20200034 Ver 1_Pierce Terrace - Mitigation Plan Modification Request_2023_20230725

June 30, 2023
Todd Tugwell
Chief Mitigation Branch, Regulatory Division
Wilmington District, USACE
Subject: Pierce Terrace Mitigation Site — Mitigation Plan Modification
Request for Adjustment of Mitigation Credits
DMS Project ID No. 100139
DMS Contract No. 7907-01
USACE Action ID No. SAW-2020-00046
DWR Project No. 2020-00034
Mr. Tugwell,
Restoration Systems, LLC
1101 Haynes St. Suite 211
Raleigh, North Carolina
Ph: [phone]
Fx: [phone]
Restoration Systems, LLC (RS), Sponsor of the Pierce Terrace Mitigation Site (Site), is providing this Mitigation Plan
Modification Request of the Site's Mitigation Plan based on the as -built survey and site conditions following
construction including on -site observations. Mitigation Plan Modification items include: 1) Updating the
conservation easement acreage, 2) Adjusting Site credits based on as -built site conditions, and 3) relocating a
groundwater gauge from the Site to a reference wetland.
Mitigation Plan Modification Items:
1. Based on the approved Mitigation Plan, dated July 11, 2022, the Site was to provide 108.401 Wetland
Mitigation Units (WMUs). Upon review of the as -built survey an oversight was observed regarding the
conservation easement and wetland re-establishment boundaries. An old GIS version of the conservation
easement boundary was used in the final approved mitigation plan rather than the surveyed conservation
easement boundary from the map of record. As a result, the error carried over from the conservation
easement boundary to the wetland re-establishment boundary where it abuts the conservation easement.
Below is a summary table of the areas and differences noted.
Feature
Approved Mit. Plan Area
(ac)
Map-of-Record/Intended
Area (ac)
Difference (ac)
Conservation Easement
125.73
125.74
+0.01
Wetland Re-
establishment Area 1
86.706
86.783
+0.077
Wetland Re-
establishment Area 2
19.805
19.805
0.000
Total Wetland Re-
establishment
106.511
106.588
+0.077
2. In addition, based on fill material quantities needed to fill ditches and site conditions during construction,
adjustments to the wetland creation areas were required. This adjustment affected both wetland creation
and re-establishment areas and requires a revision to the Site's asset table.
2A. Downward adjustment of Wetland Creation Credits:
The approved Mitigation Plan included two wetland creation areas (Area 1 and Area 2) to be used for
harvesting fill material to fill in the existing ditches. During construction it was observed the fill material
from Area 2 had a higher clay content than Area 1. As a result, Area 2 was used as the primary source for
fill material. The overall shape of Area 2 was slightly different than what was shown in the approved
mitigation plan, and Area 1's overall acreage decreased significantly. Below is a summary of the differences.
1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492

Pierce Terrace Mitigation Site — Mitigation Plan Modification Request
June 30, 2023
Page 2
Wetland Creation ID
Approved Mit. Plan Area
(ac)
As -built Area (ac)
Difference (ac)
Area 1
4.277
2.342
-1.935
Area 2
1.393
1.450
+0.057
Total
5.670
3.792
-1.878
2B. Upward adiustment of Wetland Re-establishment credits:
The approved Mitigation Plan included two wetland restoration areas (Area 1 and Area 2). After
construction was complete and the wetland creation areas were adjusted, field observations coupled with
soils analysis provided in the mitigation plan identified potential to expand the wetland re-establishment
boundary along the northern boundary of Area 1. Also, during the as -built field review it was noted the area
between the conservation easement and wetland reestablishment boundary of Area 2 along Silver Springs
Road has potential to support wetland hydrology based on the surface roughening implemented during
construction. As a result, the wetland re-establishment boundary is proposed to extend to the conservation
easement. Below is a summary of the approved mitigation plan wetland reestablishment assets versus the
proposed modification to the wetland reestablishment assets.
