 acres of land at the confluence
of Kennedy Mill Branch and Mill Creek, the Parcel is within the Neuse River Basin 14 -digit United
States Geological Survey (USGS) Cataloging Unit 03020201150050 of the South Atlantic /Gulf Region
(North Carolina Division of Water Quality [NCDWQ] Subbasin Number 03- 04 -04) (Figure 2, Appendix
A)
Directions to Parcel
- From the City of Raleigh travel east on U.S. Highway 70
- Travel — 37 miles on U.S. Highway 70 to the intersection with Martin Livestock Road
- Turn right at Martin Livestock Road (0.7 mile)
- Turn right at Progressive Church Road (4 miles)
- Turn left at Brogden Road (0.5 mile)
- Turn right at Richardson Bridge Road (5.3 miles)
- Turn left at T- intersection onto Harper House Road, which turns into Stevens Mill Road (1.3
miles)
- The Parcel is located where Kennedy Mill Branch crosses Stevens Mill Road
■ Latitude: 35.333755° N, Longitude: 78.192699° W
Pancho Bank Parcel pg. 1
As -Built & Baseline Monitoring Report — January 2014

2.2 Parcel Background
Prior to construction activities, Parcel land use was agricultural based and utilized for livestock grazing
and row crop production with degraded forest pockets. Pasture areas were accessible to livestock and
were routinely cleared for hay production, resulting in local disturbances to stream banks and wetland soil
surfaces. Additional land use practices included the maintenance and removal of riparian vegetation;
ditching of adjacent riparian wetlands; and relocation, dredging, and channelization of onsite streams
resulting in degraded water quality and excessive sedimentation resulting from unstable banks (stream
entrenchment, erosion, and bank collapse). Figure 3, Appendix A graphically displays pre - construction
conditions.
Adjacent land use is currently characterized by pasture land for hay production and livestock grazing.
Prior to construction adjacent landowners installed and will be responsible for the maintenance of fencing
to protect from livestock trespassing and damage to Parcel assets. Figure 4 indicates the area where
fencing was installed. Livestock is no longer present on the Parcel.
Staff from the Division of Water Resources (DWR) visited the Site in June 2013 and determined the Site
to be viable for Neuse riparian buffer and nutrient offset mitigation (Appendix Q.
2.3 Parcel Objectives
Restoration of riparian corridors was accomplished in conjuncture with the objectives and methods
outlined by the Pancho Stream Mitigation Bank. Primary objectives of the riparian restoration focused on
improving water quality, enhancing flood attenuation, and restoring wildlife habitat through the creation
of a forested riparian buffer adjacent to stream channels, Primary objectives were accomplished by the
following;
1. Removing nonpoint sources of pollution associated with agricultural production including a)
removing livestock and b) ceasing the broadcast application of fertilizer, pesticides, and other
agricultural materials into and adjacent to Site streams through treatment of runoff within the
forested buffer.
2. Reducing sedimentation within onsite and downstream receiving waters by a) reducing bank
erosion, vegetation maintenance, plowing, and hoof shear adjacent to Site streams, and b)
removing livestock from the Site.
3. Promoting floodwater attenuation by increasing frictional resistance on floodwaters crossing Site
floodplains.
4. Improving aquatic habitat by enhancing stream bed shading and natural detritus input.
5. Providing a terrestrial wildlife corridor and refuge in an area extensively developed for
agricultural production.
6. Restoring and reestablishing natural community structure, habitat diversity, and functional
continuity.
7. Protecting the Site's full potential of stream and riparian buffer functions and values in
perpetuity.
3.0 Restoration Activities
The objectives listed above were achieved by implementing a two phase restoration plan;
1. Re- establishment of riparian buffer forests up to 200 feet from channel margins; and
2. Permanent protection of the land in the form of a conservation easement.
Restoration of floodplain forest and stream -side habitat will allow for development and expansion of
characteristic species across the landscape. Eco -tonal changes between community types contribute to
diversity and provide secondary benefits, such as enhanced feeding and nesting opportunities for
Pancho Bank Parcel pg. 2
As -Built & Baseline Monitoring Report — January 2014

mammals, birds, amphibians and other wildlife. Stream -side trees include species with high value for
sediment stabilization, rapid growth rate, and the ability to withstand hydraulic forces associated with
bankfull flow and overbank flood events. Stream -side trees were planted along the reconstructed stream
banks, concentrated along outer bends.
Vegetative species composition mimicked reference forest data, onsite observations, and community
descriptions from Classification of the Natural Communities of North Carolina (Schafale and Weakley
1990). Community associations utilized include 1) Mesic Mixed Hardwood Forest on slopes, 2) Coastal
Plain Bottomland Hardwoods (brownwater subtype) in wetlands that are intermittently to seasonally
inundated for long periods (NCWAM Bottomland Hardwood Forest and Headwater Forest), and 3)
stream -side assemblage within 15 feet of stream banks (Figure 6, Appendix B).
Deep- rooted, riparian vegetation was restored over 49 acres of the Parcel in late April of 2013. Bare -root
seedlings of tree species within the Mesic Mixed Hardwood Forest and Coastal Plain Bottomland
Hardwoods (brownwater subtype) were planted at a density of approximately 642.4 stems per acre on 8-
foot centers. Appendix B provides detailed as -built vegetation data including vegetation monitoring plot
photos.
A shallow wetland marsh treatment area was constructed at the upper extent of UT -5. The constructed
depression is designed to intercept surface water draining from agricultural activities prior to discharging
into the Site (Figure 4, Appendix A). The treatment area outfall was set by placing log weirs, which were
buried at each end and stabilized by core matting, and class b riprap to protect against headcut migration
within the constructed depressions.
4.0 Mitigation Potential
This Parcel was designed and constructed to provide mitigation credits for unavoidable impacts due to
development within the Neuse River Basin. Neuse River riparian buffer mitigation credits provided by
this Parcel are available over the entire Neuse River Basin, United States Geological Survey (USGS) 6-
digit Hydrologic Unit Code (HUC) 030202, per 15A NCAC 02B .0242 (Meuse River Basin: Nutrient
Sensitive Waters Management Strategy: Mitigation Program for Protection and Maintenance of Existing
Riparian Buffers). Mitigation credits for Nutrient Offset are made available within the Neuse River Basin
USGS 8 -digit HUC 03020201 excluding the Falls Lake Drainage Basin. See Figure 2: Service Area,
Appendix A.
Riparian areas suitable to generate mitigation credit were calculated by measuring horizontally 50 1. ft.
from the top of bank on all subject streams for Neuse riparian buffer credit and 200 1. ft. from the top of
bank on all hydrologically connected conveyances for nutrient offset mitigation (Figure 4, Appendix A).
Riparian buffer credits will be measured by the hundredth of an acre and converted into square feet. The
DWR has determined the nitrogen nutrient abatement of restored riparian area to be 2,273.02 lbs. per
acre. Determining areas suitable to generate credit was a two -step process.
1. High value forest (HVF) areas with mature growth, greater than 51n. dbh (diameter at breast
height) and at a frequency equivalent to 200 stems per acre or greater were surveyed and removed
from credit generation. Totaling 13.9 acres
2. Acreage associated with generating riparian wetland mitigation credit through the Pancho Stream
and Wetland Mitigation Bank were surveyed and removed from credit generation. Totaling 30.79
acres
Figures 5 -8 of Appendix A are sealed As -Built surveys of the Parcel's assets
Pancho Bank Parcel pg. 3
As -Built & Baseline Monitoring Report — January 2014

The Parcel will generate 16.35 acres of restored riparian area. 11.33 acres will be used specifically for
nutrient offset credit, generating 25,753.31 lbs. of nitrogen offset credit. Restoration of the Neuse riparian
buffer will generate 5.02 acres (218,671.2 sq. ft.) of Neuse riparian buffer credits. The mitigation
provided in the Neuse riparian buffer can be used for either Neuse riparian buffer credits of nutrient offset
credits, but not both. RS must request and receive approval of the transfer of any mitigation credits from
DWR. All mitigation credit assets shall be shown on the credit ledgers. Figure 5 and Table 1 of Appendix
A summarizes the Parcel's components and mitigation credits.
5.0 Monitoring Protocol & Success Criteria
Restoration monitoring procedures for vegetation will include periodic visual inspection and annual plant
survival and species diversity survey reports. Quantitative sampling of vegetation will be performed as
outlined in the CVS Level 1 -2 Protocol for Recording Vegetation, Version 4.0 (Lee et al. 2006). Detailed
qualitative and quantitative monitoring is proposed for vegetated riparian areas. Marsh treatment areas
will be visually inspected periodically and reported qualitatively within the annual monitor report, which
will include photographic record of the Parcel's assets.
Monitoring of the restoration efforts will be performed for five years or until success criteria are fulfilled,
Restoration Systems shall submit to NC DWR an annual monitoring report, no later than December 31st
of each year. Quantitative monitoring will occur at sixteen (16) 10x10 meter vegetation plots (Figure 2,
Appendix A). Sampling of vegetation will be performed as outlined in the CVS Level 1 -2 Protocol for
Recording Vegetation, Version 4.0 (Lee et al. 2006) in September or October for the remainder of the
monitoring period or until vegetation success criteria are achieved.
During the first year, vegetation will receive a cursory, visual evaluation on a periodic basis to ascertain
the degree of overtopping of planted elements by nuisance species. Success criteria within the riparian
buffer and nutrient offset restoration areas will be based on the survival of planted species at a density of
320 stems per acre after five years of monitoring. Natural recruits will not count towards annual success
criteria, but maybe taken into account during review by the NC DWR.
6.0 Financial Assurance & Long Term Management
6.1 Financial Assurance
The Restoration Systems Neuse River Basin UMBI Dated March 17th 2008, states upon completion of
construction, a Monitoring Bond with the Penal Sum of two times the estimated cost to implement the
monitoring and maintenance plan but no less than $150,000.00 in amount must be provided. A copy of
the monitoring bond is provided as Appendix F.
6.2 Parcel Maintenance
A remedial action plan will be developed and implemented with the approval of NC DWR in the event
that the Site or a specific component of the Site fails to achieve success criteria as outlined above. Other
vegetation maintenance and repair activities may include pruning, mulching, and fertilizing. In the event
that exotic invasive plant species require treatment, such species will be controlled by mechanical
(physical removal with the use of a chainsaw) and /or chemical methods (aquatic approved herbicide) in
accordance with North Carolina Department of Agriculture (NCDA) rules and regulations.
6.3 Long Term Management Plan
The Sponsor currently holds a Conservation Easement on the Parcel which was approved by the IRT in
conjunction with the establishment of the Pancho Stream and Wetland Mitigation Bank. The
Conservation Easement and appropriate title insurance documents are attached as Appendix D. The
Conservation Easement is perpetual, preserves all natural areas, and prohibits all use of the property
inconsistent with its use as mitigation property, including any activity that would materially alter the
Pancho Bank Parcel pg. 4
As -Built & Baseline Monitoring Report — January 2014

