20010382 Ver 1_Monitoring Plan_20090415 (225)

Stream Restoration
As-built Report
"The Villiages at Reedy Fork"
Stream Mitigation Site
UT to Reedy Fork
Greensboro, NC
(NC-DWQ #010382)
January 2005
HARP, Inc.
P.O. Box 955, Newell, NC
tiAn3 ^z

:,:R-W UC,0-',i_ii
Table of Contents
Page
Section 1. Site Background Information 2
A. Site Location 2
B. Summary of Stream Restoration 2
a. Restoration Goals and Objectives 2
b. Restoration Schedule 2
c. Monitoring Program 4
Section 2. Preconstruction macroinvertibrate data 5/App. 2
Section 3. As-built Information 5
A. Planform Map with Cross Section & Photostation Locations App. 3A.
B. Photostation Photos App. 3B.
C. Cross Sections App. 3C.
D. Cross Section Tables App. 3D.
E. Longitudinal Profile App. 3E.
F. Logitudinal Profile Tables App. 3F.
G. Copy of Conservation Easement App. 3G.
H. Table of As Built Fluvial Morphologic Parameters p. 6
Section 4. Annual Monitoring Reports (to be completed as per requirements outlined in
Section l.B.c.)
a. Photostation Photos
b. Cross Sections
c. Cross Section Tables
d. Longitudinal Profile
e. Logitudinal Profile Tables
f. Plant Monitoring Data Tables
g. Macroinvertibrate data
h. Other observations
i. Summary & recommendations
p. 1
Section 1. Site Background Information
A. Site Location
This project is for mitigation of stream impacts being incurred on a mixed-use
development site referred to as the "Villages at Reedy Fork", northeast of Greensboro,
N.C. just east of the Eckerson Road exit on US Hwy 29. At this site approximately 1430
feet of a channelized tributary (Rosgen G-type) to Reedy Fork Creek (within the Haw
River Basin, USGS unit 403030002) will be restored with new planform, dimension,
profile, and conservation buffers. Reedy Fork Creek, USGS HUC# 03030002, drains
approximately the northern 1/2 of Guilford County within the North Carolina Piedmont
Province. In this area Reedy Fork and its tributaries have a west to east drainage, before
entering the Haw River and trending southeast towards the N.C. coast. This area of the
Haw River drainage has been ranked by the EPA as high quality waters but with high
vunerability. The greater majority of reporting water quality sampling sites in the basin
show that the creeks within basin are performing for their designated uses. The
restoration will recover approximately 1800 linear feet of an E/C Rosgen-type stream.
Figure 1. shows the location of the impacted reach and its contributing watershed.
B. Summary of Stream Mitigation/Restoration Activities
a. Restoration Goals. The restoration plan submitted in 2001 clearly documented
that the impaired reach had previously been channelized. and with the exception of a
narrow fringe of trees and shrubs along the banks, lacked a hardwood bottomland riparian
habitat within the majority of its adjacent 100 year floodplain. The goals of this
restoration are to recapture natural channel, aquatic habitat and riparian characteristics
along a 1430 long reach (1820 ft restored) of the un-named tributary to Reedy Fork that
is identified in Figure 1. The restoration is to restore pattern, dimension and profile to
natural North Carolina regime and reference reach conditions. Many areas of the
channelized reach were noted as unstable and eroding when surveyed in the fall of 2000
and spring of 2001. The restoration aims to stabilize channel banks, and restore aquatic
and riparian habitat. It includes a permanent easement for a 50 ft conservation buffer to
both sides of the stream (measured from the bankfull edge).
b. Restoration Schedule: The initial restoration plan was submitted in the
summer of 2001, and amended to meet comments in the fall of 2001. Weather and DOT
disturbances related to bridge work and road widenings forced the postphonement of
project implementation for a 2-3 year period. The restoration plan was finally
implemented from late October of 2004 to late January of 2005. Documentation of as-
built conditions started in November of 2004 and was completed in January of 2005.
p. 2