Wetland Re-
establishment ID
Approved Mit. Plan Area
(ac)
Proposed Area
Adjustments (ac)
Proposed As -built Total
(ac)
Area 1
86.783
1.085
87.868
Area 2
19.805
0.343
20.148
Total
106.588
1.428
108.016
2C. Update to Site Credits:
Based on items 2A and 2B Site crediting is proposed to be adjusted upward by 0.786 WMUs. This adjustment
includes a downward adjustment of wetland creation credits by 0.626 WMUs, and an upward adjustment
of wetland reestablishment credits by 1.412 WMUs. Below is a summary of the adjustments from the
approved mitigation plan to the proposed as -built.
Wetland Restoration
Level
Approved Mit. Plan
Credits (WMUs)
As -built Proposed Credits
(WMUs)
Difference (WMUs)
Re-establishment
106.5881
108.016
+1.428
Creation
1.890
1.264
-0.626
Total
1 108.478
1 109.280
1 0.786
'Note this value is the proposed wetland re-establishment area from mitigation plan modification item 1.
3. Lastly, as a result of the reduction to wetland creation area 1 groundwater gauge 57 is now located in an
upland. RS proposes to relocate this gauge to Merchants Mill State Park to be used as a reference
groundwater gauge. The specific location proposed is the same as the reference gauge location for the
Hofler Mitigation Site which is within an area of the Bladen soil series with no ditches and has not been
timbered in at least the last 40 years.
Mitigation Plan Modification Requests:
RS requests the IRT to consider modifying the approved Mitigation Plan with the following:
1. Modify the conservation easement acreage from 125.73 to 125.74, which is the acreage in the surveyed
map of record.
2. Increase potential Site credits by a total of 0.786 WMUs with regards to the proposed adjustments to the
wetland creation and re-establishment assets.
3. Relocate groundwater gauge 57 from the upland area to a reference wetland in Merchants Millpond State
Park.

Pierce Terrace Mitigation Site — Mitigation Plan Modification Request
June 30, 2023
Page 3
Please let me know if you have any questions or if I can provide any additional information.
Sincerely,
,A/V�
Alex Baldwin
Restoration Systems, LLC
Attachments:
- Map of Record
- MYO/Baseline Report - Project Mitigation Quantities and Credits Table
- Sheet AB-03 — Proposed Credit Adjustments
- Figure 2 — Proposed Reference Groundwater Gauge

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DEED REFERENCE(S):
BEING A PORTION OF THE PROPERTIES
RECORDED IN D.B. 286, PG. 306 AND D.8. 139
PG. 610 OF THE GATES COUNTY REGISTER
OF DEEDS,
MAP REFERENCE(S):
P.B. 3, PG. 37
P.C. 2, SL. 145, FLAT 6
CERTIFICATION OF EXEMPTION:
I (We) hereby certify that I am (We are) the Owner(s) ofthe properties shown and described hereon,
which was conveyed to me (us) by deeds recorded In Deed Book 286, Page 306 and D.B. 139, PG. 610,
and that we hereby adopt the plan of conservation easement shown on this plat and that the
conservation easement shown is an exception to the Subdivision Ordinance of Gates County, North
Carolina.
// I:/'21110 M.yw.1�[M,eh�
Date S�s,'LLC
"-'$ 0 ��D m c.,Jw,-Iti/R___ �.b,,-gyp I�,eyc��r.rkev
ate Helen ofi Pierce, widow, by and through her��-
agent/attorney-in-fact Kirby Lynn Pierce Parker -
•North Carolina. Durable Power ofAttomey recorded in
Deed Book 346, Page 788, Gates County Registry
CERTIFICATION OF EXEMPTION:
This plat is not subject to subdivision approval by virtue of Conservation Easement, exemption of a
partition of land from the definition of "subdivision" shall not exempt any resulting lots, tracts, or parcels of
land from meeting the requirements of any other applicable ordinance(s).
Ztsza�cndmlnls�tratcr�--
STATE
Date Sub OF NORTH CAROLINA
COUNTY OF GATES
Filed for registration at M. , 2020 in the Register of Deeds
Office. Recorded in P.B. , PG .
Register of Deeds By
STATE OF NORTH CAROLINA
i�bhfhis
UNTY OF GATES
Review Officer of Gates County, certify that the map or plat to
certification is affix meets all statutory requirements for recording.
Da e O Review ORlcer
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 (other than those shown).