biological integrity. The North Carolina Wildlife Habitat Foundation is expected to be the long -term
holder of the Conservation Easement and responsible for long -term stewardship of the Parcel Site. The
Sponsor will provide a financial sum appropriate for the long -term holder of the Conservation Easement
to carry out its responsibilities.
7.0 References
Griffith, G.E., J.M. Omemik, J.A. Comstock, M.P. Schafale, W.H. McNab, D.R. Lenat, T.F. MacPherson,
J.B. Glover, and V.B. Shelbourne. 2002. Ecoregions of North Carolina and South Carolina. U.S.
Geological Survey, Reston, Virginia.
Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2006. CVS -EEP Protocol for Recording
Vegetation. Version 4.0.North Carolina Department of Environment and Natural Resources,
Ecosystem Enhancement Program. Raleigh, North Carolina.
Neuse River Nutrient Sensitive Waters Management Strategy 15A NCAC 2B .023 3,
15A NCAC 02B .024 1, and 15A NCAC 02B .0242
NC Department of Environment and Natural Resources, Ecosystem Enhancement Program. Guidelines
for Riparian Buffer Restoration. October 2004
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina:
Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation,
N.C. Department of Environment, Health, and Natural Resources. Raleigh, North Carolina.
United States Fish and Wildlife Service (USFWS). 2013. Endangered Species, Threatened Species,
Federal Species of Concern, and Candidate Species, Alamance County, North Carolina Available:
http: / /www.fws.gov /raleigh /species /cntylist /wayne.html [March, 2013]. United States Fish and
Wildlife Service.
USDA, Soil Conservation Service, 1974. Soil Survey of Wayne County
Pancho Bank Parcel pg. 5
As -Built & Baseline Monitoring Report — January 2014

Appendix A: General Figures and Tables
Figure 1 -
Site Location
Figure 2 -
Service Area
Figure 3 -
Preconstruction Conditions
Figure 4 -
Component and Asset
Figure 5 - 8
As -Built Survey
Table 1 -
Project Components and Mitigation Credits
Table 2 -
Project Activity and Reporting History
Table 3 -
Project Contact
Table 4 -
Project Baseline Information and Attributes
Table 5 -
Reference Forest Ecosystem
Table 6 -
Planted Tree Species
As -built Photos
Pancho Bank Parcel Appendix A: General Figures and Tables
As -Built & Baseline Monitoring Report — January 2014

. I ' i. .h All'•: II I I ...
Directions to Parcel:
• From the City of Raleigh travel east on U.S. Highway 70 PERSON GRANVILLE Hinder n
• Travel - 37 miles on U.S. Highway 70 to the intersection with
Martin Livestock Road
• Turn right at Martin Livestock Road (0.7 mile) ran=t 8O1 III. Cr- or
nklinl °n FRANKLIN II
• Turn right at Progressive Church Road (4 miles) ORANGE s—P O
DURHAM °`-'�°
• Turn left at Brogden Road (0.5 mile) ,�„ N- 11lWwilt
• Turn right at Richardson Bridge Road (5.3 miles) urha
• Turn left at T- intersection onto Harper House Road, which NASH
turns into Stevens Mill Road (1.3 miles) uh
• The Parcel is located where Kennedy Mill Branch Cary WAKE WI
crosses Stevens Mill Road '� ;- -
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DATE: 11 - 2013
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FAX : [phone]
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FAX : [phone]
This map and au data ..ntam.d within a,. suppli.d ass with n. a iTs,ty. P.st, obi syst.ms, LLC .xp,.ssly Aerial Imagery: (c) Microsoft
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RESTORATION SYSTEMS, LLC SCALE:
1101 HAYNES ST, SUITE 211 DATE: 11 - 2013 Figure 2
RALEIGH, NC 27604 Service Area
PHONE : [phone] Poject ID: Pancho As -Built
FAX : [phone]
This map and au data ..ntam.d within a,. suppli.d ass with n. a iTs,ty. P.st, obi syst.ms, LLC .xp,.ssly Aerial Imagery: (c) Microsoft
disclaims responsmluty for damages ortibbolty Rom any claims that may ads. out otth. use or misuse Rom any Balms
matmaya ns.wt.fth.us..rmisus..f this map It isth.s.l.r.spmsmility .t th. user I, d.t.'m'. it the data .n PanchoAs -Burt Coordinate System:
OMEN mis map is .ompatml. wim eh. us.rs needs. This map was not a.at.d as sum.y data norshowd it b. used as sum. NAD 1983 SP NC RIPS 3200 Ft
It is the useYS rasponsmiuty to obtain propers...ydata , pr.par.dbyall..ns.d s...yor where required by law. — — — — — —

UT -5
V1 '
i
Veg PI t'1 /
o (yVeg,Plot 13
Veg Plot`1�
3 o
Kennedy Mill Branch
�dt
I !/ r ,
O `ice
UT -2
Veg Plot 16
Veg -Plot 12. UT -1
°.
' Veg Plot 15 Veg PIot,9 ` Veg Plot 10
. ­W-.' __; - . 1 0 0
VegiPlot 40
1 Veg Plot 11
Veg Plot 0 of '
�1 Vegg =Plot 8
UT -3 Veg Rio `6 o
I
it O
Kennedy Mill Branch
0 225 450
r*
i
Feet
900 1,350
Main Tributary
m■
Table 1. Project Components and Mitigation Credits
Pancho Bank Parcel —Wayne County, NC
Mitigation Credits
Nutrient Offset (Nitrogen only)
I Restoration Restoration Equivalent
11.33
Projects Components
Existing Restoration/ Restoration Mitigation / Comment
• _ ,
Acreage Mit. Ratio Acreage Acre
Restoration 2,273.02 lbs.
Cessation of current land use practices,
/
11.33 X1:1) 11.33 acre removing invasive species, and planting
Legend Figure Table A: Parcel Feature Subjectivity
Easement Boundary
Feature
Subject to NCAC 02B
.0242 "
NC DWRApproved for
Nutrient Offset Mitigation
with native forest vegetation.
Component Summation
Restoration Level
Nutrient Offset Credits (lbs.)
Restoration
11.33 acres = 25,753.31 lbs.
Totals
11.33 acres = 25,753.31 lbs.
Neuse Riparian Buffer
Restoration
Restoration Equivalent
5.02 --
Projects Components
Existing
Acreage
Restoration/
Mit. Ratio
Restoration
Acreage
Mitigation /
Acre
Comment
5.02
Restoration
(1:1)
5.02
43,560 sq. ft. /
acre
Cessation of current land use practices,
removing invasive species, and planting
with native forest vegetation.
Component Summation
Restoration Level
Neuse Riparian Buffer Credits (sq. ft.)
Restoration
5.02 acres = 218,671.2 sq. ft.
Totals
5.02 acres = 218,671.2 sq. ft.
Legend Figure Table A: Parcel Feature Subjectivity
Easement Boundary
Feature
Subject to NCAC 02B
.0242 "
NC DWRApproved for
Nutrient Offset Mitigation
Fencing
Yes
�i
Main Tributary
0 Marsh Treatment
Yes
I�
n/a
-fir— Streams As -Built Streams
UT-2
C3
Yes
Nutrient Offset Credit Area: 11.33 ac.
Yes
C3
UT-4
High Value Forest
Yes
9CRiparain Buffer Credit Area: 5.02 ac.
Yes
Yes
Pancho Bank Parcel —Wayne County, NC
Feature
Subject to NCAC 02B
.0242 "
NC DWRApproved for
Nutrient Offset Mitigation
Kennedy Mill Branch
Yes
Yes
Main Tributary
Yes
Yes
UT -1
n/a
Yes
UT-2
n/a
Yes
UT -3
Yes
Yes
UT-4
n/a
Yes
UT -5
Yes
Yes
Wetland Mitigaiton Credit Area 'Appendix C: NC DWR Stream Determination
RESTORATION SYSTEMS, LLC SCALE: 1 in = 458 ft N
1101 HAYNES ST, SUITE 211 Figure 4
RALEIGH, NC 27604 DATE: 11 - 2013
Component &Asset
PHONE: [phone] PojectID: Pancho As-Built
FAX : [phone]
This map and au data sencamed within are sxppoed as is with ne warranty. Rescorbti,n Svsmms LLC expressly Aerial Imagery: c Microsoft
dissiaims respensibuicy mr damages or oabiucy from any siaims mac may arise oxt d me xse or misxse from axv siaims 9 Y I )
• ' mat may arse oxc of the xse er misxse of this map it is the sots respensmio y of the xser m determine if the data en Pancho Ci10 AS- BU I it Coordinate System:
this map is eompaabie with the users needs. This map was not created as survey data, norshowd it be used as s,,h NAD 1983 SP NC RIPS 3200 Ft
it h. usersrasponsibirity m ob twin proper survey dab prepared by a licensed s u rv.y,r, where required by law. — — — — —

