HomeMy WebLinkAbout20020459 Ver 1_Year 3 Monitoring Report_200905210??6q-S
ANNUAL MONITORING REPORT FOR 2008
CLAYHILL FARMS
CLAYHILL FARMS MITIGATION SITE
JONES COUNTY, NORTH CAROLINA
TIP No. R-2105 WM
(EEP Project Number.00018)
2008 Annual Monitoring Report (Year 3 of 5)
9./Ill1?
iJ0 ?OOSYSTEI?1
t=NHANOtt,;?NT PROORPM
C1 FILE
Submitted to:
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
Raleigh, North Carolina s,1 i rte'- ,,
Design Firm: ???ANOSANDSTORMgriY
Office of Natural Environment & Roadside Environmental Unit Rllplwc?/
North Carolina Department of Transportation
Raleigh, North Carolina
December 2008
ANNUAL MONITORING REPORT FOR 2008
CLAYHILL FARMS
CLAYHILL FARMS MITIGATION SITE
JONES COUNTY, NORTH CAROLINA
TIP No. R-2105 WM
(EEP Project Number.00018)
2008 Annual Monitoring Report (Year 3 of 5)
e
E? y
Axiom Environmental, Inc.
r-d?l
coTste-ni
Submitted to:
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
Raleigh, North Carolina
Prepared by:
Axiom Environmental, Inc.
2126 Rowland Pond Drive
Willow Spring, North Carolina 27592
Design Firm:
Office of Natural Environment & Roadside Environmental Unit
North Carolina Department of Transportation
Raleigh, North Carolina
December 2008
EXECUTIVE SUMMARY
The Clayhill Farms Stream and Wetland Restoration Site (Site) is located in southern Jones County,
approximately 1 mile north of the Town of Kuhns and 0.75 mile north of the Carteret County/Jones
County line. The Site is located east of Highway 58 and is bordered by the Croatan National Forest to the
north, east, and west and by various forested and residential parcels to the south. Site streams, Billy's
Branch and other unnamed tributaries to Hunters Creek, bisect the Site. The project is located within the
White Oak River Basin in United States Geological Survey (USGS) 14-digit Hydrologic Unit
03020106010060 (North Carolina Division of Water Quality [NCDWQ] subbasin 03-05-01). This
document serves as the 2008 Year Three Annual Monitoring Report.
Twenty groundwater gauges were maintained and monitored for the year 3 (2008) growing season.
Groundwater hydrology within 12 inches of the soil surface occurred for greater than 12.5 percent of the
growing season for year 3 (2008) at Gauges GW1-GW9 and GW14-GW15. Gauges GW10, GW17, and
GW20 fell between 5 and 12.5 percent of the growing season and the remainder of the gauges were
saturated or inundated for less than 5 percent of the growing season (Gauges GW11-GW13, GW16, and
GW 18-GW 19). Gauges currently below 5 percent of the success criteria are located within the lower half
of the Site near the restored stream channel. Gauges will continue to be monitored closely; a
jurisdictional wetland delineation may be necessary at the end of the five-year monitoring period to
accurately quantify successful wetlands within the Site.
Ten 10-meter square vegetation plots were monitored for the year 3 (2008) season. Based on stem
counts, the average plot density monitored at this Site is greater than 320 stems per acre and is considered
successful. The average plot density has been measured at 672 planted stems per acre for 2008 (year 3)
monitoring. The dominant species identified at the Site were overcup oak (Quercus lyrata), tupelo
species (Nyssa Mora and Nyssa sp.), and green ash (Fraxinus pennsylvanica). Nine out of the ten
individual vegetation plots were above the success criteria with 364 to 1579 planted stems per acre.
Planted stems were not documented during planting making it difficult to determine planted trees from
naturally recruited trees. Therefore, the number of "planted" species was based on the experience and
judgment of the monitoring team, and counts for planted species may be influenced by naturally recruited
stems. In addition, the range of variation for survival between individual plots may be influenced by
varied planting densities throughout the Site. Vegetation plot 9 was low with 162 planted stems per acre;
however, when including additional pine (Pinus sp.) natural recruits, the stem count increases to 1822
stems per acre.
Vegetation problem areas noted during year 3 (2008) monitoring consisted of a large area of poor planted
stem survival adjacent to the restored stream (near Reach 1). Poor survival may have resulted from soil
infertility and/or drought. Planted seedlings exhibited various degrees of vigor at the Site. Overall, vigor
was noted as good. In addition, herbaceous vegetation on the lower half of the Site adjacent to the
restored stream is not establishing well most likely due to soil infertility.
Based on visual observation during the year 3 (2008) monitoring, channel geometry compares favorably
with the emulated, stable E/C stream type as set forth in the detailed mitigation plan. The current
monitoring observations demonstrate that dimension, pattern, and profile were stable over the course of
the year 3 (2008) monitoring period.
Two stream problem areas were noted during year 3 (2008) monitoring. Both problem areas are stressed
cross-vanes with failing right bank arms resulting from a lack of footers. Additional inspections and
monitoring of bed and banks up and downstream of compromised structures is recommended prior to
initiation of proactive maintenance measures.
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page i
In summary, the Site
Monitoring Year (2008)
Monitoring Year (2008).
Clayhill Farms (final)
EEP Project Number .00018
Jones County, North Carolina
achieved success criteria for vegetation and stream attributes in the Third
. The upper half of the Site achieved hydrology success criteria for the Third
Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
December 2008
page ii
Table of Contents
EXECUTIVE SUMMARY ...................................................................................................................... i
1.0 PROJECT BACKGROUND ........................................................................................................... ..1
1.1 Project Description ..................................................................................................................... ..1
1.2 Purpose ....................................................................................................................................... ..1
1.3 Project History ............................................................................................................................ ..1
1.4 Mitigation Structure and Objectives ............................................................................................ ..1
2.0 HYDROLOGY ............................................................................................................................... ..5
2.1 Success Criteria .......................................................................................................................... .. 5
2.2 Hydrologic Description ............................................................................................................... ..5
2.3 Results of Hydrologic Monitoring ............................................................................................... .. 5
2.3.1 Site Data .................................................................................................................. .. 5
2.3.2 Climatic Data .......................................................................................................... ..7
2.4 Hydrologic Conclusions .............................................................................................................. ..9
3.0 VEGETATION .............................................................................................................................. ..9
3.1 Success Criteria .......................................................................................................................... .. 9
3.2 Description of Planted Areas ....................................................................................................... ..9
3.3 Results of Vegetation Monitoring ................................................................................................ ..9
3.4 Vegetation Conclusions .............................................................................................................. 12
4.0 STREAM ASSESSMENT .............................................................................................................. 12
4.1 Success Criteria .......................................................................................................................... 12
4.2 Stream Assessment Results ..................................................... 12
....................................................