I certify that the survey is of another category such as the recombination of existing parcels, a
court -ordered survey, or other exception to the definition of subdivision (conservation easement).
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 boundaries not surveyed are clearly indicated as drawn from information found in Book_
page_; that the ratio of precision or positional accuracy as calculated is 1 /10,000+; that this plat
was prepared in accordance with G.S. 47.30 as amended. Witness my original signature, license
number and seal this 3rd day of November, A.D., 2020.
SEAL P
apeoa8d�6
oemsl,�� CAVA ��.-
• L-4 .4
A,.fe.KILand Surveyor License Number
.
A
'�SURV�••Q4;"`
/YL EY w0
' rrfrlrss se+'1�` Al"%Sl
CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
O7 THRU 20
No. 5 REBAR FLUSH WITH GRADE WITH AN
ALUMINUM 3 114" CAP INSCRIBED: "STATE OF
NORTH CAROLINA CONSERVATION EASEMENT"
21
4.0" O.D. IRON PIPE 0.2' BELOW GRADE
No. 5 REBAR FLUSH WITH GRADE WITH AN
O
ALUMINUM 3 1/4" CAP INSCRIBED: "STATE OF
NORTH CAROLINA CONSERVATION EASEMENT"
23
2.0" O.D. IRON STAKE, BENT IN BANK OF DITCH
1.V ABOVE GRADE
No. 5 REBAR FLUSH WITH GRADE WITH AN
24
ALUMINUM 3 1/4" CAP INSCRIBED: "STATE OF
NORTH CAROLINA CONSERVATION EASEMENT"
25 THRU 26
IRON STAKE WITH ORANGE CAP INSCRIBED:
"TRUE LINE SURVEYING"
27 THRU 49
No, 5 REBAR FLUSH WITH GRADE WITH AN
ALUMINUM 3 114" CAP INSCRIBED: "STATE OF
NORTH CAROLINA CONSERVATION EASEMENT"
50
IRON STAKE WITH ORANGE CAP INSCRIBED:
"TRUE LINE SURVEYING"
51
No. 4 REBAR 0.1' BELOW GRADE
52
IRON STAKE WITH ORANGE CAP INSCRIBED:
"TRUE LINE SURVEYING"
53
No. 4 REBAR ONBELOW GRADE
54
IRON STAKE SET AT BASE OF No. 4 REBAR, BENT
@ THRU 58
IRON STAKE WITH ORANGE CAP INSCRIBED:
"TRUE LINE SURVEYING"
59
No. 4 REBAR ON BELOW GRADE
60
IRON STAKE WITH ORANGE CAP INSCRIBED:
"TRUE LINE SURVEYING" 0.1'A13OVE GRADE
fit
No. 4 REBAR FLUSH WITH GRADE
62
IRON STAKE (RAILROAD RAIL), BENT, FLUSH
W TH GRADE
63 THRU 7q
No. 5 REBAR FLUSH WITH GRADE IN
CENTERLINE OF SOIL ROAD
ACCESS EASEMENT
NEW 20' WIDE NONEXCLUSIVE ACCESS
EASEMENT FOR INGRESS, EGRESS 8
REGRESS TO BE CONVEYED TO THE STATE
OF NORTH CAROLINA (AREA = 1.20 ACRES±
BY COORDINATE COMPUTATION) (ACCESS
EASEMENT RUNS ALONG CENTERLINE OF
SOIL ROAD)
INSET"A"
50 25' 0 30•
GRAPHIC SCALE 1 " = 50'
RESTORATION
SYSTEMS, LLC
1101 HAYNES STREET
SUITE 211
RALEIGH, NO 27604
LOCAUZED PROJECT COORDINATES
ALONG CONSERVATION EASEMENTS
Point
Northin
Easting
1
983572.6042
2689903.1842
2
985201.2832
2690334.6309
3
985233.9856
2690886.9212
4
984107.6717
2691109.1387
5
984068.3397
2691019.8123
6
983730.71fi7
2689948.5006
7
985119.0068
2690313.4451
8
984248.8195
2691081.3188
9
984170.4773
2691096.7687
10
984136.690D
2691103.4233
11
98409M3848
2691243.7216
12
983738.8114
2690964.7997
13
eB3647.8650
2690873.0683
14
983585.4863
2690769.8461
15
963552.1640
2590668.4080
16
473.4621
21590241.3716