DEED REFERENCE(S):
BEING ALL OF THE
PROPERTIES RECORDED IN
O.B. 2763, PG. 212 &
O.B. 2817, PG. 419
OF THE WAYNE COUNTY
REGISTRY OF DEEDS.
MAP REFERENCE(S):
BOOK N, PG. 50B
P.C. K, SL. 83 -1
P.C. K, SL. 35 -C
GENERAL NOTES:
1) NOTE.' NO ABSTRACT TITLE, NOR TITLE
COMMITMENT, NOR RESULTS OF TITLE
SEARCH WERE FURNISHED TO THE
SURVEYOR. ALL DOCUMENTS OF
RECORD REVIEWED ARE NOTED
HEREON (SEE REFERENCES). THERE
MAY EXIST OTHER DOCUMENTS OF
RECORD THAT MAY AFFECT THIS
SURVEYED PARCEL.
THE AREA REPRESENTED BY THIS PLAT IS NOT LOCATED IN
A FLOOD HAZARD BOUNDARY ACCORDING TO FEMA MAP
VICINITY MAP (NTS] NUMBER(S) 3720254700J ZONE(S): j DATED: DECEMBER 2.
2005.
SURVEYORS CERTIFICATION(S)
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous
material sites, underground utilities or any other features above, or below ground other
than those shown. However, no visible evidence of cemeteries or utilities, aboveground or
otherwise, was observed by the undersigned.
I certify that the survey is of another category (Composite Map /Nutrient Offset &
Compensatory Mitigation Areas Map), such as the recombination of existing parcels, a
court- ordered survey, or other exception to the definition of subdivision.
I certify that the GPS control tie down for this survey (from "A" to "B ") was performed to
class AA specifications per 21 NCAC 56.1603 and that static GPS field procedures and
coordinates were obtained by least squares adjustment using Ashtech Solutions version 2.60.
That the GPS control tie down was performed on November 4th, 2009 using three Tholes
Navigation Promork II receivers. All coordinates are based on NCGS Monument "HOOD"
referenced to NCSPC NAD 83/86.
(1) Class of survey: AA (6) Published /Fixed - control use: NCGS "HOOD"
(2) Positional accuracy: 1:20,000 (7) Geiod model: Geiod 99 for U.S.
(3) Type of GPS field procedure: Static (8) Combined grid factor(s): 0.9998744999
(4) Dates of survey: November 4th, 2009 (9) Units: U.S. Survey Feet
(5) Datum /Epoch: NCSPC 1983/86
I JOHN A. RUDOLPH , certify that this plat was drawn under my supervision from (an actual
survey made under my supervision) (deed description recorded in Book SEE , Page REFS ,
etc.) (other); that the ratio of precision as calculated by latitudes and departures is
1/10.000+ ; that the boundaries not surveyed are shown as broken lines plotted from
information found in Book --- , Page - -- (All lines surveyed); that this plat was prepared
in accordance with G.S. 47 -30 as amended. Witness my original signature, registration
number, and seal this 16th day of December , A.D. 2013.
SEAL OR STAMP
\A CAIq
� ESS / O��j��
�. 7i
SEAL
C_ L -4194
�y0 �?
,9 •. SUFN OQ�:
rveyor L -4194
METADATA CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
DESCRIPTION
67.79'
N24'04'40 "W
4 "x4" CONCRETE MARKER
Q
DISTURBED WITH PK NAIL
0.1' ABOVE GRADE
2.0' ABOVE GRADE
WITH A 1" O.D. IRON PIPE
4 "x4" CONCRETE MARKER
2Q
WITH PK NAIL
3.0' ABOVE GRADE
2.25' ABOVE GRADE
2" O.D. EXISTING AXLE
No. 5 REBAR WITH CAP
O
INSCRIBED: "CONSERVATION
OF STREAM, 2.5'7 ABOVE
EASEMENT" FLUSH WITH
WATER
GRADE
No. 5 REBAR WITH CAP
"CONSERVATION
4 "x4" CONCRETE MARKER
®
TOP SEPARATED
EASEMENT" FLUSH WITH
FROM BOTTOM
GRADE
0.5' ABOVE GRADE
O
3 "x3" CONCRETE MARKER
0.8' BELOW GRADE
0.8' ABOVE GRADE
©
2" O.D. IRON PIPE
0.5' BELOW GRADE
0.3' ABOVE GRADE
O
2" O.D. IRON PIPE
INSCRIBED: "CONSERVATION
0.2' ABOVE GRADE
O
2" O.D. IRON PIPE
GRADE
0.1' ABOVE GRADE
O
2" O.D. IRON PIPE
FLUSH WITH GRADE
0.1' ABOVE GRADE
®
1" O.D. IRON PIPE
204.84'
1.0' ABOVE GRADE
L138
No. 5 THREADED REBAR
N13'17'51 "E
0.2' ABOVE GRADE
44.38'
WITNESSED BY 1" O.D.
©
IRON PIPE 1.1' ABOVE
N77'45'21 "E
GRADE & WITNESSED BY
76.26'
0.5" O.D. IRON PIPE
L1 5C
5' ABOVE GRADE
N77'45'21 "E
2" O.D. IRON PIPE
®
FLUSH WITH GRADE
L1 BA
WITNESSED BY DISTURBED
N77'49'1 2 "E
AXLE
127.89'
No. 5 REBAR WITH CAP
®
INSCRIBED: "CONSERVATION
N7TO6'22 "E
EASEMENT" FLUSH WITH
41.21'
GRADE
L18
1 " O.D. IRON PIPE
S277*26'54 "E
0.5' ABOVE GRADE
2" O.D. IRON PIPE
FLUSH WITH GRADE
®
WITNESSED BY U METAL
STAKE, 2.5' ABOVE
GRADE
®
2" O.D. IRON PIPE
FLUSH WITH GRADE
2" O.D. IRON PIPE
0.2' ABOVE GRADE
©
WITNESSED BY 2" O.D.
IRON PIPE, 4' ABOVE
GRADE
O.D. IRON PIPE
0.2' ABOVE GRADE
L2"
WITNESSED BY 2" O.D.
IRON PIPE, 2.75' ABOVE
GRADE
METADATA CORNER
DESCRIPTIONS
(CORNER #24 NOT USED)
CORNER
DESCRIPTION
67.79'
N24'04'40 "W
L2A
2" O.D. IRON PIPE
N70'56'10 'W
0.1' ABOVE GRADE
19
WITH A 1" O.D. IRON PIPE
L3
DRIVEN INTO SAID EIP
N6T58'01 "W
3.0' ABOVE GRADE
29.07'
2" O.D. EXISTING AXLE
©0
LOCATED IN CENTERLINE
N64'24'53 "W
OF STREAM, 2.5'7 ABOVE
115.93'
WATER
21 To D
No. 5 REBAR WITH CAP
"CONSERVATION
N51'21'36 "W
INSCRIBED:
To Q
EASEMENT" FLUSH WITH
L8
GRADE
S84'18'03 'W
No. 4 REBAR
38.80'
0.8' BELOW GRADE
Q
No. 4 REBAR
S84'18'03 "W
0.5' BELOW GRADE
94.20'
No. 5 REBAR WITH CAP
© To O
INSCRIBED: "CONSERVATION
N14 *58'15 "W
EASEMENT" FLUSH WITH
88.42'
GRADE
45 To O2
No. 5 REBAR
NO2'07'43 "W
FLUSH WITH GRADE
LINE DATA ALONG
CONSERVATION
EASEMENT
LINE
LENGTH
BEARING
Lt
67.79'
N24'04'40 "W
L2A
7.98'
N70'56'10 'W
L28
102.90'
N70'56'1O'V
L3
129.92'
N6T58'01 "W
L4A
29.07'
N64'24'53"W
L4B
60.78'
N64'24'53 "W
L5
115.93'
N88'48'31 'W
L6
68.88'
N51'21'36 "W
L7
51.28'
N05'41'57 'W
L8
208.81
S84'18'03 'W
L9A
38.80'
S84'11 8'03"W
L98
46.64'
S84'18'03 "W
L1 0A
94.20'
N1458 *15 "W
L10B
58.98'
N14 *58'15 "W
L11
88.42'
1 N14'23'40 "W
L1 2A
62.76'
NO2'07'43 "W
L128
9.33'
NO2'07'43"W
L13A
204.84'
N13'17'51 "E
L138
12.74'
N13'17'51 "E
L14
44.38'
NO2'35'42 "E
L1 5A
105.94'
N77'45'21 "E
L158
76.26'
N77'45'21 "E
L1 5C
60.63'
N77'45'21 "E
L1 5D
443.37'
N77'45'21 "E
L1 BA
37.49'
N77'49'1 2 "E
L168
127.89'
N77'49'12 "E
L1 7A
161.71'
N7TO6'22 "E
L178
41.21'
N77'06'22 "E
L18
19.22'
S277*26'54 "E
CONSERVATION EASEMENT
ACREAGE DATA:
THE AREA OF CONSERVATION EASEMENTA =24.35
ACRES± EXCLUDING N.C.S.R. 1008 R/W AND
INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
THE AREA OF CONSERVATION EASEMENT B = 41.27
ACRES± EXCLUDING N.C.S.R. 1008 R/W AND
INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
THE TOTAL AREA OF CONSERVATION EASEMENTS A
8 B = 65.62 ACRES± EXCLUDING N.C.S.R. 1008 R/W
AND INCLUDING THE 30' PROGRESS ENERGY UTILITY
EASEMENT BY COORDINATE COMPUTATION.
LINE DATA ALONG
RIGHT -OF -WAY OF
STEVENS MILL ROAD
(N.C.S.R. 1008)
LINE
LENGTH
BEARING
L19
28.68'
N76'18'54 "E
91.52'
N77'40'14 "E
rLINE
82.53'
N77'48'21 "E
L22
57.73'
N77'36'20 "E
L23
75.33'
N77'45'21 "E
LINE DATA ALONG
CENTERLINE OF
KENNEDY MILL
BRANCH FROM "Co
TO "D" (ALL POINTS
ARE NMC)
LINE
LENGTH
BEARING
L19
42.41'
NO3'58'50 "W
L20
38.28'
N29'48'33 "W
L21
49.13'
N48'18'39 "W
L22
29.41'
N41'52'16 "W
L23
39.43'
N17'21'15 "E
L24
12.77'
N06'44'29 "W
L25
26.70'
N 10'06'22 "E
L26
28.90'
NO2'25'39 "E
L27
33.22'
N34'09'02 "W
228
20.75'
N15'04'44 "W
TOTAL WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B -D
TOTAL 1,340,791.99 sq. ft 1 30.79 acres
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A & B
218,101.43 sq. ft 5.02 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTS A& B F "
TOTAL 1 493,324 08 sq. ft 1 11.33 acres
SHEET 1 OF 4
RIPARIAN BUFFER 8 NUTRIENT OFFSET
COMPOSITE MAP
OF THE
PANCHO BANK PARCEL
FOR
PANCHO MITIGATION
COMPANY, LLC
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
MINI
GRAPHIC SCALE 1 " =200'

WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT A
W -Al
490,739.83 sq. ft.
11.27 acres
W -A2
31,236.35 sq. ft.
0.72 acres
W -A3
5,311.70 sq. ft.
0.12 acres
TOTAL
527,287.88 sq. ft.
12.11 acres
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENT A
N -Al
117,003.09 sq. ft.
2.69 acres
N -A2
58,945.50 sq. ft.
1.35 acres
LL
175 948.59 sq. ft.
4.04 acres
ac
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENT
N -Al
721.03 sq. ft.
0.02 acres
N -A2
17,887.73 sq. ft.
0.41 acres
N -A3
24,435.51 sq. ft.
0.56 acres
N -A4
11,827.24 sq. ft.
0.27 acres
WAS
8,482.08 sq. ft.
0.19 acres
N -A6
1,045.01 sq. ft.
0.02 acres
N -A7
2,076.83 sq. ft.
0.05 acres
N -A8
1,137.69 sq. ft.
0.03 acres
N -A9
19,554.70 sq. ft.
0.45 acres
N -A70
1,252.32 sq. ft.
0.03 acres
N -All
267.65 sq. ft.
0.01 acres
N -Al2
12,912.51 sq. ft.
0.30 acres
TOTAL
101 600.30 sq. ft.
2.34 acres
GENERAL NOTES:
WETLAND AREAS AND CENTERLINE OF BRAIDED
CHANNEL PROVIDED BY AXIOM ENVIRONMENTAL,
INC.
ALL STREAMS WERE SURVEYED BY K2 DESIGN
GROUP, P.A. DURING AUGUST - DECEMBER, 2013.
4.25' FROM
:.,;..CENTERLINE TO EDGE
OF KENNEDY MILL BRANCH
AT R -137 & R -138
DO
DO
- o
_ o
U Q
z z
0
z
SECTION 4
NOT TO SCALE
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
This document originally issued and sealed
LEGEND:
SHEET 2OF4
N88 °58' 16 "W
- -
TO EDGE OF UT-5:,%.
00
0
..;. :;:.'::,:..;::....:...50......, .:.....:....
...%.:: : °:;:BRAIDED CHANNEL
cD_
EIP - EXISTING IRON PIPE
(TYPICAL OF BOTH
L)
EN - EXISTING NAIL
SIDES OF
13.63'
EMN - EXISTING MAG NAIL
;:CENTERLINE -
EIS EIS
4s � 0
58 16 W
EIS - EXISTING IRON STAKE
x
EPP - EXISTING PUMP PIPE
z z
26.05' 4s EIS 49.52'
ERCM - EXISTING RIGHT -OF -WAY
SECTION 1
z
NOT TO SCALE
CONCRETE MARKER
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
This document originally issued and sealed
LEGEND:
SHEET 2OF4
N88 °58' 16 "W
ISS - IRON STAKE SET
14.79
ECM - EXISTING CONCRETE MARKER
OF KENNEDY
"E" NMC
EIP - EXISTING IRON PIPE
10
N88 °58' 16'
EN - EXISTING NAIL
document. See the
13.63'
EMN - EXISTING MAG NAIL
0
°a N88
EIS EIS
4s � 0
58 16 W
EIS - EXISTING IRON STAKE
N88'58'1 6"W
EPP - EXISTING PUMP PIPE
z z
26.05' 4s EIS 49.52'
ERCM - EXISTING RIGHT -OF -WAY
142.27'
EIS 7t N43 °01'28 "W
CONCRETE MARKER
S36
N -All
�
°04' 16 "W 1 19.22'
NMC - NON - MONUMENTED CORNER
273.67' EIS Q ' "W
RNV - RIGHT OF WAY
EOP EDGE OF PAVEMENT
N40.1 1 17
-
z
'•
103.25'
EB - EASEMENT BOUNDARY
CL - CENTERLINE
EIS s9 N39 °59'27 "W
UP - UTILITY POLE
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
v
3
50.94'
EIS sa
0
P.C. - MAP BOOK
D.B. -DEED BOOK
600
N 12'55'39 "W
PG. - PAGE
N -A9, ,'.,.. :...
EIS s7 59.09'
O ISS FLUSH WITH GRADE
.
COX
°I
—
PROPERTY LINE
D.B. 2261 \
V
PG. 808
...:...... .
- - -- -TIE DOWN LINE
O:
RIGHT OF WAY LINE OR
"J
N01 °27' 15 "E
ADJOINER LINE
149.13'
TRIBS
NI -A5
EIS ss
UT
T - UNNAMED TRIB
U U TRIBUTARY
U
47 EIS
0
-5: "I 0
•' BRAIDED ' ^•i v
'�: �'Y'' <. � i:':`!° COX ETAL
CHANNEL ;'=
� N W.B. 89E PG. 503
I
2' _�0 D.B. 1125 PG. 121
S01 °44'35 'E
2
a.
N -A4
136.60'
� EIS ss
0
CONSERVATION
NO3 °41 '45 "E
EASEMENT A
138.74'
24.35 ACRES± EXCLUDING
THE RIGHT—OF—WAY OF
STEVENS MILL ROAD
U)
EIS 64
0
r N. C. S. R. 1008 AND
o_
.I
INCLUD /NG THE 30'
w .: >••: - <':' ".' :,.'.
: W L -Al o[. N 17'19'1 4"E
PROGRESS ENERGY
o :':. .
C17 '� >::.':: ":`::::':':',':..:' �o';:.. ;.
84.05'
( EIS ss
O
EASEMENT BY COORDINATE
COMPUTATION
COX
D.B. 2261 m
a�
NO2 °35'51 E
PG. 808
6 0.89'
EIS sz
Q
N18 °30'25 "W
137.93'
SECTION 1 "
SEE SHEET 2 OF 4
N -A3`
(TYPICAL SECTION
(
C
CUD)
_
�'.
OF UT -5
N
w o
Ln
r
EIS st
0
Z
COX ETAL
W.B. 89E, PG. 503
D.B. 1125 PG. 121
Z EIS sa
e�
IIdt
ATCHLINE SHEET.`"
. 3
�ATCHLIN E SHEET „D,; N
N11 °24'59 "W
138.62'
EIS 59
N13 °33'50 "W
This document originally issued and sealed
161.57'
SHEET 2OF4
by John A. Rudolph,
license number L -4194,
CENTERLINE
on December 16, 2013. This electronic
OF KENNEDY
RIPARIAN BUFFER& NUTRIENT OFFSET
media shall not be
considered a certified
COMPOSITE MAP
document. See the
project report for
°14'10 "W
OF THE
certificate and seal.
EIS ss
PANCHO BANK PARCEL
EIS s4 49.20'
S01 °44'35 "E
142.27'
FOR
PANCHO MITIGATION
48 EIS
COMPANY, LLC
S39'44'3 "E
S �
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
50.83'
200 100 0 200 400
600
COX
F
D.B. 2261,
—
GRAPHIC SCALE I" =200'
PG. 808
r
EIS st
0
Z
COX ETAL
W.B. 89E, PG. 503
D.B. 1125 PG. 121
Z EIS sa
e�
IIdt
ATCHLINE SHEET.`"
. 3
�ATCHLIN E SHEET „D,; N
N11 °24'59 "W
138.62'
EIS 59
N13 °33'50 "W
NOTE:
161.57'
OLD PROPERTY
LINE IS
CENTERLINE
EIS
OF KENNEDY
58
N11 °49'10 "W
MILL BRANCH.
94.01'
EIS 57 N25 °25'00 "W
34.01' N06
°14'10 "W
EIS @
69.85' _
EIS ss
_
_ N77 °42'40 "E \
EIS s4 49.20'
FUTRELL
D.B. 617,
ro
o �
�M
C) o
U Q
z z
0
z