4.3.1 Visual Stream Observations .................................................................................... 12
4.3.2 Bankfull Events ...................................................................................................... 13
4.3 Stream Assessment Conclusions ........................................................ 13
.........................................
5.0 OVERALL CONCLUSIONS/RECOMMENDATIONS ................................................................. 13
6.0. REFERENCES .............................................................................................................................. 15
List of Figures
Figure 1. Site Location .......................................................................................................................... .2
Figure 2. DRAINMOD Post Construction Conditions .............................................................................4
Figure 3A. Monitoring Plan ....................................................................................................................7
Figure 3B. Monitoring Plan .................................................................................................................... 8
Figure 4. Climatic Data vs. 30-year Historic Data ................................................................................. 10
List of Tables
Table 1. Project Mitigation Structures and Objectives ............................................................................ . 3
Table 2. Summary of Groundwater Gauge Results for Years 1 through 5 ............................................... . 5
Table 3. Stem Counts for Planted Species Arranged by Plot .................................................................. I l
Table 4. Verification of Bankfull Events
............................................................................................... 13
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number.00018 December 2008
Jones County, North Carolina page iii
Appendices
APPENDIX A. YEAR 3 (2008) GROUNDWATER GAUGE GRAPHS
APPENDIX B. YEAR 2 (2007) GROUNDWATER GAUGE GRAPHS
APPENDIX C. YEAR 1 (2006) GROUNDWATER GAUGE GRAPHS
APPENDIX D. VEGETATION MONITORING PHOTOGRAPHS
APPENDIX E. STREAM MONITORING DATA AND PHOTOGRAPHS
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page iv
1.0 PROJECT BACKGROUND
1.1 Project Description
The Clayhill Farms Stream and Wetland Restoration Site (Site) is located in southern Jones County,
approximately 1 mile north of the Town of Kuhns and 0.75 mile north of the Carteret County/Jones
County line. The Site is located east of Highway 58 and is bordered by the Croatan National Forest to the
north, east, and west and by various forested and residential parcels to the south. Site streams, Billy's
Branch and other unnamed tributaries to Hunters Creek, bisect the Site (Figure 1). The project is located
within the White Oak River Basin in United States Geological Survey (USGS) 14-digit Hydrologic Unit
03020106010060 (North Carolina Division of Water Quality [NCDWQ] subbasin 03-05-01).
Directions to the Site:
From Raleigh, North Carolina
? Travel east on US Highway 70 to Kinston
? Turn right and go south on NC 58 to US 17
? Turn right on US 17/NC 58 and continue south approximately 6 miles to Maysville
? From Maysville, continue south on NC 58 approximately 8 miles to left on SR 1100 (Hunters
Creek Road)
? Then make an immediate left onto a gravel road with a gate. The gate has a combination lock to
access the Site.
1.2 Purpose
In order to demonstrate successful mitigation, hydrologic, vegetative, and stream monitoring must be
conducted for five years or until success criteria are achieved. Success criteria are based on federal
guidelines for wetland mitigation. These guidelines stipulate criteria for hydrologic conditions,
vegetation survival, and stream morphology. The following report details the results of monitoring for
the 2008 (year 3) growing season at the Clayhill Farms Stream and Wetland Restoration Site.
1.3 Project History
September 2005
2006
2006
2006
November 2006
March-November 2006
January-March 2007
July 2007
March -November 2007
July 2007
August 2008
March -November 2008
October 2008
Mitigation Plan
Final Design (90%)
Site Construction
Planting
Vegetation Monitoring (Year 1)
Hydrologic Monitoring (Year 1)
Stream Monitoring (Year 1)
Vegetation Monitoring (Year 2)
Hydrologic Monitoring (Year 2)
Stream Monitoring (Year 2)
Vegetation Monitoring (Year 3)
Hydrologic Monitoring (Year 3)
Stream Monitoring (Year 3)
1.4 Mitigation Structure and Objectives
In the early 1970s the Site was logged and portions of the Site were converted to agricultural land. At
that time, perimeter and interior drainage ditches were excavated and Site streams were channelized in
support of land uses.
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page 1
Directions to the Site-
r From Raleigh, North Carolina
-> Travel east on US 70 to Kinston
Turn right/south on NC 58 to US 17
Turn right on US 17/NC 58 and continue
south for - 6 miles to Maysville
From Maysville, continue south on NC 58
8 miles to left on SR 1100 (Hunters Creek Road)
J + r i E and make an immediate left onto a gravel road. r
There will be a gate, which has a combination lock
to access the Site.
/4
- 1 1
ism ?OATA AL F R
// C
%
S ao I y I , I -?
1 11
i ' -' r•' s %I ,1}1 t?r
? '' ? ? , .•-•! I l?efrv ? Tdwe+r`'; ? , I ? _ _ ? ' I I ?? ? -
?F T; ,Y?'P.} 1 '' i Y 111 /p1` ?? I .r I d
\lwfl• ` 111' ,,lJ -. f•..
`.r
1 rf 1111f1Y15. `, ., ; 1.................. ...... ......,.._.....