17
420.9541
2689939.4959
18
2689736.8252
78
P983374.7733
325.0567
26895479732
20
276.2727
26893917637
21
541.8473
268922345900
22
414.0356
268977843230
23
268.2801
2690410A420
24
985358.6042
2681884.2969
25
985379.9294
2692232.2696
26
985355.0576
2692303.3043
27
98535G.3823
69
22311. 4411
28
985326.7430
2692268,8395
29
985266.8620
2692 888,9419
30
98$203.1690
2592126.5675
31
984115.4204
2691263.5a40
32
986169.9816
2690278.4136
33
986157.406G
2690568.8491
34
986199.2290
2690574.7080
35
986199.6297
2690616.1316
36
886210.3588
2691725.1289
37
886101.3555
2691823.2248
38
985400.7012
2691880.8355
39
985279.1536
2692367,9035
40
985251.9580
2692380.5683
41
805275.3923
2692430.8895
42
985299.1301
2692518.3747
43
985308.5773
2692609.1684
44
985316.7108
2692764.5841
45
984283.9337
2692755.8267
46
UB4244.5229
2681480.9732
47
985143,5534
2692194.1548
48
885198.9726
2682248.4267
49
985251.1618
2692318.0612
FEMA FLOOD STATEMENT.,
THE AREA REPRESENTED BY THIS PLAT IS NOT LOCATED
IN A FLOOD HAZARD BOUNDARY ACCORDING TO FEMA
MAP NUMBER(S) 3720699800J, ZONE(S) X, DATED: JULY
20, 2009.
GENERAL NOTES:
NO HORIZONTAL CONTROL EXISTS
WITHIN 2000 FEET.
NOTE: NO ABSTRACT OF TITLE, NOR
TITLE COMMITMENT, OR 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.
ALL DISTANCES SHOWN ARE
HORIZONTAL GROUND DISTANCES.
COORDINATES SHOWN ARE BASED
ON LOCALIZED GROUND DISTANCES
OTHER THAN ISS 10
SEE DATUM DESCRIPTION.
LEGEND:
ISS - IRON STAKE SET
ECM - EXISTING CONCRETE MARKER
EIP - EXISTING IRON PIPE
EN - EXISTING NAIL
MNS - MAG NAIL SET
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
EIB - EXISTING IRON BAR
PPS - PUMP PIPE SET
NMC - NON-MONUMENTED CORNER
RIW - RIGHT OF WAY
EDP - EDGE OF PAVEMENT
E/B- EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.B. - PLAT BOOK
D.B. - DEED BOOK
PG. - PAGE
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
RCP - REINFORCED CORRUGATED PIPE
O NON-MONUMENTED CORNER
No. 5 REBAR FLUSH WITH GRADE WITH
AN ALUMINUM 31/4"CAP INSCRIBED:
STATE OF NORTH CAROLINA
CONSERVATION EASEMENT"
CONSERVATION EASEMENT LINE
- - - - - TIE DOWN LINE
_ RIGHT OF WAY LINE OR
ADJOINER LINE
-- - -- EASEMENT LINE
UTILITY LINE
DITCH
--------- JURISDICTIONAL DITCH
CONSERVATION EASEMENT
ACREAGE DATA:
CONSERVATION
S 8 M FARMS, LLC
EASEMENTAREA I
D.B. 286, PG. 306
68.69 ACRES±
68.69 ACRES±
PIN 6998127746000
CONSERVATION
PIERCE TRACT
EASEMENT AREA 2
O.B. 139, PG. 610
36.90 ACRES±
PIN 6998161267000
57.GSACRES±
CONSERVATION
PIERCE TRACT
EASEMENTAREA3
D.B. 139, PG. 610
20.15 ACRES±
PIN 6998161287000
TOTAL CONSERVATION EASEMENT EXCLUDING THE
WETLAND'S RESTORATION AREA, ALL ACCESS
EASEMENTS AND ROAD RAN BY COORDINATE
125.74 ACRES±
COMPUTATION
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PLAT IS BASED
ON NORTH CAROLINA STATE PLANE COORDINATES ESTABLISHED BY USING
THE ONLINE POSITIONING USER SERVICE (OPUS) PROVIDED BY THE NATIONAL
GEODETIC SURVEY.