FROM THE PROGRESS so
ENERGY RALEIGH OFFICE) 4s EIS EIS
L14
UP / -141 -1 3B
SECTION 4
SEE SHEET 2 OF 4
V, P
R� E�pQ (TYPICAL SECTION
OF KENNEDY
Ft� MILL BRANCH AT R -B7
LEGEND: RECORD CORNER & R -B8)
ISS -IRON STAKE SET D.B. 2763, PG. 212
ECM - EXISTING CONCRETE MARKER
EXISTING WOOD
EIP - EXISTING IRON PIPE RAIL FENCE L12A
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL 3a EIS
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE EXISTING U
ERCM - EXISTING RIGHT -OF -WAY SOIL
CONCRETE MARKER ROAD 37 EIS
NMC - NON- MONUMENTED CORNER
RIW - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
TRIBS
UT - UNNAMED TRIBUTARY
SHEET 3 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
EIS sa N11 °49'10 "W
94.01'
EIS 57 N25.25'00 "W
34.01' N06 °14'10 "W
EIS 56 69.85' — ------
EIS ss _
_ — N77 °42'40 "E \
EIS 54 49.20' FUTRELL
� � D.B. 617,
N77 °42'40 "E .� PG. 33
16.27' N•C•S R ILL ROND
METAL HEAD WALLS M 06uc)
N 5
P
E
WITH (2) CMP'S STEV W 9ANE9 �
(NCDOT TYPICAL) (60 R=
�
C U
'E
F"
KENNEDY'
:MILL
BRANCH.:......
126 :',::- <,;;�_.s� :��:;.:.;;:::� :`1�' :.:. =':• ; ::; . . :.:.........:.... .
J w,.
'•N -B3�.
r
UT -1
WL -B1
EIS 42
L 16A
L1
WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT B
EXISTING 30' PROGRESS
ENERGY EASEMENT (15' W-Bl 813,504.11 sq. ft. 18.68 acres
ON EACH SIDE OF UTILITY TOTAL 813,504.11 sq. ft. 18.68 acres
LINE)(INFORMATION OBTAINED
FROM THE PROGRESS
ENERGY RALEIGH OFFICE)
R/W 00
L176 EOp ° n
�U 44 E, R/W C
EIS / z z
ECM �1 L18
S27 °26'54 "E
148.18'
0
z
s
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
s
J. 9
sz • �
rr• rr-
�O
EXISTING 30' PROGRESS
ENERGY EASEMENT 15'
ON EACH SIDE OF UTILITY
LINE)(INFORMATION OBTAINED
L14
UP / -141 -1 3B
SECTION 4
SEE SHEET 2 OF 4
V, P
R� E�pQ (TYPICAL SECTION
OF KENNEDY
Ft� MILL BRANCH AT R -B7
LEGEND: RECORD CORNER & R -B8)
ISS -IRON STAKE SET D.B. 2763, PG. 212
ECM - EXISTING CONCRETE MARKER
EXISTING WOOD
EIP - EXISTING IRON PIPE RAIL FENCE L12A
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL 3a EIS
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE EXISTING U
ERCM - EXISTING RIGHT -OF -WAY SOIL
CONCRETE MARKER ROAD 37 EIS
NMC - NON- MONUMENTED CORNER
RIW - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
TRIBS
UT - UNNAMED TRIBUTARY
SHEET 3 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
EIS sa N11 °49'10 "W
94.01'
EIS 57 N25.25'00 "W
34.01' N06 °14'10 "W
EIS 56 69.85' — ------
EIS ss _
_ — N77 °42'40 "E \
EIS 54 49.20' FUTRELL
� � D.B. 617,
N77 °42'40 "E .� PG. 33
16.27' N•C•S R ILL ROND
METAL HEAD WALLS M 06uc)
N 5
P
E
WITH (2) CMP'S STEV W 9ANE9 �
(NCDOT TYPICAL) (60 R=
�
C U
'E
F"
KENNEDY'
:MILL
BRANCH.:......
126 :',::- <,;;�_.s� :��:;.:.;;:::� :`1�' :.:. =':• ; ::; . . :.:.........:.... .
J w,.
'•N -B3�.
r
UT -1
WL -B1
EIS 42
L 16A
L1
WETLAND CREDIT
AREA WITHIN CONSERVATION
EASEMENT B
EXISTING 30' PROGRESS
ENERGY EASEMENT (15' W-Bl 813,504.11 sq. ft. 18.68 acres
ON EACH SIDE OF UTILITY TOTAL 813,504.11 sq. ft. 18.68 acres
LINE)(INFORMATION OBTAINED
FROM THE PROGRESS
ENERGY RALEIGH OFFICE)
R/W 00
L176 EOp ° n
�U 44 E, R/W C
EIS / z z
ECM �1 L18
S27 °26'54 "E
148.18'
0
z
s
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
VANN 2
/ ECM
N27 °39'59 "W
28.65'
N F
� DENNING
UT -2 �
s
- � D.B. 411 PG. 438
N27 °39'59 "W
50 15'
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
COMPOSITE MAP and sealed by John A. Rudolph, SECTION ° N
OF THE license number L -4194, On SEE SHEET 4OF4
December 16, 2013. This (TYPICAL SECTION
PANCHO BANK PARCEL electronic media shall not be KENNEDY MILL BRANCH © EIS
FOR considered a certified document. AT R -B2, R-1313 & R -B4)
PANCHO MITIGATION See the project report for
certificate and seal. MATCHLINESHEET
COMPANY, LLC M TA CHLINE SHEET 4 0
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
WL -B1
RIPARIAN BUFFER CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
R -B 4,581.19 sq. ft. 0.11 acres
R -1112 11,708.18 sq. ft. 0.27 acres
R -1113 756.21 sq. ft. 0.02 acres
R -1114 665.39 sq. ft. 0.02 acres
R -1115 560.80 sq. ft. 0.01 acres
A 9,619.87 sq. ft. 0.22 acres
R -1117 12,792.16 sq. ft. 0.29 acres
R -1118 674.26 sq. ft. 0.02 acres
R -11304 794.78 sq. ft. 0.02 acres
TOT/ 42,152.84 sq. ft. 0.98 acres
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
NUTRIENT OFFSET CREDIT
AREA WITHIN CONSERVATION
EASEMENTB
N -61 118,486.93 sq. ft. 2.72 acres
. ft. 2.19 acres
95 599.12 s
N -B2 q
N -63 162,599.99 sq. ft. 3.73 acres
N -B4 15,037.72 sq. ft. 0.35 acres
TOTAL 391,723.76 sq. ft. 8.99 acres
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
CONSERVATION
EASEMENT B
2
41.27 ACRES t EXCLUDING THE
RIGHT —OF —WAY OF STEVENS MILL ROAD
c�
r AND INCLUDING THE 30'
v'
N. C. S. R. 1006 �
c�
.c� PROGRESS ENERGY EASEMENT
s
....�..:........ , ... ._..,. .... ,...., ro BY COORDINATE COMPUTATION
•0' /y DENNING
':.,R /e•..~ D.B. 411, PG. 438
a CM -I-
O'-
9
LO
ECM
5
S
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14
•:,�N � N66 °48'55 "W
99.59'
EIS S24 °59'25 "W
13 9.60'
N
of N
EIP 14

LEGEND:
ISS - IRON STAKE SET
ECM - EXISTING CONCRETE MARKER
EIP - EXISTING IRON PIPE
EN - EXISTING NAIL
EMN - EXISTING MAG NAIL
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
ERCM - EXISTING RIGHT -OF -WAY
CONCRETE MARKER
NMC - NON- MONUMENTED CORNER
R/W - RIGHT OF WAY
EOP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.C. - MAP BOOK
D.B. - DEED BOOK
PG. - PAGE
O - ISS, FLUSH WITH GRADE
PROPERTY LINE
— — — — — TIE DOWN LINE
RIGHT OF WAY LINE OR
ADJOINER LINE
-� TRIBS
UT - UNNAMED TRIBUTARY
LO
g00
Of
CD �
I
0
z
E PARCELS FUTRELL z �2
D.B. 997, PG. 507 cNo
O N
SECTION 2 �z
SEE SHEET 4 OF 4
(TYPICAL SECTION
KENNEDY MILL BRANCH © EIS
AT R -B2, R -B3 & R -B4)
MpTCHIINE SHEEi� �,�,
n�j► TA CHLINE SHEET 4
rvn,� °h
FUTRELL
D.B. 997. PG. 507
a
P
23 El
N�
a
EIS
WL -81..
o°
0
rn
EIS EIP to
�Ib OHO L O
2t EIS \\ EIP is
06. 6S. O
EA \
FUTRELL
/
D.B. 1433,
PG. 565
EIP t7
FUTRELL
D.B. 2791,
PG. 432
rn�
Q
ECM
0
N
MN' °lb
-BIN
6
.f
N66
�ry�b
EIP
15
EIS
S24 °59'25 "W
0
9.60'
0
°
N O
N66 °48'55 "W 'S
N
105.54' N66 °,
EIP is
N66 °48'55 "W
cv
U
z
o°
0
rn
EIS EIP to
�Ib OHO L O
2t EIS \\ EIP is
06. 6S. O
EA \
FUTRELL
/
D.B. 1433,
PG. 565
EIP t7
FUTRELL
D.B. 2791,
PG. 432
rn�
Q
ECM
0
N
°48'55 "W
-BIN
6
.f
N66
• :` WL
;. TO EDGE OF
EIS
S24 °59'25 "W
t 3
9.60'
;.
°
N66 °48'55 "W 'S
N
105.54' N66 °,
N
N66 °48'55 "W
U
z
EIP t4
0
135.52'
FUTRELL
D.B. 2791,
PG. 432
00
o00
:0.5' OF : C,
CENTERLINE ° °
:'TO EDGE z z
' •• OF UT -3 TO::
x
af
o'
O
Z
SECTION 3
NOT TO SCALE
IL
2.5' FROM
ILI CENTERLINE '
;. TO EDGE OF
KENNEDY
MILL BRANCH ..`
rD
C ro
Q
U
z
0
SECTION 2
z
NOT TO SCALE
This document originally issued
/ and sealed by John A. Rudolph,
license number L -4194, on
/LEE December 16, 2013. This
89E -145 electronic media shall not be
D.B. 821, considered a certified document.
/ PG. 687 / See the project report for
S56 °48'24 "E certificate and seal.
6009. / 8.00'
397 6 09 �'
KORNEGAY
S56 °48'24 "E D.B. 2792,
NMC EIP 109.24' PG. 150
S57 °39'55 "E
EIP (0-7) 141.06'
S68'55'1 0"E
1.61'
EIP EIP (s
EIS
11 NS X60 .sue
3S0 �S rn
h
09�Y ho
N �
EIP to \
NC GRID COORDINATE \ \
N= 6.5494'
\
E= 2,U242,242 ,867.0492'
2oS \�'S7°
NCGS MARKER W.
"HOOD"
GRID FACTOR: 0.9998744999
N =562,846.9320'
E= 2,259,109.0870'
HORIZONTAL GROUND
DISTANCES USED UNLESS
OTHERWISE NOTED.
SHEET 4 OF 4
RIPARIAN BUFFER & NUTRIENT OFFSET
yr i nr-
PANCHO BANK PARCEL
FOR
PANCHO MITIGATION
COMPANY, LLC
GRANTHAM TOWNSHIP WAYNE COUNTY NORTH CAROLINA
200 100 0 200 400 600
GRAPHIC SCALE I" =200'

Table 1. Project Components and Mitigation Credits
Pancho Bank Parcel — Wayne County, NC
Mitigation Credits
Nutrient Offset (Nitrogen only)
Restoration
Restoration Equivalent
11.33
--
Projects Components
Existing
Acreage
Restoration/
Mit. Ratio
Restoration
Acreage
Mitigation /
Acre
Comment
11.33
Restoration
(1:1)
11.33
2,273.02 lbs. /
acre
Cessation of current land use practices,
removing invasive species, and planting
with native forest vegetation.
Component Summation
Restoration Level
Nutrient Offset Credits (lbs.)
Restoration
11.33 acres = 25,753.31 lbs.
Totals
11.33 acres = 25,753.31 lbs.
Neuse Riparian Buffer
Restoration
Restoration Equivalent
5.02
--
Projects Components
Existing
Acreage
Restoration/
Mit. Ratio
Restoration
Acreage
Mitigation /
Acre
Comment
5.02
Restoration
(1:1)
5.02
43,560 sq. ft. /
acre
Cessation of current land use practices,
removing invasive species, and planting
with native forest vegetation.
Component Summation
Restoration Level
Neuse Riparian Buffer Credits (sq. ft.)
Restoration
5.02 acres = 218,671.2 sq. ft.
Totals
5.02 acres = 218,671.2 sq. ft.
Table 2: Project Activity and Reporting History
Pancho Bank Parcel — Wayne County, NC
Activity or Report
Data Collection
Completion or Delivery
RS Neuse UMBI
NA
March 2008
BPDP
NA
September 2013
Conservation Easement
NA
April 2012
Construction
NA
April 2013
Bare Root Planting
NA
March 2013
As -Built & Baseline Monitoring Document
July 2013
January 2014
Pancho Bank Parcel Appendix A: General Figures and Tables
As -Built & Baseline Monitoring Report