Figure 1. Location of stream restoration/mitigation site, NE of Greensboro, UT to Reedy
Fork, Haw River Basin. Take Summit Road Exit off of Hwy. 29N to Eckerson Road,
First culvert crossing is upstream termination of the 1820' restoration reach.
p. 3
Pmkd$omT9!'0102001 Hatimul4eopephsfloY?BtwomropawW
HARP Vitlages at Reedy Fork USGS 7.5 min. Topographic Map
Stream mitigation Study w/proposed Mitigation Site along Un•aamed ?a?caary
Tributary to Reedy Fork 2004
c. Monitoring Protocol: The monitoring of the site is composed of 3
components. These are physical stream morphology, aquatic macroinvertibrate
populations, and plant communities (banks and over-bank conservation buffer areas).
The monitoring occurs at various stages in the planning. implementation, and post
implementation phases of the xork. First, prior to any field mitigation, engineering plans
were reviewed for consistency with the mitigation objectives set forth in the restoration
plan. Secondly, during the mitigation work, a schedule was established for field
verification to assure that the work is proceeding as planned, and in a manner which
provides minimal disturbance, and maximum conservation of existing stream bed habitat.
Third, a performanced-based monitoring program starts after the project is completed,
and continues for 5 years.
Performance-based monitoring of the physical morphology of the stream is
composed of two aspects. The first is a visual qualitative program designed to detect and
anticipate potential areas of stream bank or bed failure. These are walk throughs to check
bed, bank, and buffer areas for physical and biological integrity, and allow problems to
be detected and fixed in a timely manner. The second component is a quantitative
program of stream morphology assessments that document that the restoration is
achieving it's stated goals. Stream pattern, dimension, and longitudinal profile data are to
be collected and compared over time to demonstrate the success of the stream mitigation
work. The quantitative assessments shall occur during the 1", 3rd, and 5°i year of the 5
year period following completion of the work. Reports shall be submitted at the end of
each of the years of quantitative monitoring. The physical monitoring shall also include
documentation of bed grain size data, using the appropriate methodologies for mean bed
particle sizes (e.g. Pebble counts for beds that are gravel/cobble based, and sieve analysis
for sand and finer reaches).
Macroinvertibrate sampling will follow the direction of the INTERIM,
INTERNAL TECHNICAL GUIDE SUMMARY BENTHIC MACROINVERTEB RATE
MONITORING PROTOCOLS FOR COMPENSATORY STREAM RESTORATION
PROJECTS dated 10 May. 2000.
• The monitoring plan will include data collected from a station above and
within the restoration reach. Data will be collected within the relocated or
restored channel during all subsequent surveys Data collected prior to
construction was included in the initial Stream Restoration Report. Benthic
macroinvertebrate surveys will be conducted for three years after restoration
excluding the year immediately following restoration. Benthic
macroinvertebrate samples will be collected during the summer months (June-
September).
• Sample collection will follow protocols established by the Biological
Assessment Unit of the Division of Water Quality as found in the Standard
Operating Procedures for the Unit. The Qual-4 collection method will be used
to collect samples from this stream.
• NC certified biological laboratories pursuant to administrative code 15 NCAC
2H.1100 shall conduct the identification of all Benthic macroinvertebrate
samples.
p. 4
• Data analysis and choice of metrics will be consistent with protocols
developed by the Biological Assessment Unit of the Division of Water
Quality. These protocols are described in the Standard Operating Procedures
manual for the Unit.
• Reports summarizing survey results will be submitted to the Division of
Water Quality /Wetlands Unit within 60 days following survey completion.
• An assessment of channel materials using pebble count information will be
conducted at each of the biological monitoring locations and included in the
report.
The exclusion of the first year after completion of the restoration activities from
macroinvertibrate monitoring, dictates that the physical and macroinvertibrate monitoring
for the first two years of the project be implemented separately. The first physical
monitoring shall be completed prior to the one year anniversary of the project (end of
January of 2006), but the first of the three annual cycles of of macro inverti brate
monitoring shall not commence until] the summer of 2006. The macroinvertibrate
monitoring is not stipulated to be for 3 successive years, thus the 2"d and 3rd
macroinvertibrate monitoring events can occur during the 3rd and 5°i year.
The quantitiative monitoring of the plant communities shall be done during the
same annual cycle as the physical monitoring (151 3rd and 5`" years). For bank areas
three bank monitoring plots of 50 foot lengths shall be used to determine overall
survivorship. For the over-bank conservation easement, three monitoring plots running
for 100' section along the restoration shall be used to determine survivorship of the on a
species by species basis. V Iiere appropriate `volunteer' data shall be included to
accurately represent the evolution and establishment of the bottomland floodplain plant
community.
Section 3. Preconstruction Macroinvertibrate Data
Section 3. As-built Information
The as built information consists of the following listed components which have
been appended and labeled by report section number and subsection letter (e.g. Sec. 3,
Part A. The Planform Map.... is Appendix 3.A.):
A. The Planform Map showing Locations of Cross Sections & Photostations
Appendix 3.A.
B. Photos from Photostations
Appendix 3.13.
B. Plot of Cross Sections
Appendix 3.C.
D. Cross Section Tables
Appendix 3.D.
E. Plot of Longitudinal Profile
Appendix 3.E.
F. Logitudinal Profile "fables
p. 5
Appendix 3.F.
G. Copy of final conservation easement
Appendix 3.G.
H. Table of As Built Fluvial Geomorphic Parameters
Table 1. Stream Morphologic Parameters
Parameter Reference Reach Corrected
Reference
Reach I Impaired Reach As-Built Restored
Reach
Sinuosity (a) 1.313 1.1 1.3
Pool/Riffle Ratio 1.51 1.3
Average Pool Spacing (ft) 23 ft 27 ft 28 ft
Meander Wavelength (ft, b) 89 ft 160 ft 60 125 -165 ft
Avg. Meander Belt Width 43.87 ft 70 <50 70 ft
Bankfull Height (ft) 1.6 ft 2.24 ft 2.5 ft 2.24 ft
Bankfull width (ft, c) 12 ft 16.75 ft 14 ft 19 ft
Bankfull Area (sq ft) 15.9 sq ft 31 sq ft 31 sq ft 31 sq ft
Average Bankfull Depth (ft, d) 1.325 ft 1.85 ft 2.2 ft 1.85 ft
Flood Prone Width (ft,e) 40.6 ft 56 ft 19.9 ft >= 56 ft
Entrenchment Ratio (f) 3.38 1.42 3.38
Width/Depth Ratio 9.05 6.36 9.05
Predominant Stream Type (g) C/E 4/5 E/G 4/5 C/E 4/5
POOLS D50084 (h) 2,2 mm/11.6 mm .85mm/1.5mm ?t,Otnm/ ;5triXt
RIFFLES D50/D84 (h) 6.8 MM/ 13.1 mm 6.5mm/17mm 6 8iptY 1.3 IITI
POINT BAR D50/D84(h) .76 mm/4 mm NA 't'76. mml4 fYUn
RIFFLE ARMOUR D50/D84(cm) 2,72cm/6cm 7cm/12cm 10cm/1 5cm
valley Grade 0.01 0.0099 0.0099
Stream Grade 0.0077 0.009 0.0076
Riffle Grade 0.016 NA 0.016
Pool Grade <0.003 NA <.003
(a) sinuosity is the ration of the channel length over the valley length
(b) meander wavelength is the average separation of the channel inflection points
(c) bankfull width is measured at the height of'bankfull' or channel forming stage level
(d) average channel depth below the bankfull stage
(e) width of the channel at a height of 2x bankfull stage height
(f) ratio of the tloodprone width to channel width
(g) stream class using Rosgen, D.L. A Classification of Natural Rivers, Catena, Vol. 22, 169-199, Elsevier Sci.,
B.V. Amsterdam
(h) 50% finer by weight grain size (mm)
(1) parameters adjusted for differences in the impaired watershed size using NC Piedmont regime data and
observed impaired reach bank-full area.
these grain sizes distributions will be under adjustment for the first year following construction
p. 6
Section 4. Annual Monitoring Reports (to be completed as per requirements
outlined in Section 1.B.c.)
A. Annual Monitoring - 2005
a. Photostation Photos
b. Cross Sections
c. Cross Section Tables
d. Longitudinal Profile
e. Logitudinal Profile Tables
f. Plant Monitoring Data Tables
g. Summary of Storm Flow (e.g. bankful events)
h. Other observations (e.g. eonservation buffer compliance)
i. Summary & recommendations
p. 7
Appendix 2
Preconstruction Macroinvertebrate Data
Reedy Fork Macroinvertebrate Pre-construction Survey
June 2001
As part of the pre-construction monitoring and baseline data compilation for the Reedy
Fork Stream Restoration and Mitigation Project, Macroinvertebrate samples were
collected from a reference reach as well as an impaired reach. The reference reach is the
same stream that will be used to provide reference geomorphology parameters for the
stream restoration design. The impaired reach is the same reach that has been identified
for restoration during the project. The streams were sampled on June 26, 2001 by Chris
Matthews (HDR) and Jim Matthews (HARP).
The DWQ protocols for processing benthic macroinvertebrate samples are discussed in
the STANDARD OPERATING PROCEDURES manual (NCEHNR 1997) and in the
INTERIM, INTERNAL TECHNICAL GUIDE BENTHIC MACROINVERTEBRATE
MONITORING PROTOCOLS FOR COMPENSATORY STREAM RESTORATION
PROJECTS prepared by the North Carolina Division of Water Quality 401/Wetlands
Unit (NCEHNR 2001). Since these tributaries to Reedy Fork are 2nd order streams, an
approved collection method for smaller streams, known as the Qual-4, was used.
Qual-4 collection methods are recommended for small streams, which have catchments
of one square mile, or less (1st and 2nd order streams). All taxa are collected and
identified, rather than just Ephemeroptera, Plecoptera and Trichoptera (EPT) taxa, during
this type of survey. The primary output for this sampling method is a taxa list with an
indication of relative abundance (Rare, Common, Abundant) for each taxon. The
calculation of metrics from a Qual-4 method is similar to those conducted for a standard
qualitative collection method. These metrics include total and EPT taxa richness, EPT
abundance and biotic index values. Currently, DWQ does not have classification criteria
for small streams, therefore applicants are not required to calculate bioclas sifi cation
ratings of these stream systems (NCENHR, 2001).
Benthic macroinvertebrate samples are collected and preserved in the field. It is not
necessary to know the total number of organisms from a specific habitat type when
qualitative or semi-qualitative samples are collected. Specimens are "picked" from the
sample and preserved in 95% ethanol. The Qual-4 collection method takes approximately
one hour per site. Field processing samples in this fashion minimizes laboratory
processing.
The following table and graphs show the taxa collected, as well as, metrics for total and
EPT taxa richness, EPT abundance and biotic index values.
Order Family/Species Feeder
type Tolerance
value Reference Impaired
E hemero tera
Caenis spp. 3 7.41 Abundant
.Steno?tema spp. 3 Common Common
Potomanthus distinctus 3 1.53 Common
Odonata
Dromogomphus spp. 5 5.92 Common Rare
Aeshna spp. 5 6.00 Rare
Tricho tera
Hydropsyche betteni 2 7.78 Abundant Abundant
Neophylax oligiu.s 4 2.23 Abundant
Coleo tera
Celina spp. 5 8.04 Rare
Ectopria nervosa 4 4.16 Rare
Elnudae 4 Abundant Common
Di tera
Tipulidae 1 7.33 Rare Conunon
Cluronomidae 3 9.63 Rare Abundant