EIS IS NO GRID COORDINATES NAD 83 (2011)
N=985,370.9722'
E=2,691,928.2710'
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PLAT IS 0.99994318
(GROUND TO GRID). THE N.C. LAMBERT GRID BEARING AND LOCALIZED
HORIZONTAL GROUND DISTANCE FROM EIS 101 TO EIS 24
IS S 74"17'28" W 45.68 FEET.
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES.
GEOID-20128 CONUS
GNSS RECEIVER - TOPCON HIPER V WITH MINIMUM TIME OF
2+ HOURS COMPLETED ON 05/08/20
THE FOLLOWING BASE STATIONS WERE USED:
PID rN
SIGNATION LATITUDE m LONGITUDE m
DF5272 Y2 LOYOLA 2 COOP COBS ARP N3fi4550.431 W0761416.OfiB
DLI888 YZ LOYOLA 2 C.R. ARP N365148.919 W0763424.808
DK7747 CR CRESWELL C0RS ARP N355456.930 W0762825.291
SHEET 1 OF 2
CONSERVATION EASEMENT FOR THE STATE OF NORTH
CAROLINA DIVISION OF MITIGATION SERVICES
OVER A PORTION OF THE LANDS OF S & M FARMS, LLC
CURRENT OWNERS PER D.B. 286, PG. 306
(PIN 6998127746000) AND OVER A PORTION OF THE LANDS OF
J.S. PIERCE, JR. (DECEASED) AND WIFE, HELEN H. PIERCE
PER D.B. 139, PG. 610 (PIN 6998161267000)
DMS PROJECT ID# 100139
SPO NUMBERS 37-AE AND 37-AF
PIERCE TERRACE
HUNTERS MILL TOWNSHIP GATES COUNTY NORTH CAROLINA
(THE FIELD SURVEY TOOK PLACE DURING AUGUST& SEPTEMBER 2020)
200 /00 0 200 400 600
GRAPHIC SCALE I" = 200'

r
LEGEND`
NOTE:
ISS -IRON STAKE SET
ECM - EXISTING CONCRETE MARKER
EIP- EXISTING IRON PIPE
ALL INTERNAL DITCHES WILL
EN - EXISTING NAIL
MNS-MAG NAIL SET
BE REMOVED OR PLUGGED
EIS - EXISTING IRON STAKE
EPP - EXISTING PUMP PIPE
EIB - EXISTING IRON BAR
PPS - PUMP PIPE SET
NMC - NON-MONUMENTED CORNER
RAN - RIGHT OF WAY
EDP - EDGE OF PAVEMENT
E/B - EASEMENT BOUNDARY
CL - CENTERLINE
UP - UTILITY POLE
P.B. - PLAT BOOK
D.B. - DEED BOOK
PG. - PAGE
CMP - CORRUGATED METAL PIPE
PIERCE
O NON-MONUMENTED CORNER
D.B. 139, PG. 610
No. S REBAR FLUSH WITH GRADE WITH
AN ALUMINUM 3 1/4" CAP INSCRIBED:
"STATE OF NORTH CAROLINA
CONSERVATION EASEMENT"
CONSERVATION EASEMENT LINE
— — — — — TIE DOWN LINE )
RIGHT OF WAY LINE OR
LINE
— — — EASEMENN T LINE
EASEMENT
/
UTILITY LINE
❑®
S48'31'55"W
101.17
(TIE DOWN)
N14'2623"E
84.96' _-•�-
60
m
L21
L6
39 7
L20
PIERCE
L66 - D.B. 139, PG. 610 73 L65 72
L64
STATE OF NORTH CAROLINA
ISS 'ISS
COUNTY OF GATES
,5[T9
ISS 7i
\
L63
Iss @
Filed for registration at M.