Table 3: Project Contact Table
Pancho Bank Parcel — Wayne County, NC
Firm
POC & Address
Pancho
1101 Haynes Street, Suite 211
Bank Sponsor
Restoration Systems, LLC
Raleigh, North Carolina 27604
65.62
George Howard and John Preyer
35.333755° N, - 78.192699° W (NAD 83/WGS 84)
Project Watershed Summary Information
919 - 755 -9490
Designer:
Axiom Environmental, Inc.
Grant Lewis; 919.215.1693
USGS Hydrologic Unit 8 -digit
03020201
218 Snow Ave. Raleigh, NC 27603
03020201150050
DWQ Sub -basin
Lloyd Glover; 919.422.3392
Construction Contractor:
Land Mechanics, Inc.
780 Landmark Road
< 5%
CGIA Land Use Classification
Willow Spring, NC 27592 -7756
Dwight McKinney 252.482.8491
Planting Contractor:
Carolina Silvics
908 Indian Trail Road
Edenton, NC 27932
Lloyd Glover; 919.422.3392
Seeding Contractor:
Land Mechanics, Inc.
780 Landmark Road
Willow Spring, NC 27592 -7756
Nursery Stock Suppliers:
ArborGen
1.888.888.7158
Baseline Data Collection
Axiom Environmental, Inc.
Grant Lewis; 919.215.1693
218 Snow Ave. Raleigh, NC 27603
Vegetation Monitoring:
Axiom Environmental, Inc.
Grant Lewis; 919.215.1693
218 Snow Ave. Raleigh, NC 27603
Table 4: Project Baseline Information & Attributes Table
Pancho Bank Parcel — Wayne County, NC
Project Information
Project Name
Pancho
County
Wayne
Project Area (acres)
65.62
Project Coordinates (latitude and
longitude)
35.333755° N, - 78.192699° W (NAD 83/WGS 84)
Project Watershed Summary Information
Physiographic Province
Southeastern Floodplains and Low Terraces &
Rolling Coastal Plain
River Basin
Neuse
USGS Hydrologic Unit 8 -digit
03020201
USGS Hydrologic Unit 14-
digit
03020201150050
DWQ Sub -basin
03 -04 -06
Project Drainage Area, Total Outfall (miles)
+/-3.3
Project Drainage Area Percentage of Impervious Area
< 5%
CGIA Land Use Classification
Cropland and Pasture
Pancho Bank Parcel Appendix A: General Figures and Tables
As -Built & Baseline Monitoring Report

Table 5: Reference Forest Ecosystem
Pancho Bank Parcel — Wayne County, NC
On Site Observations + Mesic Mixed Hardwood Forest & Coastal Plain Bottomland Hardwoods
Canopy Species
Understory Species
Red maple (Acer rubrum)
Red maple (Acer rubrum)
River birch (Betula ni ra)
River birch (Betula ni ra)
Pecan (Cara illinoinensis)
Ironwood (Car inns carohniana)
American beech (Fa us randi olia)
Coastal swee e eibush (Clethra alni olia)
American holly (Ilex o aca)
Dogwood (Cornus orida)
Sweet m (Li uidambar s raci ua)
Sourwood (Diospyros vir iniana)
Tulip poplar (Liriodendrum tuli i era)
American holly (Ilex o aca)
Black gum (Nyssa biflora)
Virginia sweetspire (Itea virginica)
Water oak (Quercus nigra)
Sweetgum (Liquidambar styraciflua)
Swarnp chestnut oak ( uercus michauxii)
Tulip poplar (Liriodendrum tuli i era)
Cherrybark oak ( uercus pagoda)
Common sweetleaf (S m locos tinctoria)
Willow oak ( uercus hellos)
Winged elm (Ulmus alata)
Winged elm (Ulmus alata)
Hi hbushbluebe (TVaccinium cor mbosum)
American elm (Ulmus americana)
Pancho Bank Parcel Appendix A: General Figures and Tables
As -Built & Baseline Monitoring Report

Table 6: Planted Tree Species
Pancho Bank Parcel - Wayne County, NC
Vegetation Association: Mesic Mixed Hardwood Forest & Coastal Plain Bottomland Hardwoods
Total
Area (Acres) Total= 48.9 acres
3.6
17.5
27.8
Vegetation Association:
Streamside
Assemblage
Mesic Mixed
Hardwood Forest
Coastal Plain
Bottomland
Hardwoods
Species
Number
Planted
% of
Total
Number
Planted
% of
Total
Number
Planted
% of
Total
River birch (Betula nigra)
1,100
47.8%
1,000
3.02%
2,100
American elderberry (Sambucus canadensis)
2,300
52.2%
2,300
American Beech (Fagus grandifolia)
1,850
5.59%
1,850
Northern red oak (Quercus rubra)
5,800
17.53%
5,800
White oak (Quercus alba)
5,850
17.69%
5,850
Black cherry (Prunus serotina)
5,000
15.12%
5,000
Persimmon (Diospyros virginiana)
5,300
16.02%
5,300
Flowering dogwood (Cornus florida)
2,000
6.05%
2,000
American tulip tree (Liriodendron tulipifera)
1,000
3.02%
1,000
6.91%
2,000
Southern red oak (Quercus falcata var. pagodifolia)
2,800
8.47%
2,800
Florida maple (Acer saccharumsubsp. floridanum)
2,475
7.49%
2,475
Black tupelo (Nyssa sylvatica)
2,800
19.34%
2,800
Swamp chestnut aak (Quercus michauxii)
2,800
19.34%
2,800
Willow oak (Quercus phellos)
2,800
19.34%
2,800
Green Ash (Fraxinus pennsylvanica)
1,850
12.78%
1,850
Bald cypress (Taxodium distichum)
2,000
13.82%
2,000
Bitternut Hickory (Carya cordiformis)
975
6.74%
975
Shagbark hickory (Carya ovate)
250
1.73%
250
Total
3,400
100%
33,075
100%
14,475
100%
50,950
Pancho Bank Parcel Appendix A: General Figures and Tables
As -Built & Baseline Monitoring Report

Appendix B: Baseline Vegetation Data, CVS Output Table
Figure 9 — Planting Plan
Table 7 — CVS Baseline Vegetation Data
Vegetation Plot Photos 1 -16
Pancho Bank Parcel Appendix B: Baseline Vegetation Data, CVS Output Table
As -Built & Baseline Monitoring Report — January 2014

Table 7: Baseline Vegetation Data: Pancho Nutrient Offset
Color for Density Abbreviations for Stem Counts
Exceeds requirements by 10% Pnol-S - planted species, no live stakes
Exceeds requirements, but by less than 10% P- all planted species
Fails to meet requirements, by less than 10% T - Planted and Natural Recruits
Fails to meet requirements by more than 10%
Current Plot Data (MYO 2013)
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Color for Density Abbreviations for Stem Counts
Exceeds requirements by 10% Pnol-S - planted species, no live stakes
Exceeds requirements, but by less than 10% P- all planted species
Fails to meet requirements, by less than 10% T - Planted and Natural Recruits
Fails to meet requirements by more than 10%

Photo not available

Appendix C: NC DWR Stream Determination
Pancho Bank Parcel Appendix C: NC DWR Stream Determination
As -Built & Baseline Monitoring Report — January 2014

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
June 20, 2013
Restoration Systems, LLC.
Attn: Mr. Raymond Holz
1101 Haynes Street, Suite 211
Raleigh, NC 27604
DWQ # 10 -0099 V3
Pitt County
Subject Property: Pancho Nutrient and Riparian Buffer Bank Parcel
UTs to Kennedy Mill Branch and Kennedy Mill Branch, Neuse River Basin
On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B
.0233)
Dear Mr. Holz:
On June 18, 2013, at your request Anthony Scarbraugh conducted an on -site determinations to review
unnamed tributaries (UTs) to Kennedy Mill Branch and Kennedy Mill Branch located on the subject
property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The features are labeled as
"2010 -0099 V3A, 2010 -0099 V3B, 2010 -0099 V3C, and 2010 -0099 V3D" on the attached maps initialed
by Mr. Scarbraugh on June 20, 2013. The project is at 4439 Stevens Mill Road in Wayne County.
At your request, Mr. Scarbraugh conducted on -site determinations as stated above. During his review,
he evaluated the features using the DWQ Stream Classification Form. He evaluated the stream reach
2010 -0099 V3A at N 35.33607, W 78.19479 and calculated the score to be 19.25 points. He evaluated
the stream reach 2010 -0099 V3B at N 35.33224, W 78.19158 and calculated the score to be 19.25
points. He evaluated the stream reach 2010 -0099 V3C at N 35.33088, W 78.18957 and calculated the
score to be 41 points. He evaluated the stream reach 2010 -0099 V3D at N 35.33171, W 78.18800 and
calculated the score to be 35 points. The form states that if the score is "greater than or equal to 19
points the stream is at least intermittent".
The Division of Water Quality (DWQ) has determined that the portions of the features labeled as
"2010 -0099 V3A, 2010 -0099 V3B, 2010 -0099 V3C, and 2010 -0099 V3D" on the attached maps, and
highlighted in blue are subject to the Neuse Buffer Rules. The portion of feature labeled "13 -0529 A"
that is circled and highlighted in red is not subject to the Tar - Pamlico Buffer Rules. The feature and its
associated buffers should be identified on any future plans for this property. The owner (or future
owners) should notify the DWQ (and other relevant agencies) of this decision in any future
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Phone: 252 - 946 -64811 FAX: 252 - 946 -9215
Internet www wwateraualitv.om
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
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Appendix D: Conservation Easement
Pancho Bank Parcel Appendix D: Conservation Easement
As -Built & Baseline Monitoring Report — January 2014

B0 2 9 2 3 PAGE ! 9 8
I IIIl11111lIIIIII11111l1illllilf f ilf il1111lIIIIIIIl1111111111111 llifllllfllllll ppee �;Y��.+'
Dao ID: 010869220008 TVPO: CRP � D �,dr .e,
Recorded: 04/,9/2012 at 02 :34:06 PM D
Fee Amt: $26.00 Pepe 1 of :10
WAYNE COUNTY. NC
60IS J MOORING REGISTER OF DEEDS
OK2923P498 -205 -B
10
Prepared by and return to: William P. Aycock II, Attorney
Aycock & Aycock PLLC
301 N. Elm Street, Suite 400
Greensboro, NC 27401
STATE OF NORTH CAROLINA
PERMANENT CONSERVATION
EASEMENT
COUNTY OF WAYNE
THIS PERMANENT CONSERVATION EASEMENT ( "Conservation
Easement") made this at day of AV r- + I , 2012 by and between
PANCHO MITIGATION COMPANY, LLC, a North Carolina limited liability company
( "Grantor") and RESTORATION SYSTEMS, LLC, a North Carolina limited liability
company ( "Grantee ").
The designation Grantor and Grantee as used herein shall include said parties,
their heirs, successors and assigns, and shall include singular, plural, masculine, feminine
or neuter as required by context.
RECITALS
WHEREAS, Grantor owns in fee simple certain real property situated, lying and
being in Grantham Township, Wayne County, North Carolina, more particularly
described in Exhibit A attached hereto and incorporated herein ( "Property "); and
WHEREAS, Grantor and Grantee desire to facilitate the establishment of an
environmental mitigation bank on the Property as more particularly described herein; and
WHEREAS, Grantee agrees that it shall cause the appropriate environmental
mitigation and restoration to be accomplished on the Property as more particularly set
forth herein and, upon completion of such restoration and mitigation, Grantee will assign
this Conservation Easement to a non -profit corporation or trust whose purpose is the
6 /T'd 26h6SSZ6T6T :01 L8068116T6 :WDdA 22 :2T 2T02 -02 -dW