FV
Legend
>. ? II•?? ?- I ?J? .. _v I .L ?[ .r_. . -. _ ?' V /.? ? Ci?? Ql???r,??r?. P
SITE LOCATION FIGURE
Axiom Environmental, Inc
2126 Rowland Pond Drive CLAYHILL FARMS RESTORATION SITE c?F
Willow Spring, NC 27592
!. (919)215.1693 EEP Project Number.00018 Dat Oct 2008
(919) 341-3839 fax
Year 3 (2008) Monitoring Report Project
Annn, Enoirtmmentel Inc. Jones County, North Carolina 07-002
The primary mitigation activities at the Site included restoration of previously ditched and filled wetlands,
vegetative enhancement of previously cleared wetlands within agricultural fields, preservation of the
forested wetlands, restoration of channelized stream channel, and preservation of secondary tributaries
within forested wetlands.
Restoration activities at the Site entailed 1) plugging and filling of feeder ditches, 2) removal of crowning
within fields, 3) clearing and grading to prepare for creation of the new stream alignment, 4) construction
of a stable channel, 5) filling of the abandoned stream channel with onsite materials excavated from the
floodplain and other upland areas, 6) installation of a grade control structure at the downstream end of the
restoration reach, 7) removal of the bridge crossing of Billy's Branch within the southeast portion of the
Site, and 8) ripping/scarifing soils to prepare for planting.
The primary goals of the project include 1) maximizing the area returned to historic wetland function; 2)
establishing stable dimension, pattern, and profile along Billy's Branch; 3) expanding, enhancing, and
preserving 355.6 acres adjacent to the Croatan National Forest; 4) protecting the Site with a conservation
easement in perpetuity; 5) providing valuable habitat to a diverse assemblage of terrestrial and aquatic
flora and fauna; 6) serving as a wildlife corridor; and 7) providing numerous wetland values including
water storage, pollutant removal, aquatic/wildlife habitat, recreation, and education. Project structures
and objectives are summarized in Table 1 and are depicted on Figure 2.
Table 1. Project Mitigation Structures and Objectives
Cla hill Farms EEP Project Number.
00018
c.
E~
a
o
?
v
e c Linear
Project Segment or Footage or
Reach ID Acrea a Stationing Comment
Billy's Branch R P2 7931 0+00 to 79+31 Includes 7931 linear feet of excavation of
new channel within a floodplain bench
Secondary Tributaries R P1&P2 1667.8 -__ Includes 1667.8 linear feet of eight
secondary tributaries
Secondary Tributary P -- Preserving forested secondar
trib
t
i
Downstream end of
P
--
2009.9
--- y
u
ar
es
Preserving forested downstream reach of
Billy's Branch Billy's Branch
Riverine Wetland R 21
6 Filling ditches, removing field crowns
and
Restoration . ___ ,
planting agricultural fields.
Riverine Wetland
Enhancement E -- 1.8 --- Planting within agricultural fields.
Riverine Wetland
Preservation P -- 3.9 --- Preserving forested riverine wetlands.
Nonriverine Wetland R 79
9 Filling ditches, removing field crowns
and
Restoration . ___ ,
planting agricultural fields.
Nonriverine Wetland
Enhancement E
--
52.0
---
Planting within agricultural fields.
Nonriverine Wetland P
--
110
5 Preserving forested nonriverine wetlands
Preservation . ---
within the interstream flat
* R = Restoratio
** .
n P1 = Priority I
E = Enhancement P2 = Priority II
P = Preservation P3 = Priority III
Clayhill Farms (final)
EEP Project Number.00018
Jones County, North Carolina
Axiom Environmental, Inc.
Monitoring Year 3 of 5 (2008)
December 2008
page 3
r
? N N U N (0 N
N tli N ? ?? V
U (U6 U O N O (6
(0 N M M
<a co _? O " II
c c N I? M '? N C II
a0 II C " O ° cn
0 1-
mco U U') O U f6 a) cu a)
_
m O N <0 O C O U
Q C
Cq II II - U L In Q' W d T
LO C C M N C i -p -O -O S In
M O 0 I` a? W d C C C O m
?? II -O -O _O N co a3 N co
s cu m ° r
p ° U Q) a) a) p a?
z C: c: c
W O
U m m f0 t C C c i U d
W a) w o c ? > ] c ? c O p
Q U) U) U) Z ? x ? Z z z W cn
0 ,
p
r
0
U)
E U) 00
L o
C:
LL O o? o
o
c o
0 0UU
i
O
)
.
V
00 C?
(? (n OO?Z
C O
U ?
0
zc)n
?j o
0 }, U
cn
O
0-
??>ro
i
All
r _
4
w
y ? J 7
4
41
'max ?' ..-,1.?-? ;Y •? ...,, . `"""'? ? d r
Z
ro
0
VVGS 84
I
Z
14
d
w0
CO?
ass>?. >- Z
OLu
CM Z U
Z
Z2
Z
L.I
O
z
w A ,
`V
c?
LL
zt? w
CY) NO O
II U o
c 0 Z O
U
?? o a`
c
0
0
w
w
LL
O ?
t•1 W
Q
U
0
U
O O O
CO
0 O O
Z U U
W a
(D o s c
"
c Y m
J LL p p
J
NQ
LL
'
I
z
W I
C7
2.0 HYDROLOGY
2.1 Success Criteria
Success criteria for wetland hydrology at Clayhill Farms require inundation or saturation within 12 inches
of the ground surface for a consecutive period of 12.5 percent of the growing season, or if the hydroperiod
is within 20 percent of an approved reference wetland hydroperiod within drought years. The growing
season for Jones County begins March 15 and ends November 11 (242 days). In order to attain
hydrologic success, saturation within 12 inches of the ground surface is required for at least 30
consecutive days (12.5 percent of the growing season).
2.2 Hydrologic Description
Twenty groundwater monitoring gauges have been maintained and monitored throughout the year 3
(2008) growing season (Figures 3A-313). Daily rainfall data recorded from a rain gauge maintained and
monitored on the Site was used for seasonal comparison. Graphs of groundwater hydrology and
precipitation are included in Appendix A.
2.3 Results of Hydrologic Monitoring
2.3.1 Site Data
Twenty gauges were maintained and monitored for the year 3 (2008) growing season. Groundwater
hydrology within 12 inches of the soil surface is occurring for greater than 12.5 percent of the growing
season for year 3 (2008) at Gauges GW 1-GW9 and GW 14-GW 15. Gauges GW 10, GW 17, and GW20
fell between 5 and 12.5 percent of the growing season and the remainder of the gauges were saturated or
inundated for less than 5 percent of the growing season (Gauges GW11-GW13, GW16, and GW18-
GW 19). Gauges currently below 5 percent of the success criteria are located within the lower half of the
Site near the restored stream channel.