, 2020 in the Register 0f Deeds
L22
L62
\�
3s
ISS 09
Office. Recorded in P.B. , PG
L67
ISS 66
37
x
/
/
/
Register of Deeds By
C
zl
L60 ACCESS EASEMENT
O
NEW 20' WIDE NON-EXCLUSIVE ACCESS
1 C
EASEMENT FOR INGRESS, EGRESS 8
w o
REGRESS TO BE CONVEYED TO THE STATE
Ci1
OF NORTH CAROLINA (AREA= 1.20 ACRES±
;? I ly�
BY COORDINATE COMPUTATION) (ACCESS
CONSERVATION DITCH DITCH___
I ttr'ailJa�
EASEMENT RUNS ALONG CENTERLINE OF
SOIL ROAD)
___JURISDICTIONAL
EASEMENT AREA
N
,.
36.90 ACRES*
/'
r�1
PIERCE
D.B. 139, PG. 610
p
(�
c�
_
yyy
L59 INSET "A"
SEE SHEET
2VELECTRIC
— —
1 OF 2
AND POWER POWER COMPANY
ISS / "�
RIGHT OF WAY
L68
LSB / 64 ISS L3
L55 I
D.B. 214. PG. 645
3e
ISS 66 16ISS 27
L57 EIS 62
- RrW
L25
r � - L56
83 . ;_;
.. EOP
... a,. EDP
N85'2V35"E
24
25 IS
ISS L1 @ EIS LS3 w,6`L --
L30
DITCH 1476.62'
S741T28V11
L4 L29—"
tot 29 Vh , .;_3B �2E, },�-,.�..�
44 Q
O
45.fi8'
(11E DOWM
29 �h/ EIs � 42 43
„/vz, 61 4t
(Zj
r-'
NC GRID DODRDINPTE
N=865 370.9727
30 V6 �<P/ :1 40 _h 48 L27
O
E=2,89'(,928.2710'
l36 L26
O
ISS, REFERENCE POINT ONLY
EIS
EIS/
/ 5B
CONSERVATION (SUITABLE FOR GNSS OBSERVATION)
/ 47
EASEMENT AREA 1
"_'
68.69 ACRES*
(EXCLUDING THE WETLAND'S
RESTORATION AREAAND STATE OF
/
p NORTH CAROLINA 3Y ACCESS EASEMENT)
DITCH
O
Z THERE EXISTA
CENTERLINE OF THREE
/
POSSIBLE CABLE LINES
As MARKED BY CENTURY
/
CONSERVATION
EASEMENT AREA 3
PIERCE
'1 D.B. 139, PG. 610
APPROXIMATELY 4'FROM
/ ,"'
20.15 ACRES*
EDGE OF PAVEMENT
x
(NOT SHOWN FOR CLARITY)
DITCH
O
f / f CONSERVATION 538'2538"IAI
EASEMENT AREA 1 1375.92'
68.69 ACRES* (TIE DOWN)
RESTORATION AREAAND STAEXCLUDING THE DTE OF AREA IN /
EXISTING 6' UTILITY EASEMENT
NORTH CAROLINA 39 ACCESS EASEMENT) WETLANDS RESTORATION / ,._( TO BE DELETED (SEE P.B. 3,
P.B. 3, PG. 37-1 / /� UTILITIES BE
RELOCATED OUTSIDE
/ / EASEMENT OF RVATION
STATE OF NORTH
CAROLINA 39 ACCESS /
EASEMENT /
P.B. 3, PG. 37-1 /
S71'08'32"E O
7
S1
1
'08`32`32"E
34.44' (TIE DOWN)
Stt'0V32"E
zs.se'
�` S66°74'079-
97.60'
D.B. 336, PG. S66'03'39"W 538'246' SrII / y
461.S
1221.72' (TIE DOWN) G'<
O�tCN 9" / ;
EXISTING 6'UTILITY EASEMENT //' 5�0�
© PG. 37-11) UTILITIES TO BE DELETED TO BE 3, 72 /
N15'SB'34"E / S� OFLCONSERVATION
OUTSIDEOCATED sle
164.48' // EASEMENT t3.
U
®1111.10 Im ■
S79'3S23'VV
436.41'
U15 .a-�,.�
,EIS ,.
52 -"'�-
BURIED
S80'OB'OS"W
305.78' ITE DOWN)
N04'14'42"W 20
'G „� EIS
MEDOWN)
3WN)
51
57T09'49CPP"W
S & M FARMS, LLC
MEDOWN) EIS.