Other
PeleC oda Corbicula flu?ninea 2 6.12 Rare Common
Gastro oda Pultnonate snails Common Conunon
Hirudinea Leech 5 5.00 Rare
Deca oda Crayfish 6 Abundant Abundant
Feeder types: 0=herbivore, 1=shredder, 2=filter feeder, 3=collector, 4=scraper,
5=predator, 6=omnivore, 7=deposit feeder
Metrics
Metric Reference Reach Impaired Reach

Total Richness 13 - Fair 12 - Fair
EPT Taxa Richness 4 - Poor 3 - Poor
EPT Abundance 46% 37%
Biotic Index Value 5.97 = Good/Fair 7.37 = Fair
Appendix 3.A.
The Planform Map showing Locations of Cross Sections & Photostations
p. I
? r
r -
y 1 r _
r \ ? r - - -
\/-?\----- a----------
y _ •s. g O
\
` U
?\ O
N
a? \ ; O
y
o
L L
b
p? 6
\ ? a
O
O
\ L
-p a

c
6f ? \
CL \ \ \

7aj
1
C
v?•X
a. O E
?3
78
m >10
2 y
E ?
R Zia
a )
I;g ryry•• yy
W 3 ? O O
M
4
LLa
C'3
W
" I O °`t
O N
N O N
UO •-
? N
C w CC
a c
Y
2
Z
lC L ?
A
ft A O
a a a

C ? Vl
y

^
J ? ?' ?W EFStJ ? a/
ma
? `. n \ 2S SP 6
(^
y

_ 'rte,''`! . / , 5 0

F •

List of Photos
Photo 1. Photo station # 1. Lower Tie-in, looking downstream, Azimuth = 18 degrees
Photo 2. Photo station # 1. Looking upstream, Azimuth = 283 degrees ................................................ ............... 1
Photo 3. Photo station # 2. Looking downstream, Azimuth = 31 degrees ............................................. ............... 2
Photo 4. Photo station # 2. Looking upstream, Azimuth = 287 degrees ................................................ ............... 2
Photo 5. Photo station # 3. Looking downstream, Azimuth = 80 degrees ............................................. ............... 3
Photo 6. Photo station # 3. Looking upstream, Azimuth = 223 degrees ................................................ ............... 3
Photo 7. Photo station # 4. Looking downstream, Azimuth = 34 degrees ............................................. ............... 4
Photo 8. Photo station # 4. Looking upstream, Azimuth = 320 degrees ................................................ ............... 4
Photo 9. Photo station # 5. Looking downstream, Azimuth = 77 degrees ............................................. ............... 5
Photo 10 . Photo station # 5 . Upper Tie-in, looking upstream, Azimuth = 309 degrees ........................ ............... 5
Photo 11 . Photo station # 6 . Over-all view, looking downstream, from Reedy Fork Parkway, ............ ............... 6

q, g
y

Photo 2. Photo station # 1. Looking upstream, Azimuth = 283 degrees.
Photo 1. Photo station #1. Lower Tie-in, looking downstream, Azimuth = 18 degrees.

a
Photo 4. Photo station # 2. Looking upstream, Azimuth = 287 degrees.