�n 2 9 2 3 PAGE 1 9 9
conservation of property and which is qualified to be the grantee of a conservation
easement pursuant to N.C. Gen. Stat. §121 -34 et. se___q.. and Internal Revenue Code
§170(h); and
WHEREAS, the Property subject to this Conservation Easement has been divided
into two (2) parcels as follows: the "Pancho Bank Parcel" containing 10.48 +/- acres to
be utilized to provide nutrient offsets within the Neuse River Basin HUC 030202; and the
"Wetland and Stream Bank Parcel" containing 55 +/- acres to provide stream and
wetlands mitigation; and
WHEREAS, both the Pancho Bank Parcel (nutrient offset area) and the Wetland
and Stream Bank Parcel (compensatory mitigation area) are identified on Exhibit A
attached hereto and incorporated herein by reference and on the Map of Record; and
PC-0 St_- 76F -1
WHEREAS, the preservation of the Pancho Bank Parcel is required and governed
by Grantee's Neuse River Basin Riparian Buffer and Nutrient Mitigation Umbrella
Banking Instrument ( "Nutrient Mitigation Banking Instrument ") on file with the North
Carolina Division of Water Quality ( "DWQ "); and
WHEREAS, the preservation of the Property is required by a Mitigation Banking
Instrument for the Pancho Stream and Wetland Mitigation Bank, Department of the
Army Action ID Number SAW -2010- 00142. The Mitigation Bank is intended to be used
to compensate for unavoidable stream and wetland impacts authorized by permits issued
by the Department of the Army. Grantor and Grantee agree that third -party rights of
enforcement shall be held by the U.S. Army Corps of Engineers, Wilmington District
(Corps, to include any successor agencies), and that these rights are in addition to, and do
not limit, the rights of parties to the Mitigation Banking Instrument.
NOW, THEREFORE, for and in consideration of the covenants and representations
contained herein and for other good and valuable consideration, the receipt and legal
sufficiency of which is hereby acknowledged, Grantor hereby unconditionally and
irrevocably grants and conveys unto Grantee, its heirs, successors and assigns, forever and
in perpetuity a Conservation Easement of the nature and character and to the extent
hereinafter set forth, over the Property described on Exhibit A, together with the right to
preserve and protect the conservation values thereof, as follows:
ARTICLE 1.
DURATION OF EASEMENT
This Conservation Easement shall be perpetual. This conservation Easement is an
easement in gross, runs with the land and is enforceable by Grantee against Grantor,
Grantor's personal representatives, heirs, successors and assigns, lessees, agents and
licensees.
2
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BOOK 2 9 2 3 PAGE 2 0 0
ARTICLE 1I.
PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purpose of this
Conservation Easement is prohibited. The Property shall be preserved in its natural condition
and restricted from any development that would impair or interfere with the conservation values
of the Property.
Without limiting the generality of the foregoing, the following activities and uses are
expressly prohibited, restricted or reserved as indicated hereunder:
A. Disturbance of Natural Features. Any change disturbance, alteration or impairment
of the natural features of the Property or any introduction of non - native plants and/or animal
species is prohibited.
B. Construction. There shall be no constructing or placing of any building, mobile home,
asphalt or concrete pavement, billboard or other advertising display, antenna, utility pole, tower,
conduit, line, pier, landing, dock or any other temporary or permanent structure or facility on or
above the Property.
C. Industrial Commercial and Residential Use. Industrial, residential and/or
commercial activities, including any right of passage for such purposes are prohibited.
D. Agricultural, Grazing and Horticultural Use. Agricultural, grazing, animal husbandry,
and horticultural use of the Property are prohibited.
E. Vegetation. There shall be no removal, burning, destruction, harming, cutting or
mowing of trees, shrubs, or other vegetation on the Property.
F. Roads and Trails. There shall be no construction of roads, trails or walkways on
the property; nor enlargement or modification to existing roads, trails or walkways.
G. SigLinc. No signs shall be permitted on or over the Property, except the posting
of no trespassing signs, signs identifying the conservation values of the Property, signs giving
directions or proscribing rules and regulations for the use of the Property and/or signs
identifying the Grantor as owner of the property.
H. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage, waste,
abandoned vehicles, appliances, machinery or hazardous substances, or toxic or hazardous
waste, or any placement of underground or aboveground storage tanks or other materials on the
Property is prohibited.
I. Excavation Dred or Mineral Use. There shall be no grading, filling,
excavation, dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals
or other materials, and no change in the topography of the land in any manner on the Property,
except to restore natural topography or drainage patterns.
3
6f2'd 86b6SSZ6T6L :0i L8068216T6 :WodA 22 :2T 2102 -02 -add

HE2923 PA61201
J. Water Quality and Drainage Pattern. There shall be no diking, draining,
dredging, channeling, filling, leveling, pumping, impounding or related activities, or altering
or tampering with water control structures or devices, or disruption or alteration of the
restored, enhanced, or created drainage patterns. In addition, diverting or causing or
permitting the diversion of surface or underground water into, within or out of the easement
area by any means, removal of wetlands, polluting or discharging into waters, springs, seeps, or
wetlands, or use of pesticide or biocides is prohibited.
K. Development Rights. No development rights that have been encumbered or
extinguished by this Conservation Easement shall be transferred pursuant to a transferable
development rights scheme or cluster development arrangement or otherwise.
L. Vehicles. The operation of mechanized vehicles, including, but not limited to,
motorcycles, dirt bikes, all- terrain vehicles, cars and trucks is prohibited.
M. Other Prohibitions. Any other use of, or activity on, the Property which is or may
become inconsistent with the purposes of this grant, the preservation of the Property substantially
in its natural condition, or the protection of its environmental systems, is prohibited.
ARTICLE III
GRANTOR'S RESERVED RIGHTS
The Grantor expressly reserves for itself, and its successors or assigns, the right to
continue the use of the property for all purposes not inconsistent with this' Conservation
Easement, including, but not limited to, the right to quiet enjoyment of the Property, the
rights of ingress and egress, the right to hunt, fish, and hike on the Property, the right to sell,
transfer, gift or otherwise convey the Property, in whole or in part, provided such sale, transfer
or gift conveyance is subject to the terms of, and shall specifically reference, this
Conservation Easement.
Notwithstanding the foregoing Restrictions, Grantor reserves for Grantor, its
successors and assigns, the right to construct wetland and stream mitigation on the Property,
in accordance with the detailed mitigation plan approved in accordance with the Mitigation
Hanidng Instnunent.
ARTICLE IV.
GRANT'EE'S RIGHTS
The Grantee or its authorized representatives, successors and assigns, and the Corps
and DWQ shall have the right to enter the Property at all reasonable times for the purpose of
inspecting the Property to determine if the Grantor, or its successors, or assigns, is complying
with the terms, conditions, restrictions, and purposes of this Conservation Easement. The
Grantee shall also have the right to enter and go upon the Property for purposes of making
scientific or educational observations and studies, and taking samples. The easement rights
granted herein do not include public access rights.
4
6•b'd 86t76SSZ6T6T :01 L8068216T6 :W06J 22 :2T 8T08- 08 -NdH

BBGG2923 PAGf202
ARTICLE V
ENFORCEMENT AND REMEDIES
A. To accomplish the purposes of this Easement, Grantee is allowed to prevent
any activity on or use of the Property that is inconsistent with the purposes of this Easement
and to require the restoration of such areas or features of the Property that may be damaged by
such activity or use. Upon any breach of the terms of this Conservation Easement by Grantor
that comes to the attention of the Grantee, the Grantee shall notify the Grantor in writing of
such breach. The Grantor shall have 30 days after receipt of such notice to correct the
conditions constituting such breach. If the breach remains uncured after 30 days, the
Grantee may enforce this Conservation Easement by appropriate legal proceedings
including damages, injunctive and other relief. Notwithstanding the foregoing, the Grantee
reserves the immediate right, without notice, to obtain a temporary restraining order,
injunctive or other appropriate relief if the breach of the term of this Conservation
Easement is or would irreversibly or otherwise materially impair the benefits to be
derived from this Conservation Easement. The Grantor and Grantee acknowledge that under
such circumstances damage to the Grantee would be irreparable and remedies at law will be
inadequate. The rights and remedies of the Grantee provided hereunder shall be in addition to,
and not in lieu of, all other rights and remedies available to Grantee in connection with this
Conservation Easement. The costs of a breach, correction or restoration, including the
Grantee's expenses, court costs, and attorneys' fees, shall be paid by Grantor, provided
Grantor is determined to be responsible for the breach. The Corps shall have the same right to
enforce the terms and conditions of this easement as the Grantee.
B. No failure on the part of the Grantee to enforce any covenant or provision
hereof shall discharge or invalidate such covenant or any other covenant, condition, or provision
hereof or affect the right to Grantee to enforce the same in the event of a subsequent breach or
default.
C. Nothing contained in this Conservation Easement shall be construed to entitle
Grantee to bring any action against Grantor for any injury or change in the Property
resulting from causes beyond the Grantor's control, including, without limitation, fire, flood,
storm, war, acts of God or third parties, except Grantor's lessees or invitees; or from any
prudent action taken in good faith by Grantor under emergency conditions to prevent, abate,
or mitigate significant injury to life, damage to property or harm to the Property resulting
from such causes.
ARTICLE VI
MISCELLANEOUS
A. Warranty. Grantor warrants, covenants and represents that it owns the
Property in fee simple, and that Grantor either owns all interests in the Property which may
be impaired by the granting of this Conservation Easement or that there are no outstanding
mortgages, tax liens, encumbrances, or other interests in the Property which have not been
expressly subordinated to this Conservation Easement. Grantor further warrants that Grantee
shall have the use of and enjoy all the benefits derived from and arising out of this
Conservation Easement, and that Grantor will warrant and defend title to the Property against
the claims of all persons.
61
6.S'd 0606SSLSTGT :01 LSO LL6% :W08A b2 :2T dTO2- 02-dc3U