The following table summarizes success criteria achievement for Site gauges.
Table 2. Summary of Groundwater Gauge Results for Years 1 through 5
Clayhill Farms (EEP Project Number.00018)
Success Criteria Achieved/Max Consecutive Days During Growing Season
Gauge (Percentage)
Year 1 (2006) Year 2 (2007) Year 3 (2008) Year 4 (2009) Year 5 (2010)
GW 1 Yes/34 days Yes/79 days Yes/94 days
(14.0 percent) 32.6 percent) 38.8 percent)
GW2 Yes/68 days Yes/50 days Yes/91 days
(28.1 percent) (20.7 percent) (37.6 percent)
GW3 Yes/81 days Yes/78 days Yes/93 days
(33.5 percent) 32.3 percent) 38.4 percent)
GW4 Yes/81 days Yes/77 days Yes/91 days
(33.5 percent) 31.8 percent) (37.6 percent)
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page 5
Table 2. Summary of Groundwater Gauge Results for Years 1 through 5
(continued)
Success Criteria Achieved/Max Consecutive Days During Growing Season
Gauge (Percentage)
Year 1 (2006) Year 2 (2007) Year 3 (2008) Year 4 (2009) Year 5 (2010)
GW5 Yes/66 days Yes/50 days Yes/91 days
(27.3 percent) 20.7 percent) 37.6 percent)
GW6 Yes/37 days No/23 days Yes/88 days
(15.3 percent) 9.5 percent) 36.4 percent)
GW7 Yes/69 days Yes/50 days Yes/90 days
(28.5 percent) 20.7 percent) 37.2 percent)
GW8 Yes/68 days Yes/50 days Yes/89 days
(28.1 percent) (20.7 percent) (36.8 percent)
GW9 Yes/38 days No/24 days Yes/89 days
(15.7 percent) 9.9 percent) 36.8 percent)
GW 10 No/7 days No/5 days No/ 14 days
(2.9 percent) 2.1 percent) 5.8 percent)
GW 11 No/2 days No/ I day No/4 days
(0.8 percent) (0.4 percent) (1.7 percent)
GW 12 No/5 days No/5 days No/8 days
(2.1 percent) 2.1 ercent 3.3 percent)
GW13 No/6 days No/1 day No/9 day
(2.5 percent) 0.4 percent) 3.7 percent)
GW14 No/ 18 days No/ 14 days Yes/54 days
(7.4 percent) (5.8 percent) (22.3 percent)
GW 15 No/24 days No/ 14 days Yes/74 days
(9.9 percent) (5.8 percent) (30.6 percent)
GW16 No/0 days No/2 days No/9 day
(0 percent) (0.8 percent) 3.7 percent)
No/7 days No/3 days No/13 days
GW17 (2.9 percent) (1.2 percent) (5.4 percent)
No/5 days No/2 days No/ 15 days
GW 18 (2.1 percent) 0.8 percent) 6.2 percent)
No/6 days No/4 days No/7 days
GW 19 (2.5 percent) (1.7 percent) (2.9 percent)
No/] I days No/ 17 days No/ 10 days
GW20 (4.5 percent) 7.0 percent) 4.1 percent)
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County. North Carolina page 6
(3
C
N
C
0
E
0
1
1
E
E
r
h
fl-
I?
r c
0
rn
C
a)
(j
a
U
c
0 ?
a?
(n
C ¢ Q 6 c O
~ CL a U)
m
o
u°
m c) o
-
U E
E E
E c U
o,
m E
U) N
in - 0
U) 0
(7 0
0 a
3
0
c
00 E
C y
O N0
M 0N
M p
0
c4 U`
6
rn E U ^ 0 0
N
O)
U
m
?
c
O
O C
o
?
?
(O
In
? II
C
O o
Q' c
E
O C)
C
'C 0)
C
N
O)
..
.
N
D)
:?.
O
D)
C
O
07
0
U
I I N
$ ?
o O O
O O
O O
U O
c7 O
U
0 C
7 d
o 2 m
0 0 m m m a c c
Lu o E E m m a 'a E m i
U [0
0
m
E
a C
O C
0
O C
0
O L
U o
C O n
O N
O
o Cl) in in Of > > C9 c7 (7 m a U U
1 d
l . o o® l
1
p
m
L
Y Y
C
9 Y
C
2
y Y
c
Y
-Y
C Y
C
<"?
M
L
t") co N
L
L N
.0 .O (Q
L
9 -0
N
_
U x L ? L ? ? ? E a?
W
C
rte/)
N N
t? cN
N M
V! m
O
N V
N C
N N
(D X X X X X x X X L N
W
f?
f?
Ql
co
N
O
f?
O
UO
M
O7
r
N
rn
L:
f`
n C V
r m
r N
r N
r M
t` (h
r 00
0 M
t`
z 0
OO 0
O 0
O 0
? 0
O 0
O 0
CO 0
N 0
N a
N o
00
Z V V V V V V 7 V V -q V
o
r M M M M M (h m r7 m m
W
0
O
m C11
co m
0)
O C,
(D
co
V,
O
(h
N
N N
N N
N N
N M
(,j M
N (")
N Cl)
N M
N M
N c")
N
U)
z
O
_Cl)
w
Of
U)
W
H
O
z
J
d
.*
0
0-
(D
E Fo co
vi
r
L o
L L O 9=oO
U
o = M L
(?
6 0c)
z2 N
L -C
U CO C If
a)
4-a
co U
)
o o
O O Z
U (D M
(if
I
I
6
UX j
\
V/
0 cu
CC ?
G
O
z
w
(D CY)
L-
O
t` CD
N o O
II N Oi
zz O
(9 ?