Photo 3. Photo station # 2. Looking downstream, Azimuth = 31 degrees.

" a
2-
y
# s
IX
u

n
?

p 4
* j k ,. :.a= f
y
.?
q
S

v x
rate
,€=
f fl 4 a

,72
..•--Ec
+

Photo 6. Photo station # 3. Looking upstream, Azimuth = 223 degrees.
I
"u

Photo 9. Photo station # 4. Looking downstream, Azimuth = 34 degrees.

4
Photo 8. Photo station # 4. Looking upstream, Azimuth = 3^20 degrees.

r- °Z -'.- rte-' .

I -w
aey.,

C
WW"MW
am, Azimuth = 77 degrees.

r ?, €p
44-
.
• x,3 M .
s
WE-
r
. .' ,
Photo 10. Photo station # 5. Upper Tie-in, looking upstream, Azimuth = 309 degrees.

s
5

Photo 11. Photo station # 6. Over-all view, looking downstream, from Reedy Fork Parkway,
Junction 29 road sign.
6
Appendix 3.C.
Plot of Cross Sections
p. 3
C)
0
0
co
pp?
Vl+d
?m
coo
o?
C CO)
0
0
N
0
co OD I- r-
(g) U0118A813
0
0
00
C)
co
v6'
(.5
U)
0
0
N
N
U
cn 0
m 0
N
o ? r
0
l0
C
l0
0
U
N
7
N
cc
cc
-j N
o I d
CD
v
O
t/>
to N
O
L
V O
L a--+
O O
a-.+ O
C s
O
0
0 •5
a
Q

0
E (n
CD-
C)
C>
Co
Q ?
i
L° E
cv
0
N
O CD
0 LO 0 to O O !n O U') O
0) CD
0 (D co (D 0 tOD 0 CD CD
(4) UOREA813 (9) UORBA813
Ile
NI
it
z S
Q -r }
L
Z
S
cr, a
V. 0
3: <It I
LO
? o
°o
Y
r C)
r y N
t 3
C
l0
t
N
V
fu
i
i ?
to

)

> 'a
03
J

N
ao co O
V

V p

i -b-a
C Cn
0 o L
co co ±.+

Q

iFd U

C> C)

E cn
v, Q C
O O
N to
C:l
C

R
j E
cu
Q) Cn

O
N O
N
1
I
t
i
t

0)
CD h O
co co ti 1-
tD CD CD co O
0) to O I- O
O CAD O 0 O y {
Q 4
n
(11) UO!IBA813 (4) UOgBA813 Q

}W ,J
m yr (Q
Q N ?: C:
Appendix 3.D.
Cross Section Tables
p. 4
REEDY FORK
As-Built
Longitudinal Profile and Cross Sections
Cross Section Data - UT to Reedy Fork Restoration Site
John T. Soule, Steve Harville
17-18 May 2004
STA
BS(+)
HI
FS(-) Bed/Ground WATER Water
Notes/Comments
(ft) Elevation DEPTH Elevation
It ft ft ft ft ft
TBM # 16 8.21 1 684.57 7.69!, 676.31
John T. Soule, Steve Harville
Cross-Section # 1 (INFLECTION)
5-Nov-04
STA
(ft) BS(+)

ft HI

It FS(-)

ft Bed/Ground
Elevation
ft WATER
DEPTH
ft Water
Elevation
ft Notes/Comments

0+00 5.27', 679.30
10 5.601 678.97
20 5.57 679.00
30 5.62 678.95
40 5.47 679.10
46 5.43 679.14 To of Bank
49 6.52 678.05
52 7.49 677.08
54 8.27 676.30 0.00 676.30 Edge
57 8.35 67612 0.20 676.42
60 8.46 676.11 0.33 676.44
63 8.50 676.07 0.38 676.45
67 8.53 676.04 0.42 676.46
69.5 8.18 676.39 0.00 676.39 Edge
72 7.45 677.12
75 5.96 678.61
78 4.43 680.14
81 2.72 681.85 Top of Bank, END
TP # 17 4.27 683.57 5.27 679.30
TP # 18 4.53 682.76 5.34 678.23

X-SEC # 1 at Longitudinal Sta.15+57
684.57
Longitudinal at x-sec sta. 61
0+00 to 0+81 Azimuth = 136 degrees
REEDY FORK
As-Built
Longitudinal Profile and Cross Sections
John T. Soule, Steve Harville
Cross-Section # 2 ( MEANDER ), Curve # 8
5-Nov-04

0+00 3.98 678.78 Ground
10 5.05 677.71
20 5.31 677.45
30 5.27 677.49
40 5.29 677.47
49 5.28 677.48 To of Bank
52 6.18 676.58
55 7.16 675.60
58 8.03 674.73
59 8.26 674.50 0.00 674.50 E e of water
62 6.75 674.01 0.47 674.48
65 8.79 673.97 0.52 674.49
68 8.73 674.03 0.45 674.48
70.5 8.50 674.26 0.23 674.49
72 8.27 674.49 0.00 674.49 Edge of water
74 7.36 675.40
77 6.09 676.67
80 5.11 677.65 END
TP # 19 4.23 681.90 5.09 677.67
TP # 12 676.50 5.40 676.50 OUT -0.02 Wood Stake

X-SEC # 2 at Longitudinal Sta. 11+05
Longitudinal at x-sec sta. 64.3
0+00 to 0+80 Azimuth = 123 degrees
John T. Soule, Steve Harville
Cross-Section # 3 ( INFLECTION )
5-Nov-04
STA
(ft)
BS()
ft
HI
It
FS(-)
It Bed/Ground
Elevation
It WATER
DEPTH
It Water
Elevation
ft
Notes/Comments