N75°1604"E
206.59'
D.B. 286, PG. 306
aN1�� s6
gE0
N72'39'23"E
169.95'
194.11'
MEDOWN)
(11EDOWN)
�N
BURIED MEDOWN)
RCP
ISS N45'1
14 / 1)34.54'
) L10 / 57 (I1E DOWN)
" EIS"' NS8'61'17"E
4 E 5 56 127.59'
.155= (TIEDOWN)
N71°48'S3"E
1112.21'
5"RCP
MEDOWN)
CENTERLINE OF THREE
POSSIBLE CABLE LINES
AS MARKED BY CENTURY
LINK
l32
// 46 DITCH ALONG THIS 1
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SHEET 2 OF 2
CONSERVATION EASEMENT FOR THE STATE OF NORTH
CAROLINA DIVISION OF MITIGATION SERVICES
om OVER A PORTION OF THE LANDS OF S & M FARMS, LLC
a7o
ZZ CURRENT OWNERS PER D.B. 286, PG. 306
(PIN 6998127746000) AND OVER A PORTION OF THE LANDS OF
J.S. PIERCE, JR. (DECEASED) AND WIFE, HELEN H. PIERCE
PER D.B. 139, PG. 610 (PIN 6998161267000)
° DMS PROJECT ID# 100139
SPO NUMBERS 37-AE AND 37-AF
PIERCE TERRACE
HUNTERS MILL TOWNSHIP GATES COUNTY NORTH CAROLINA
(THE FIELD SURVEY TOOK PLACE DURING AUGUST 8. SEPTEMBER 2020)
200 100 0 200 400 600
GRAPHIC SCALE 1 " = 200'

Table 1. Pierce Terrace Mitigation Site (ID-100139) Project Mitigation Quantities and Credits
Original
Mitigation
Original
Original
Original
Plan
Mitigation
Restoration
Mitigation
lent
Ft/Ac
Category
Level
Ratio (X:1)
Credits
Re-
86.
NR
Ett11.0000007
86.706
Re-
N
REE
19.805
Creation_3
5.670
NR
C
3.00000
1.890
Total:
108.401
Dmi—t frorlirc
Restoration Level
Stream
Riparian
Non -Rip
Coastal
Warm
Cool
Cold
Wetland
Wetland
Marsh
Restoration
0.000
0.000
0.000
Re-establishment
0.000
106.511
0.000
Rehabilitation
0.000
0.000
0.000
Enhancement
0.000
0.000
0.000
Enhancement
Enhancement II
Creation
0.000
1.890
0.000
Preservation
0.000
0.000
Totals 0.000 0.000
Total Wetland Credit 108.401
Wetland Mitigation Category
CM Coastal Marsh
R Riparian
NR Non -Riparian
0.000 0.000 108.401 0.000
Restoration Level
P
Preservation
E
Wetland Enhancement
Ell
Stream Enhancement ll
El
Stream Enhancement
C
Wetland Creation
RH
Wetland Rehabilitation
REE
Wetland Re-establishment
R
Restoration
Table 2. Proiect Activitv and Reporting History
[Activity or Deliverable
Data Collection
Complete
Completion
or Delivery
Technical Proposal (RFP No. 16-007907)
August 13, 2019
August 13, 2019
Institution Date (NCDMS Contract No. 7907-01)
--
November 12, 2019
Post Contract IRT Site Visit
-
February 10, 2020
Mitigation Plan
November 2020
May 2022
Construction Plans
-
May 2022
Easement Acquisition
November 2020
November 2020
Mitigation Plan (Project No. 100139) page 3
Pierce Terrace Wetland Restoration Site Restoration Systems, LLC
Gates County, North Carolina May 2022

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Axiom Enwonwnial, Inc.
Prepared for:
Project:
\ PIERCE TERRACE
WETLAND
• MITIGATION
SITE
Legend
r� Conservation Easement = 125.7 acres
Proposed Reference Gauge
Gates County, NC
Title:
PROPOSED
REFERENCE
GAUGE
LOCATION
Drawn by:
BEF
Date:
JUNE 2023
Scale:
1:12,000
Project No.:
22-037
FIGURE
2