O U
N
U) 0 a`
%
M JO ? O
I,? U
co
• f
co
X
O
' M
\1
Y
C
(6
y
C
C
? Y
C
(0
y
C Y
r_
03 Y
C
(0
y
C
U N
10 N
D
Y
u
L
D
U
U N L t
1 L
1 U f L L N
W 0 ,
r
v7 N
x x
x N
x N
X N
m N
x
x
x N
x
N
W
r c 00
?
o
0
0 rn
0
0 m 'T A W)
(D co co oo co co w w oo o co OR
Z
O V
M V
M V
M v
M V
M
M V'
M V
M IT
M v
M V
M
J
W (O
N
(O f?
7 m
v O
o (O
m c0
.-- V
N 00
(O (O
V (O
LO
r 00
N N
N 00
N 00
N 00
N 00 0) O)
N O)
N M
N m
N
Q _
t\ _
r _
r _
n _
n
r
(` _
f` _ _ _
J
-
?
-
?
-
n
-
n
-
r
-
r
-
?
-
n
-
?
- r
t`
- f`
n
-
1 ,\
cn
c
ob o o
z 0 0 0
Z U U
w 0 o
0 C
LL,
J LL.
w
N
O
O
(O
r
4 l!7 F-
w
° w
00 z
CY) w
? U
0
x
Q
Cli
.MOO
(
1
? be
c
0
N
y
m
m
c
o 10
m
rn
c Q Q Co
O
c
O
_
N
a
O
a
[n
m
o N
am)
... O
O C E N C
3 (D _
m
E L)
U N
M N
) 0
c? O
0 C
3 t
o
c E N o
M 0
M
0 o
U
co
m C
E O
U
o
Lo
o / N
m
U
m mIn
m
L
U O
d O
a
- o
o m
m
O
co
LO II
C
a a)
E O
C
' m
5
'
a)
a)
m
C m
C
0
Q
M O
c` O C
O O O
' m
m m
m m
m o
U -
C N E
II O C
O C
O U U U O
J L U) O
-0
(D
a 'E
O L-
C
C
C 3
m
m Y
m
d
C
C a
C
LJ O E E m m m m > > m
W m
a) m
E m
a,
E
m
m C
O C
O C L
O C o
O U)
p U)
p
m
in U) co a- > > O 0 C9 m a U U >
O
U C y
C Y
C C
m
C Y
m y
m
C ?
N L 4 Y L L U
Q
W
m -
.
N
N U
C
M
M
v
m
N X X X X X X X X f/)
W
I?
co
r
V)
00
rn
O
OC)
f?
N
O
u)
? 0 0 0 0 0
Z 4 ?
Q
J M M M M M M M M M M
W
O (D
N
(f)
V' O
'V O
U) lC)
W OD V
N OD
(U (O
V lL7
(f)
OD
cli m
N .- co
- m
- 00
- a0
- m
- Q) m O
.N-- D)
M
L
y
C Y
C
m Y
C
m
y
C y
C
m
y
C
C Y
C
m
M
M
M
= ? Lm 1]
L L
L ? L
t ? ? d
L ? U
U
Q
O
v m m
C
N a
N
C
co
M
? m
C
'T L
C
W
[Of Q) X X X X X X X X .8 N
W
?
r-
rn
(n
l-
co
(o
m
oo
t
N
m
L r--
r- (D
r` (D
I` V
t\ Lo
? N
r" N
)` M
n M
r,- N
O co
r`
0 0
OJ 0
M 0
W 0
M 0
W 0
O 0
W 0
00 O
W 0
W 0
00
Z
U
V
M
v
co
V
M
V
M
V
M
C
co
V
co
V
N)
V
M
V
M
It
M
J
W
-n
m
m
co
? a
D
N
N N
? N
N N
? O
M
N M
N O
M
? m
M
N o
M
N M
M
N M
N
/Iv1/ ,
O
O N
O
O
-2
O
72
3:
O
'2
3:
O
3r
-0
o
3O
0
W o o
L
L CL
E CL
E CL
E
L
m
a
O
a) 3 3 3
N 3
N 3
V)
3
m
. ?)
F -Si C C C O N a) C NO EU
O o u g 3 3 3 !N -o U°)
a
w
E
E
C
C
c
C -D
cu
L -o
co
L "O
cu
L 'C
c:
C O
L<
E X
o
N co
n Lo
n r? co
> Q n n n n n d d
LLI
?
(O
m
I-
C)
M
co
(O
0
r-
m
(O
N
M
oo
m
m
V'
O
O
Lo
O
m
V
(n
?
r
v
co
co C)
c0 C)
co 0
CO
0D O
co O
co O
co O
W
Z
O It
M V
co IT
co V
co ?
co I?t
co V
co IT
co IT
co IT
co
J
W
? N
7 (n
M m
N o
(o m
to M
V 't
O 't
ao
T
rZ
rZ
r-
r-
rZ
r-
r-
r-- 'T
_I .
1
i
1
t
F
2
U
Q ? O
?'W N
O
O
11411,
N U
Y N
m x )) !t{
} L x I
U s
C
m
5 I
J*
I
C
L C
CO
G
O
Z
w
M
LL
O
C)
O
CN
N
N
O
U
0 o r-
Z O
?
N •
m U
O
O
U) co
0
a`
r /
g? - U)
cD
0- y ? O
m
E '
L 0
U a
07
r - .
O ? jt? M
VII ? U
U O
CO
to X
x
M ? ? O
U /
o ,
X,
? N
U U
C Y)
f' ?'? x x
U)
Z
O
_U)
w
W
t-
O
z
0
0
E? co0)
L
(6 O .s ?;, m
O 0 0
00 L
0 0vU
a_ 0 Upp C -t
(a o00Z
U M
LL
Q?
v y
C
y
c Y
C (a Y
0 C
C
?C Y
C
N
U 'a
r ca ca
=
L
S] ca a
V
=
U E
L co
?
.?
N
N
?
?
N
C
N
L
.?
m
`7
Q
W Q? U
C
-a
'O
N
X
X
N
X
N
X
M
X
M
X
X
v
X
'p
0
W
Q N
D) o0
m O
rn tD
m V
m v
m V
m o
o M
o VO
o ?n
o
U o
N o
- 0
O o
- o
N 0
N 0
W
W
N
00
a0
z v v v v v v v v v v v
o
J M M M M M M M M M M M
W
O O)
V
O
I? I?