TP # 12 5.56 682.08 676.52 Wood Stake
0+00 5.31 676.77 Ground
10 5.68 676.40
20 5.90 676.18
30 5.82 676.26
40 5.79 676.29
49 6.09 675.99 To of Bank
52 7.18 674.90
55 8.17 673.91
58 9.41 672.67 0.00 672.67 Edge of water
61 9.56 672.52 0.17 672.69
64 9.85 672.23 0.47 672.70
67 931 672.37 0.33 672.70
70.5 9.40 672.68 0.00 672.68 Edge of water
73 8.10 673.98
76 6.98 675.10
80 5.56 676.52 Top of Bank, END
TP # 12 676.52 5.56 676.52 OUT 0.00

X-SEC # 3 at Longitudinal Sta. 3+73
Longitudinal at x-sec sta. 63.7
0+00 to 0+80 Azimuth = 123 degrees
REEDY FORK
As-Guilt
Reedy Fork
As-built
John T. Soule
Cross-Section # 4 ( INFLECTION )
13-Jan-05
STA
(ft) BS(+)

ft HI

ft FS(-)

ft Bed/Ground
Elevation
ft WATER
DEPTH
It Water
Elevation
ft Notes/Comments
TP # 12 3 82 680.34 676 52 To of Wood Stake
0 2.61 677.73 To of # 4 Rebar, Ground level
10 2.97 677.37
20 3.24 677.10
30 3.44 676.90
40 3.20 677.14
50 3.24 677.10
60 3.35 676.99
70 120 677.14
74 3.44 676.90 To of Bank
76 4.23 676.11
78 5.08 675.26
80 5.98 674.36
81.1 6.53 673.81 0.00 673.81 Edge
83 6.70 673.64 0.20 673.84
85 6.80 673.54 0.27 673.81
87 6.84 673.50 0.30 673.80
89 6.81 673.53 0.28 673.81
91 6.62 673.72 0.07 673.79
93 6.74 673.60 0.20 673.80
93.5 6.56 673.78 0.00 673.78 Edge
95 5.65 674.69
97 4.67 675.67
99 3.80 676.54
101 2.92 677.42
103 2.40 677.94 Top of Bank, END

Inflection between Curves 10 & 11
0+00 to 1+03 Azimuth = 106 degrees
REEDY FORK
As-Built
Reedy Fork
As-built
John T. Soule
Cross-Section # 5 (MEANDER)
13-Jan-05
STA
(ft)
BS(+)
ft
HI
ft
FS()
ft Bed/Ground
Elevation
ft WATER
DEPTH
ft Water
Elevation
ft
Notes/Comments
TP # 12 2.92 6 i ? 44 6 7 f, r, To of Wood Stake
0 4.22 675.22 To of # 4 Rebar, Ground level
10 4.35 675.09
20 4.22 675.22
30 4.37 675.07
38.3 4;52 674.92 To of Bank
40 4'88 674.56
42 5 73 673.71
44 6.35 673.09
46 7.12 672.32
46.8 7.18 672.26 Back of coir fiber to
47.4 6.88 672.56 To centerline of coir fiber to
48 8.00 671.44 0.70 672.14 Face of coir fiber log, Edge
50 7.94 671.50 0.62 672.12
52 7.94 671.50 0.63 672.13
54 7.98 671.46 0.69 672.15
56 8.02 671.42 0.73 672.15
58 7.55 671.89 0.28 672.17
58.9 7.30 672.14 0.00 672.14 Edge
61 632 673.12
63 5.77 673.67
65 5.09 674.35
67 4 46 674.98
69 3 88 675.56
71 3 31 676.13
73 2.69 676.75 Top of Bank, END

Meander at mid-point of Curve 17
0+00 to 0+73 Azimuth = 143 degrees
Appendix 3.E.
Plot of Longitudinal Profile
p. 5
N
U
N
O A
C

L_
Q m
a
m
r
N-.
O
?
uj O

75

0

a
a
0
N

V
?

o
? d
E N
?
a m
L ;C
a° E
T
C o

m

i
Q Z
i

0
WQ?
i-
C Q
to 0
6 q :1 g
zeaa
U
O ?
O
O

Q.
? y
O

' 44
a
s m
?
O
O
M
W

O? O
r
m m
m m
m a
o M
m N
o
m o
m a
m
l) X13

r

.1
a
0

r
f
v y
7
i
?
C
r
k

0
F

1`L
N

Appendix 3.F.
Logitudinal Profile Tables
p. 6
Reedy Fork
As-built
Longitudinal Profile Data
John T. Soule, Steve Harville
6-Nov-08
STA
(ft) BS(+)

ft f ll

ft FS(-)

ft Bed/Ground
Elevation
ft WATER DEPTH

ft Water
Elevation
ft Notes/Comments

BM # 1 0.29 683.69 683.40 RR spike in tease of 24" WV,, oak
TP # 1 4.72 680.41 8.00 675.69 675.69
-18 10.43 669.98 0.81 670.79 BOR
0 9.47 670.94 0.41 671.35
20 9.03 671.38 0.40 671.78
44 8.78 671.63 0.47 672.10 TOR
64 9.19 671.22 0.90 672.12 _
84 8.98 671.43 0.71 672.14
104 9.07 671.34 0.81 672.15
110 9.02 671.39 0.76 672.15 BOR
130 8.66 671.75 0.45 672.20
150 8.82 671.59 0.66 672.25 TOR
170 8.84 671.57 0.69 672.26
191 8.89 671.52 0.75 672.27 BOR
211 8.58 671.83 0.48 672.31
233 8.40 672.01 0.37 672.38 TOR
253 9.10 671.31 1.08 672.39
269 8.91 671.50 0.90 672.40 BOR
289 8.33 672.08 0.39 672.47
TP # 11 5.44 681.29 4.56 675.85
305 9.22 672.07 0.53 672.60 TOR