622923 PAGE203
B. Subsequent Transfers. The Grantor agrees to incorporate the terms of this
Conservation Easement in any deed or other legal instrument that transfers any interest in all
or a portion of the Property. The Grantor agrees to provide written notice of such transfer at
least sixty (60) days prior to the date of the transfer. The Grantor and Grantee agree that the
terms of this Conservation Easement shall survive any merger of the fee and easement
interests in the Property or any portion thereof and shall not be amended, modified or
terminated without the prior written consent and approval of the Corps and DWQ.
C. Assignment. The parties recognize and agree that the benefits of this
Conservation Easement are in gross and assignable provided, however that the Grantee hereby
covenants and agrees, that in the event it transfers or assigns this Conservation Easement, the
organization receiving the interest will be a qualified holder under N.C. Gen. Stat. § 121 -34
et seq. and § 170(h) of the Internal Revenue Code, and the Grantee further covenants and
agrees that the terms of the transfer or assignment will be such that the transferee or assignee
will be required to continue in perpetuity the conservation purposes described in this
document.
D. Entire Agreement and Severability. This instrument sets forth the entire
agreement of the parties with respect to the Conservation Easement and supersedes all prior
discussions, negotiations, understandings or agreements relating to the Conservation Easement. If
any provision is found to be void or unenforceable by a court of competent jurisdiction, the
remainder shall continue in full force and effect.
E. Obligations of Ownership, Grantor is responsible for any real. estate taxes,
assessments, fees, or charges levied upon the Property. Grantor shall keep the Property free
of any liens or other encumbrances for obligations incurred by Grantor. Grantee shall not be
responsible for any costs or liability of any kind related to the ownership, operation,
insurance, upkeep, or maintenance of the Property, except as expressly provided herein.
Nothing herein shall relieve the Grantor of the obligation to comply with federal, state or local
laws, regulations and permits that may apply to the exercise of the Reserved Rights,
F. Extinpmishrnent, In the event that changed conditions render impossible the
continued use of the Property for the conservation purposes, this Conservation Easement may
only be extinguished, in whole or in part, by judicial proceeding.
G. Eminent Domain. Whenever all or part of the Property is taken in the exercise of
eminent domain so as to substantially abrogate the Restrictions imposed by this Conservation
Easement, Grantor and Grantee shall join in appropriate actions at the time of such taking to
recover the full value of the taking, and all incidental and direct damages due to the taking.
H. Proceeds. This Conservation Easement constitutes a real property interest
immediately vested in Grantee. In the event that all or a portion of this Property is sold,
exchanged, or involuntarily converted following an extinguishment or the exercise of eminent
domain, Grantee shall be entitled to the fair market value of this Conservation Easement. The
parties stipulate that the fair market value of this Conservation Easement shall be determined
by multiplying the fair market value of the Property unencumbered by this Conservation
Easement (minus any increase in value after the date of this grant attributable to
M
6.9'd 26b6SSZ6Z6L :Di L886aL6% :WOdJ 172 :2ti 2TO2- 02 -8dU

HOK2923 PAGE204
improvements) by the ratio of the value of this easement at the time of this grant to the value
of the Property (without deduction for the value of this Conservation Easement) at the time of
this grant. The values at the time of this grant shall be the values used, or which would have
been used, to calculate a deduction for federal income tax purposes, pursuant to Section
170(h) of the Internal Revenue Code (w.bether eligible or ineligible for such a deduction).
Grantee shall use its share of the proceeds in a manner consistent with the purposes of this
Conservation Easement.
1. Notification. Any notice, request for approval, or other communication
required under this Conservation Easement shall be sent by registered or certified mail,
postage prepaid, to the following addresses (or such address as may be hereafter specified by
notice pursuant to this paragraph):
To Grantor:
Pancho Mitigation Company, LLC
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
To Grantee:
Restoration Systems, LLC
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
To the Carps:
Regulatory Project Manager
Washington Regulatory Field Office
U.S. Army Corps of Engineers — Wilmington District
2407 West Fifth Street
Post Office Box 1000
Washington, NC 27889 -1000
J. Failure of Grantee. If at any time Grantee is unable or fails to enforce this
Conservation Easement, or if Grantee ceases to be a qualified grantee, and if within a
reasonable period of time after the occurrence of one of these events Grantee fails to make
an assignment pursuant to this Conservation Easement, then the Grantee's interest shall
become vested in another qualified grantee in accordance with an appropriate proceeding in a
court of competent jurisdiction.
K. Amendment. This Conservation Easement may be amended, but only in a writing
signed by all parties hereto, and provided such amendment does not affect the qualification of this
Conservation Easement or the status of the Grantee under any applicable laws, and is
consistent with the conservation purposes of this grant.
L. Present Condition of the Property. The wetlands, scenic, resource,
environmental, and other natural characteristics of the Property, and its current use and
rJ
6 /Z'd 26b6SSL6T6i!01 180681L6Z6 :[Odd S2:2T 2102- 02-ddu

ONK 2 9 2 3 PAGE 2 0 5
state of improvement, are described in Section 5, Appendix A- Mitigation Plan of the
Mitigation Banking Instrument, dated April 12, 2012, prepared by Grantor and
acknowledged by the Grantor and Grantee to be complete and accurate as of the date hereof
Both Grantor and Grantee have copies of this report. It will be used by the parties to assure
that any future changes in the use of the Property will be consistent with the terms of this
Conservation Easement. However, this report is not intended to preclude the use of other
evidence to establish the present condition of the Property if there is a controversy over its use.
TO HAVE AND TO HOLD the said rights and easements perpetually unto Grantee for the
aforesaid purposes.
IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day and
year first above written.
GRANTOR:
Panc ' 'gati any, LLC
By:
Man r
GRANTEE:
Rector 'on S tem , L C
By:
Man r
6/8'd 26b6SS2-6TGT :01 L80GWU6TG :WOdJ 92:CT ZT02- 00 -ddd

00OK2923 PAK205 -A
STATE OF NORTH CAROLINA
COUNTY O` d r F a,
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she signed the foregoing document:
WITNESS my hand and official seal, this t� da of 2012.
jr Notary's itic al Signature
(Official Seal) '�Z�6 V�5
Notary's Printed or Typed Naive
My Commission Expires..
STATE OF NORTH CAROLINA
COUNTY OF W 06YG
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she signed the foregoing document:
�a� h Pry : C r
WITNESS my hand and official seal, this JE day of , 2012.
(Official Seal)
�% XN qp
C7
VK%a
Notary's 056al Signature
6_ Z i" Oqs
Notary's Printed or Typed Name
My Commission Expires: S " 2— f 01
E
6/6'd 26b6SSZ6%T :01 40060zL6T6
:Woa-d 92 :2T 2TO2- 02-6dd

Appendix E: Financial Assurance
Pancho Bank Parcel Appendix E: Financial Assurance
As -Built & Baseline Monitoring Report — January 2014

The Hartford
Monitoring Bond
F-07IT61111 w
Bond, T-4
One Hartford Plaza
Hartford, Connecticut 06155
KNOW ALL MEN BY THESE PRESENTS, that we, Restoration Systems. LLC, as Principal, and Hartford Fire
Insurance Com an , licensed to do business in the State of, NC as Surety, are held and firmly bound unto North
Carolina Department of Environment and Natural Resources — Division of Water Resources (Obligee), in the penal
sum of One Hundred-Fift Thousand and 001100 Dollars ($150,000.00), lawful money of the United States of America,
for the payment of which sum, well and truly to be made, the Principal and Surety do bind themselves, their heirs,
executors, administrators, and successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the above bounden Principal has entered into certain
written Contract for the Neuse Riparian Buffer and Nutrient Mitigation Umbrella Banking Instrument with the above named
Obligee, effective the 14t" day of January, 2014 for H drolo is Unit Code HUC 03020201 and more fully described in
said Umbrella Banking Instrument (UMBI), a copy of which is attached, which Agreement is made a part hereof and
incorporated herein by reference, except that nothing said therein shall alter, enlarge, expand or otherwise modify the
term of the bond as set out below.
NOW, THEREFORE, if Principal, its executors, administrators, successors and assigns shall promptly and faithfully
perform the Contract, according to the terms, stipulations or conditions thereof, then this obligation shall become null and
void, otherwise to remain in full force and effect subject to the following:
Notwithstanding the provisions of the Contract, the term of this bond be from January 14, 2014 to January 14, 2015 and
may be extended annually by the Surety via issuance of a replacement bond. However, neither nonrenewal by the
Surety, nor the failure or inability of the Principal to file a replacement bond, shall itself constitute a loss to the Obligee
recoverable under this bond or any renewal or continuation thereof. The liability of the Surety under this bond or any
continuation certificates issued in connection therewith shall not be cumulative and shall in no event exceed the amount
as set forth in this bond or any additions, rider, or endorsements properly issued by the Surety as supplements thereto.
Sealed with our seals and dated this 14th day of January, 2014.
Witness
Witness
Agreed and acknowledged this day of , 2014
By
Obligee
Restoration Systems, LLC
Principal
HARTFORD FIRE INSURANCE COMPANY
Teilheth J. P ples, Attorney- n -Fact

Direct Inquiries /Claims to:
POWER OF ATTORNEY THE HARTFORD
BOND, T-4
One Hartford Plaza
Hartford, Connecticut 06155
call. 888 - 266 -3488 or fax: 860 - 757 -5835
KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 22- 270197
0 Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut
0 Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana
0 Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut
Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut
Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana
Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois
0 Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana
0 Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida
having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies ") do hereby make, constitute and appoint,
up to the amount of unlimited.
Laura Krosky, Sandra B. Byrum, Southgate Jones 111, Angela B. Britt, James P. Carter 11, Phoebe Honeycutt,
Kenneth J. Peeples, Kitara A. Smith, Heather L. Kennedy, Neil B. Biller, Bobbi D. Pendleton
of
Durham, NC
their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as
delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the
nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and
executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies
have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant
Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are
and will be bound by any mechanically applied signatures applied to this Power of Attorney.
r :,�Wrq•u e s a �0� r � L r�,
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Wesley W. Cowling, Assistant Secretary
STATE OF CONNECTICUT
ss, Hartford
COUNTY OF HARTFORD
M. Ross Fisher, Assistant Vice President
On this 3rd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and
say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations
described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said
instrument are such corporate seals, that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his
name thereto by like authority.
R Scutt E. Paseka
Notary Public
CERTIFICATE My Commission Expires October 31, 2012
I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and fore oing is a true and correct
copy of the Power of Attorney executed by said Companies, which is still in full force effective as of
Signed and sealed at the City of Hartford. '
Ills
®r�1984 'L+}► :1>ai9JrGr
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Gary W. Stumper, Assistant Vice President