O M
O
N r- W
N N O
r O
0I N
N
N
.N-- (O (o
N O
7 (D
-
(D
. N--
(D
-
(D
N
(0
f-
r r r r r t` n t` r r r
x
Om
_r s
U ?
O
x
?f
f.?0
I
N
U
- x
M W
`
O WGS 84
C
a
i
M M
M m O O
X L
O
U 1 W N O
c (D
o
o ?> m z j LL
> J
W
ll Z I !
f LU
O
1
1
O
O
w
w
LL
O Z
CY) w
°
J
Q
U
U)
O
2.3.2 Climatic Data
Climatic data for the year 3 (2008) growing season is compared to previous monitoring years growing
season data and precipitation probabilities from 30-year historical data at the New Bern Craven County
Airport station (Figure 4) (NOAA 2004). The Site experienced average rainfall for the year 3 (2008)
growing season totaling 33.9 inches for the months of April to October compared to the mean 30-year
historic total for rainfall of approximately 34.6 inches.
2.4 Hydrologic Conclusions
Twenty gauges were maintained and monitored for the year 3 (2008) growing season; gauge results are
depicted on Figures 3A-3B and graphs for each gauge can be found in Appendix A. Eleven of the twenty
monitored gauges met success criteria of inundation/saturation within 12 inches of the surface for at least
12.5 percent of the growing season with a presence of hydrophytic vegetation. Gauges will continue to be
monitored closely; a jurisdictional wetland delineation may be necessary at the end of the five-year
monitoring period to accurately quantify successful wetlands within the Site.
3.0 VEGETATION
3.1 Success Criteria
Wetland vegetation success criteria at Clayhill Farms require an average across the Site of 320 stems per
acre of approved target species surviving for the first three years of monitoring, 290 stems per acre in year
four, and 260 stems per acre in year five.
3.2 Description of Planted Areas
According to the 2006 Revised Wetland and Stream Mitigation Plan for the Clayhill Farms Property,
planted species were to include the following communities as described in Schafale and Weakley (1990):
1. Coastal Plain Small Stream Swamp
2. Nonriverine Wet Hardwoods Forest
3. Mesic Pine Flatwoods
4. Mixed-Mesic Hardwood Forest (Coastal Plain subtype)
5. Coastal Plain Bottomland Hardwood Forest (Blackwater subtype)
3.3 Results of Vegetation Monitoring
Ten 10-meter square vegetation plots were established as depicted in Figures 3A-3B in November 2006.
Plots were surveyed in late July and early August 2008 for the year 3 (2008) monitoring season using the
CVS-EEP Protocol for Recording Vegetation, Version 4.0 (Lee et al. 2006)
(http://cvs.bio.unc.edu/methods.htm); results are included in Table 3 and pictures are included in
Appendix D. The taxonomic standard for vegetation used for this document was Flora of the Carolinas,
Virginia, Georgia, and Surrounding Areas (Weakley 2007). No reference area was studied; therefore, no
comparisons could be made to reference conditions. Three plots (Plots 5, 6, and 7) were established in
the Headwater Swamp, three plots (Plots 4, 3, and 8) in the Nonriverine Wet Hardwood Forest, two plots
(Plots 1 and 2) in the Mesic Pine Flatwoods, and two plots (Plots 9 and 10) in the Mixed-Mesic
Hardwood Forest restoration areas.
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page 9
3 �
0
u
O
Q)
is
E
�+
v
/��
l {/
Q
w
Ln
U
rO
L
o
O
NU,o
�
a
m`75
O
M
z
•
N
�' s o
+r M
o
�+
o +m
Q
m
O
H 0
40 0
c
m
I c
C7
Y
.�
ro
0
V
O
O
N
m r0
do
rra
a
.�
to
O
O
N
Q
a
t
U
r0
L
0) 00 Ln V M N O
(say:)ui) uoile;idi:)aad
N .?.
W)
00
O C Q1 M U ,- i kn e4
?H N M M
M
00 m
r4
N
M
l?
N
M 00
00
10
i
i
N N
?D
kA
00 M 00 I!t
,It
O kA
a
i'
4
O
U 00
? i
oo
C N i 000
0
N O \O
M
? i
?a N ?O i O\ i i M i M i i M ?
bD
M M
y O
O
•
y
i N ? i ? ? ? M ?p ? i ? ? ? ? p? M
Clr y
j
? O
a
? o
w
a
w
U W ? o
a
a to?
O
i
40
FTy
O y ar
C U
b0 O v ?? cz Q i
r L
Ci Lon- V]
. ? ? ? O ? ? y U U U U U '? ?
H U ?
v? W ? ? ? a. 4, Q1 41 O1 Ol Ql Er H ri?
?oc
O O
O O
? N
4.
O U
M U
a`?i Ca
bq
C
O
C
O
CI
ti
C>
O
.ti
W
O
Q
o°
o?
U
w ? o
?z
Z
-. O O
a U
cd p" ?
U W ti
Based on stem counts, the average plot density monitored at the Site is greater than 320 stems per acre
and is considered successful. The average plot density has been measured at 672 planted stems per acre
for 2008 (year 3) monitoring. The dominant species identified at the Site were overcup oak (Quercus
lyrata), tupelo species (Nyssa Mora and Nyssa sp.), and green ash (Fraxinus pennsylvanica). Nine out
of the ten individual vegetation plots were above the success criteria with 364 to 1579 planted stems per
acre. Planted stems were not documented during planting making it difficult to determine planted trees
from naturally recruited trees. Therefore, the number of "planted" species was based on the experience
and judgment of the monitoring team, and counts for planted species may be influenced by naturally
recruited stems. In addition, the range of variation for survival between individual plots may be
influenced by varied planting densities throughout the Site. Vegetation plot 9 was low with 162 planted
stems per acre; however, when including additional pine (Pinus sp.) natural recruits, the stem count
increases to 1822 stems per acre.
Herbaceous vegetation is vigorous throughout the Site with the exception of the lower half of the Site
adjacent to the restored stream.