325
9.40
671.89
073
672.62 _
346 9.30 671.99 0.63 672.62 BOR
366 9.16 672.13 0.53 672.66
385 9.09 672.20 0.62 672.82 TOR
405 9.02 672.27 0.57 672.84
411 9.03 672.26 0.58 672.84 BOR
431 8.91 672.38 0.51 672.89
451 8.84 672.45 0.52 672.97
460 8.75 672.54 0.47 673.01 TOR
480 9.14 672.15 0.87 673.02
497 9.03 672.26 0.76 673.02 BOR
517 8.60 672.69 0.36 673.05
541 8.36 672.93 0.43 673.36 TOR
561 9.00 672.29 1.07 673.36

581
9.02
672.27
1.09
673.36 _
600 8.77 672.52 0.84 673.36 BOR
TP # 12 4.55 681,07 4.77 676.52
TP # 13 8.17 5 684.14 5.10 675.97
BM # 1 0.77 683.37 I ( OUT -0.03
John T. Soule, Steve Harville
17-18 May 2004
STA
(ft) BS(+)

ft HI

ft FS(-)

ft Bed/Ground
Elevation
ft WATER DEPTH

ft Water
Elevation
ft Notes/Comments

TBM # 12 5.33 681.85 676.52 Wood Stake
620 9.06 672.79 0.60 673.39
640 8.84 673.01 0.47 673.48
660 8.82 673.03 0.56 673.59
675 8.73 673.12 0.58 673.70 TOR
695 8.92 672.93 0.80 673.73
705 8.95 672.90 0.84 673.74
725 9.06 672.79 0.93 673.72
745 8.86 672.99 0.74 673.73
757 8.80 673.05 0.67 673.72 BOR
777 8.47 673.38 0.47 673.85
802 8.21 673.64 0.39 674.03 TOR
822 8.42 673.43 0.62 674.05
847 8.44 673.41 0.66 674.07 BOR
867 8.48 673.37 0.76 674.13
890 7.98 673.87 0.43 674.30 TOR
TBM # 14 7.87 682.77 6.95 674.90
910 9.39 673.38 0.94 674.32
930 9.18 673.59 0.69 674.28
953 9.12 673.65 0.67 674.32 BOR
973 8.86 673.91 0.46 674.37
994 8.70 674.07 0.44 674.51 TOR
1014 8.78 673.99 0.51 674.50 BOR
1034 8.74 674.03 0.60 674.63
1049 8.58 674.19 0.55 674.74 TOR
1069 8.58 674.19 0.60 674.79
1077 8.83 673.94 0.83 674.77 BOR
1097 8.38 674.39 0.47 674.86
1117 8.03 674.74 0.31 675.05
1123 7.88 674.89 0.30 675.19 TOR
1143 8.46 674.31 0.95 675.26
1163 8.27 674.50 0.76 675.26
1183 8.39 674.38 0.87 675.25
1200 8.21 674.56 0.70 675.26
TBM # 15 8.09 684.06 6.80 675.97
1220 9.40 674.66 0.59 675.25
1230 9.29 674.77 0.52 675.29 BOR
1250 9.32 674.74 0.59 675.33
1270 9.18 674.88 0.51 675.39
1288 9.20 674.86 0.63 675.49 TOR
1308 9.42 674.64 0.85 675.49
1328 9.09 674.97 0.54 675.51
1348 9.10 674.96 0.54 675.50
1374 9.27 674.79 0.71 675.50 BOR
1394 9.021 1 675.04 0.55 675.59
1417 8.781 1 675.28 0.44 675.72 TOR
1443 8.86 675.20 0.54 675.74 BOR
1463 8.70 675.36 0.51 675.87
1484 8.60 675.46 0.55 676.01 TOR
1504 9.01 675.05 0.95 676.00
1518 8.95 675.11 0.90 676.01 BOR
1538 8.26 675.80 0.38 676.18
1561 8.20 675.86 0.60 676.46 TOR
TBM # 16 8.2 684.57 7.69 676.37
1581 8.96 675.61 0.90 676.51
1601 9.09 675.48 1.03 676.51
1621 8.58 675.99 0.51 676.50
1641 8.68 675.89 0.65 676.54 BOR
1661 8.53 676.04 0.50 676.54
1681 8.41 676.16 0.42 676.58
1697 8.53 676.04 0.60 676.64 TOR
1717 8.79 675.78 0.88 676.66
1737 8.62 675.95 0.70 676.65
1757 10.00 674.57 2.08 676.65
1764 9.43 675.14 1.51 676.65 END

Appendix 3.G.
Copy of Conservation Easement
cq
A
w
W
A
O Co
O
F- O W U CU
•
iL
CL
H 1:0
W Z U7 Z
>- A •
Cif L J
W cc W m . V) 6
n
U W C1 W r U-) r` °•
W W A r LI-) fn In
M CC W L-) * + ` ?

h? t_7
W LL O W
U N J O O
z L) N
Q lT Z W A C9 h
A
O W v: Cn O \ ..
U A LJ " LL.
•• Cn
A