3.4 Vegetation Conclusions
Based on the number of stems counted, the average plot density monitored at this Site is greater than 320
stems per acre and is considered successful for 2008 (year 3) monitoring. The average plot density has
been measured at 672 stems per acre.
The vegetation problem area within the Site is depicted on Figure 3B. Vegetation problem areas noted
during year 3 (2008) monitoring consisted of a large area of poor planted stem survival adjacent to the
restored stream (near Reach 1); photographs of this area are included in Appendix D. Poor survival may
have resulted from soil infertility and/or drought. Planted seedlings exhibited various degrees of vigor at
the Site. Overall, vigor was noted as good. Herbaceous vegetation on the lower half of the Site adjacent
to the restored stream is not establishing well most likely due to soil infertility.
4.0 STREAM ASSESSMENT
4.1 Success Criteria
Success criteria dictate that based on visual observations there should be little or no change in the as-built
cross-sections. If a change takes place it should be determined if the change is to a more unstable
condition (downcutting, erosion) or to a more stable condition (settling, increase in riparian vegetation,
deposition along the banks, decrease in the width-depth ratio, decrease in cross-sectional area). The as-
built longitudinal profile should show that bed features are neither aggrading nor degrading based on
visual observation; however, short-term aggradation/degradation may occur depending on the peak annual
discharge. Bed features should be consistent with those observed in typical E- and C-type channels. The
as-built pattern should not change and the riffle-pool sequence should remain constant. A significant
coarsening of bed materials is not expected due to the sand/silt/clay substrate; therefore, bed materials
will not be analyzed for stream success.
4.2 Stream Assessment Results
4.3.1 Visual Stream Observations
Based on visual observation during the year 3 (2008) monitoring, channel geometry compares favorably
with the emulated, stable E/C stream type as set forth in the detailed mitigation plan. The current
monitoring observations demonstrate that dimension, pattern, and profile were stable over the course of
the year 3 (2008) monitoring period.
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page 12
4.3.2 Bankfull Events
Documented bankfull events are included in Table 4.
Table 4. Verification of Bankfull Events
Cla hill Farms (EEP Project Number.00018
Date of Data Date of Photo (if
Collection Occurrence Method available
Total of 4.74 inches of rain documented by the onsite rain
September 1, 2006 September 1, 2006 gauge over a two-day period from August 31 (4.06 --
inches) to September 1, 2006 (0.68 inches).
August 13, 2008 August 13, 2008 Total of 4.0 inches of rain documented by the onsite rain --
gauge over a seven-day period from August 7-13, 2008.
4.3 Stream Assessment Conclusions
Based on stream observations, the channel geometry compares favorably with the emulated, stable E/C
type stream reaches as set forth in the detailed mitigation plan. The current monitoring observations
demonstrate that dimension, pattern, and profile were stable over the course of the year 3 (2008)
monitoring period.
Stream problem areas within the Site are depicted on Figures 3A through 3B. Two problem areas were
noted for the year 3 (2008) monitoring period. Both problem areas are stressed cross-vanes with failing
right bank arms resulting from a lack of footers; photographs of each are included in Appendix E.
Additional inspections and monitoring of bed and banks up and downstream of compromised structures is
recommended prior to initiation of proactive maintenance measures.
5.0 OVERALL CONCLUSIONS/RECOMMENDATIONS
Twenty gauges were maintained and monitored for the year 3 (2008) growing season. Eleven of the
twenty monitored gauges met success criteria of inundation/saturation within 12 inches of the surface for
at least 12.5 percent of the growing season with a presence of hydrophytic vegetation. Gauges will
continue to be monitored closely; a jurisdictional wetland delineation may be necessary at the end of the
five-year monitoring period to accurately quantify successful wetlands within the Site.
Based on the number of stems counted, the average plot density monitored at the Site is greater than 320
stems per acre and is considered successful for 2008 (year 3) monitoring. The average plot density has
been measured at 672 stems per acre.
The vegetation problem area within the Site is a large area of dead stems observed adjacent to the restored
stream (near Reach 1). Poor survival may have resulted from soil infertility or drought. Herbaceous
vegetation on the lower half of the Site adjacent to the restored stream is not establishing well most likely
due to soil infertility.
Based on stream observations, the channel geometry compares favorably with the emulated, stable E/C
type stream reaches as set forth in the detailed mitigation plan. The current monitoring observations
demonstrate that dimension, pattern, and profile were stable over the course of the year 3 (2008)
monitoring period.
Clayhill Farms (final)
EEP Project Number.00018
Jones County, North Carolina
Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
December 2008
page 13
Stream problem areas within the Site included two stressed cross-vanes with failing right bank arms
resulting from a lack of footers. Additional inspections and monitoring of bed and banks up and
downstream of compromised structures is recommended prior to initiation of proactive maintenance
measures.
In summary, the Site achieved success criteria for vegetation and stream attributes in the Third
Monitoring Year (2008). The upper half of the Site achieved hydrology success criteria for the Third
Monitoring Year (2008).
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page 14
6.0. REFERENCES
Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2006. CVS-EEP Protocol for Recording
Vegetation, Version 4.0. (online). Available: http://cvs.bio.unc.edu/methods.htm.
National Oceanic and Atmospheric Administration (NOAA). 2004. Climatography of the United States
No. 20; Monthly Station Climate Summaries, 1971-2000. National Oceanic and Atmospheric
Administration, National Environmental Satellite, Data, and Information Service, National
Climatic Data Center, Asheville, North Carolina.
North Carolina Department of Transportation (NCDOT). 2006. Revised Wetland and Stream Mitigation
Plan for the Clayhill Farms Property, Jones County, North Carolina, TIP No. R-2105 WM.
Office of Natural Environment & Roadside Environmental Unit.
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, North Carolina Department of Environment, Health, and Natural Resources. Raleigh,
North Carolina.
Weakley, Alan S. 2007. Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas (online).
Available: http://www.herbarium.unc.edu/WeakleysFlora.pdf [February 1, 2008]. University of
North Carolina Herbarium, North Carolina Botanical Garden, University of North Carolina,
Chapel Hill, North Carolina.