=
a r-
o co to .27404 Mail to Preparer
W C4
S 0 A a m
¢ ?-+ co
it m
STATE OF NORTH CAROLINA
GUILFORD COUNTY
CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT DEED, made this/y f4day of d 2002, by
and between REEDY FORK EAST LLC, Grantor, and the CITY OF GREENSBORQ/Granteef, whose mailing
address is Post Office Box 3136, Greensboro. NC 27402. The designations 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.
WITNESSETH:
WHEREAS, pursuant to the provisions of N.C. Gen. Stat. 3 143-214.8 - - the State of North Carolina
has established the Wetlands Restoration Program (as defined in N.C. Gen Stat. 143-214.8) within the
Department of Environment and Natural Resources for the purposes of acquiring, maintaining, restoring,
enhancing, and creating wetland and riparian resources that contribute to the protection and improvement of
water quality, flood prevention, fisheries, aquatic habitat, wildlife habitat, multi-use trails, recreational
opportunities: and
WHEREAS, pursuant to the provisions of N.C. Gen. Stat. 3 143-214.8, two of the components of the
Wetlands Restoration Program are (1) restoration and perpetual maintenance of wetlands, riparian areas, and
surface waters and (2) land ownership and management; and
WHEREAS, Grantor owns in fee simple certain real property situated, lying, and being in Guilford
County, North Carolina (the Protected Property), and being more particularly described on Exhibit A hereto,
and
WHEREAS, Grantor is willing to grant a Conservation Easement on the Protected Property, thereby
restricting and limiting the use of the Protected Property to the terms and conditions and for the purposes
hereinafter set forth, and Grantee is willing to accept such easement;
NOW, THEREFORE, in consideration of the mutual covenants, terms, conditions, and restrictions
hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and conveys unto Grantee, its
successors and assigns, forever and in perpetuity, a Conservation Easement of the nature and character and to
the extent hereinafter set forth, over a portion of the Protected Property, referred to hereafter as the Easement
Area, for the benefit of the people of North Carolina, and being all of the tract of land as described on Exhibit
A hereto.
The purposes of this Conservation Easement are to maintain, restore, enhance, and create wetland
and/or riparian. resources in the Easement Area that contributes to the protection and improvement of water
quality, flood prevention, fisheries, aquatic habitat, wildlife habitat, recreational opportunities and multi-use
trails; to maintain permanently the Easement Area in its natural condition, consistent with these purposes; and
to prevent any use of the Easement Area that will significantly impair or interfere with these purposes. To
achieve these purposes, the following conditions and restrictions are set forth:
1. DURATION OF EASEMENT
This Conservation Easement shall be perpetual. It is an easement in gross. runs with the land, and is
enforceable by Grantee against Grantor, their personal representatives, heirs, successors, and assigns, lessees,
agents, and licensees.
II. RESERVED USES AND RESTRICTED ACTIVITIES
The Easement Area shall be restricted from any development or usage that would impair or interfere
with the purposes of this Conservation Easement. Unless expressly reserved as a compatible use herein, any
activity in, or use of, the Easement Area by the Grantor is prohibited as inconsistent with the purposes of this
Conservation Easement. Any tights not expressly reserved hereunder by the Grantor have been acquired by the
Grantee. The following specific uses are prohibited, restricted, or reserved as indicated:
A. Recreational Uses. Grantor expressly reserves the right: to undeveloped recreational uses.
including fishing, and access to the Easement Area for the purposes thereof. Usage of
motorized vehicles in the Easement Area is prohibited except for maintenance purposes.
B. Educational Uses. The Grantor and Grantee shall have the right to undeveloped educational
uses and the right of access to the Easement Area for such purposes including organized
educational activities such as site visits, studies, and observations.
C. Vegetative Cutting. Except for maintenance necessary for public safety, cutting, removal,
mowing, harming, or destruction of any vegetation in the Easement Area is prohibited.
D. Industrial Use. Industrial activities in the Easement Area are prohibited.
E. Residential Use. Residential use of the Easement Area is prohibited.
F. Commercial Use. Commercial activities in the Easement Area are prohibited.
G. Agricultural Use. Agricultural use of the Easement Area including use for cropland, waste
lagoons, or pastureland is prohibited.
H. New Construction. There shall be no building, facility, mobile home, or other structure
constructed or placed in the Easement Area.
1. Signs. No signs shall be permitted in the Easement Area except interpretive signs describing
restoration activities and the conservation values of the Easement Area, signs identifying the
owner of the Protected Property and the holder of the Conservation Easement, and signs
giving directions or proscribing rules and regulations for the use of the Easement Area.
J. Dumping. Dumping of soil, trash, ashes, garbage, waste, abandoned vehicles, appliance or
machinery, or other material in the Easement Area is prohibited.
K. Grading, Mineral Use, Excavation, Dredging. There shall be no grading, filling, excavation.
dredging, mining, or drilling; no removal of topsoil. sand, gravel, rock, peat, minerals, or
other materials.
L. Water Quality and Drainage Patterns. 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.
M. Subdivision. Subdivision, partitioning, or dividing the Easement Area is prohibited.
N. Development Rights. No development rights which 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.
The Grantee, and authorized representatives of the Grantee, shall have the right to enter the Easement
Area and shall have the right of reasonable ingress and egress to the Easement Area over the Protected
Property, at all reasonable times to undertake any activities to restore, manage, maintain, enhance, and monitor
the wetland and riparian resources of the Easement Area. These activities include planting of trees, shrubs and
herbaceous vegetation, installation of monitoring wells, utilization of heavy equipment to grade, fill, and
prepare the soil, modification of the hydrology of the site, and installation of natural and manmade materials as
needed to direct in-stream, above ground, and subterraneous water flow. In addition, the Grantee, and
authorized representatives of the Grantee, shall have the right to enter the Easement Area and shall have the
right of reasonable ingress and egress to the Easement Area over the Protected. Property, at all reasonable
times for the purpose of inspecting said property to determine if the Grantor is complying with the terms,
conditions, restrictions, and purposes of this Conservation Easement. The easement rights granted herein do
not include public access rights.
The Grantor may request permission to vary from the above restrictions for good cause shown,
provided that any such request is consistent with the purposes of this Conservation Easement. The Grantor
shall not vary from the above restrictions without first obtaining written approval from the Wetlands
Restoration Program, whose mailing address is 1619 Mail Services Center, Raleigh. NC 27699.1619.
III. ENFORCEMENT AND REMEDIES
A. In the event that the Grantee determines that the Grantor has violated or is threatening to
violate any of these terms, conditions, or restrictions, the Grantee may institute a suit to
enjoin such violation and if necessary, to require the restoration of the Easement Area to its
prior condition at the expense of the Grantor.
B. No failure on the part of 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 of Grantee to enforce the same in the event of a subsequent breach or default.
IV. MISCELLANEOUS
A. This Conservation Easement shall be construed to promote the purposes of NC. Gen Stat.
143-214.8 et - the Wetlands Restoration Program.
B. 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 invalid, the remainder
of the provisions of the Conservation Easement, and the application of such provision to
persons or circumstances other than those as to which it is found to be invalid, shall not be
affected thereby.
C. Any notices shall be sent by registered or certified mail, return receipt requested to the parties
at their addresses shown above or to other address(es) as either party establishes in writing
upon notification to the other.
D. Grantor shall notify Grantee in writing of the name and address and any party to whom the
Protected Property or any part thereof is to he transferred at or prior to the time said transfer
is made. Grantor further agrees to make any subsequent lease, deed, or other legal instrument
by which any interest in the Protected Property is conveyed subject to the Conservation
Easement herein created.
V. QUIET ENJOYMENT
Grantor reserves all rights accruing from ownership of the Protected Property, including the
right to engage in or permit or invite others to engage in only those uses of the Easement Area that are
expressly reserved herein, not prohibited or restricted herein, and are not inconsistent with the
purposes of this Conservation Easement. Without limiting the generality of the foregoing, the Grantor
expressly reserves to the Grantor, and the Grantor's invitees and licensees, the right of access to the
Easement Area, and the right of quiet enjoyment of the Easement Area.
TO HAVE AND TO HOLD the said rights and easements perpetually unto Grantee for the
aforesaid purposes.
AND Grantor covenants that Grantor is seized of said premises in fee and has the right to
convey the permanent easement herein granted; that the same are free from encumbrances and that Grantor
will warrant and defend title to the same against the claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the Grantor has hereunto set its hand and seal, the day and year first
above written,
SEAL
ATTEST:
ASSISTANT CRETARY t
REEDY FORK EAST LLC
BY: STARMOUNT COMPANY
DEVELOPMENT MANAG
BY: Al
VICE PRESIDENT
(SEAL)
NORTH CAROLINA, GUILFORD COUNTY
a Notary Public in and for said County and State, certify
that - , personally came before me this day and acknowledged that he
is Assistant Secretary of Starmount Co pan y, a corporation, and that, by authority duly given and as the
act of the Corporation, the foregoing instrument was signed in its name by its Vice President, sealed with
its corporate seal, and attested by himself as it Assistant Secretary.
My commission expires:, j
Witness.my hand and official seal, this the I? ?4'day ofV 2002
Notary Public
EXHIBIT A
A CONSERVATION EASEMENT BEING 59.5 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED LINE:
BEGINNING AT A POINT ON THE EASTERN 100 FOOT RIGHT-OF-WAY FOR ECKERSON
ROAD S.R. NO. 2790 WHERE SAID 100' RIGHT-OF-WAY INTERSECTS WITH AN EXISTING
CREEK, (SAID POINT BEING S 11 DEG 38 MIN 02 SEC W DISTANCE BEING 281.20 FEET FROM
AN EXISTING IRON PIPE ON SAID RIGHT-OF-WAY FOR ECKERSON ROAD) THENCE WITH
THE CENTERLINE OF A PROPOSED CREEK ALONG A CURVE TO THE RIGHT HAVING A
CHORD BEARING OF S84 DEG 43 MIN 05 SEC E CHORD DISTANCE BEING 51.16 FEET WITH
A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE TO THE LEFT HAVING A
CHORD BEARING OF N 75 DEG 08 MIN 24 SEC E CHORD DISTANCE BEING 85.91 FEET WITH
A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE TO THE RIGHT HAVING A
CHORD BEARING OF N 81 DEG 25 MIN 17 SEC E CHORD DISTANCE BEING 88.21 FEET WITH
A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE TO THE LEFT HAVING A
CHORD BEARING OF N 78 DEG 00 MIN 23 SEC E CHORD DISTANCE BEING 85.03 FEET WITH
A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE TO THE RIGHT HAVING A
CHORD BEARING OF S80 DEG 29 MIN 08 SEC E CHORD DISTANCE BEING 99.39 FEET
HAVING A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE TO THE LEFT
HAVING A CHORD BEARING OF N 80 DEG 02 MIN 01 SEC E CHORD DISTANCE BEING 106.82
FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG THE CURVE TO THE
RIGHT HAVING A CHORD BEARING OF N 30 DEG 42 MIN 32 SEC E CHORD DISTANCE
BEING 64.28 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE
TO THE LEFT HAVING A CHORD BEARING OF N 30 DEG 35 MIN 20 SEC E CHORD DISTANCE
BEING 64.46 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG A CURVE
TO THE RIGHT HAVING A CHORD BEARING OF N 46 DEG 44 MIN 13 SEC E CHORD
DISTANCE BEING 85.50 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG
A CURVE TO THE LEFT HAVING A CHORD BEARING OF N 49 DEG 53 MIN 14 SEC E CHORD
DISTANCE BEING 81.44 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG
A CURVE TO THE RIGHT HAVING A CHORD, BEARING OF N 56 DEG 15 MIN 41 SEC E
CHORD DISTANCE BEING 88.64 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE
S 67 DEG 48 MIN 03 SEC E DISTANCE BEING 65.43 FEET TO A POINT, THENCE ALONG A
CURVE TO THE LEFT HAVING A CHORD BEARING OF N 62 DEG 02 MIN 58 SEC E CHORD
DISTANCE BEING 83.72 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG
A CURVE TO THE RIGHT HAVING A CHORD BEARING OF N 48 DEG 54 MIN 50 SEC E CHORD
DISTANCE BEING 74.36 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE ALONG
THE CURVE TO THE LEFT HAVING A CHORD BEARING OF N 50 DEG 55 MIN 08 SEC E
CHORD DISTANCE BEING 68.58 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE
ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF N 54 DEG 28 MIN 56 SEC E
CHORD DISTANCE BEING 73.47 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE
ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF N 53 DEG 16 MIN 16 SEC E
CHORD DISTANCE BEING 73.93 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE
ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF N 53 DEG 48 MIN 52 SEC E
CHORD DISTANCE BEING 73.90 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE
ALONG A CURVE TO THE LEFT HAVING A CHORD BEARING OF N 43 DEG 33 MIN 58 SEC E
CHORD DISTANCE BEING 86.30 FEET WITH A RADIUS OF 53.50 FEET TO A POINT, THENCE
ALONG A CURVE TO THE RIGHT HAVING A CHORD BEARING OF N 13 DEG 46 MIN 44 SEC E
CHORD DISTANCE BEING 37.22 FEET WITH A RADIUS OF 53.50 FEET TO THE END OF
EASEMENT, EASEMENT AREA CONTAINING 4.86 AC MORE OR LESS