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina page 15
APPENDIX A
YEAR 3 (2008) GROUNDWATER/SURFACEWATER GAUGE GRAPHS
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number.00018 December 2008
Jones County, North Carolina Appendices
(setpui) uoi;e;idioaad
Lq LO LO
('') N N T- c- O O
cu
d
ca
0
co
0
0
N_
M
L
E
L
ca
U-
t
U
C
O
N
t0
d
C
- a
' a
r
a. O
O
d
> *0
o c
ZW h
A
'a
N
H ?
N
N T
D
c
0
N
m
'
0
a C7
o
L t
8002/9/ L L
800Z/8Z/0 L
8002/OZ/0 L
800Z/Z L/0 L
8002/b/0 L
800Z/9Z/6
800Z/8 L/6
900Z/O L/6
800Z/Z/6
OOOZ/9Z/8
8002/L L/8
800Z/6/8
800Z/ L/8
8002/tIZ/L
800Z/9L/L
800Z/81L
8002/0£/9
8002/ZZ/9
8002/b L/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/9
KOM W9
8002/9/9
800Z/LZ/b
800Z/6 L/t,
800Z/L L/V
800Z/E/b
8002/9Z/£
800Z/8 L/C
800Z/0 L/£
8002/Z/E
N O w (O v N O N? O T O N r O O O N rt
N N N
(sayoui) Jane-j JOJeM
(sayaui) uoilelidioaJd
Lq LO Lq
M N N O O
ca
D
M
ev
C?
co
0
0
M
L
E
L
m
U.
s
e?
U
O
N
N
V ?
? N
3
?o
v
G> O
> a
Z W
D
N
a
0
d ?
T
Cl)
T V
CF)
c
3
O
L
un U
s o
?t
80027/5// 1 l
80OZ/8(,/0
800Z/OZ/0 l
8002/Z l/O l
800Z/b/O l
800Z/9Z/6
800Z/8 l/6
900Z/O l/6
9OOZ/Z/6
8002/5Z/8
800Z/L l/8
800Z/6/8
800Z/ L/8
800Z/tiZ/L
900M UL
800Z/8/L
8002/OE/9
8002/ZZ/9
800Z/bl/9
800Z/9/9
800Z/6Z/9
800Z/ l Z/5
8002/£ l/5
800Z/5/9
800Z/LZ/b
800Z/6l/b
800Z/ l 07
8002/£/b
800Z/9Z/£
800Z/8l/E
NOVO l/£
800Z/Z/E
d N O w C4 qT N O N C O O N V w w O N 'IT
I i i 1 -- -- N N N
(sayDui) Iana-l aa;eM
m
a
(say3ui) uoile;idiaaad
co N N O O
m
eo
C7
co
0
0
M C
M
L
c?
E
L
m
UL
t
a
m
U
C
O
V)
m "
CD v
tm
G
3
E w v
O O
O
C
z uj
"
N ?
V
c
y
(d "
Q? W N
N ?
as
3
0
?0
= o
?t
g.60
8002/5/ L L
8002/8Z/0 L
80OZ/OZ/0 L
8002/Z L/0 L
80OZ/b/0 L
800Z/9Z/6
80OZ/8 L/6
80OZ/O L/6
80OZZ/(Z±/6
800(,/7(,/0
8002/L W8
80OZ/6/8
800Z/ L/8
80OZ/bZ/L
MOM L/L
80OZ/8/L
8002/0£/9
8002/ZZ/9
80OZ/b L/9
800Z/9/9
80OZ/6Z/5
800Z/ L Z/5
800Z/£ L/5
800Z/5/5
8002/LZ/b
80OZ/6 L/b
80OZ/L L/b
8002/£/ti
8002/9Z/£
800Z/8 L/£
80OZ/O L/£
80OZ/Z/£
N O QO co I- N O N ? w w O N'T w w a N ?
? ? ? ? ? N N N
(say3ui) Iana-l JOIBM
(soipui) uoi;e;idiOOad
Lq a Ln
M N N •- r- O O
c?
,m
My
co
0
0
M
?v
L
m
E
L
m
U.
t
U
C
O
N
N v
C
3
s. O
0 O
> -0
O c
zui
r
N ? -
? V
NUN/ 6 l
800Z/8Z/0 L
800Z/OZ/0 L
8002/Z 6/0 6
800Z/b/0 6
800Z/9Z/6
800Z/8 6/6
90OZ/0 6/6
800Z/Z/6
800Z/5Z/8
90OZ/L 6/8
8007Z/6/(8]
80OZ/ 6/8
8002/lvZ/L
800Z/9 UL
8002/8/L
8002/0£/9
8002/ZZ/9
800Z/b 4/9
800Z/9/9
800Z/6Z/9
800MZ/9
800Z/£ U9
800Z/9/9
800Z/LZ/t,
800Z/6 6/b
800Z/ 6 6/b
8002/£/b
800Z/9Z/£
8002/8 6/£
90OZ/0 6/£
8002/Z/£
d N0o0(flIq (VON V 0wCDN V (0wCDNIt (000ONdT(DwCD
' ' --?--(V NNNNC'7cMMMM?
(sOyOUi) JOAO-j JO;eM
(sayoui) uoilelidl3GJd
Iq LO LO
M N N .- O O
4a
ca
d
M
co
0
0
0v
M
L
IM
E
L
m
LL
t
ea
U
C
O
N
(a N
? A
U a
C
3
s. 0
E
c
a
i
>?
0 c
Z w
f
c
0
ILA
(D r T
01 N
9
a?
c
0
i t
8002/5/L L
8002/8Z/0
8002/OZ/0 L
8002/Z M L
800Z/b/0 L
800Z/9Z/6
800Z/8 L/6
90OZ/0 L/6
800Z/Z/6
8002/5Z/8
800Z/L L/8
800Z/6/8
800Z/ L/8
8002/t"Z/L
800Z/9 L/L
800Z/OIL o
8002/0£/9
8002/ZZ/9
800Z/b L/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/5
8002/£ L/5
8002/S/5
800Z/LZ/b
800Z/6 L/b
800Z/L 07
800Z/£/ti
8002/9Z/£
800Z/8 W£
80OZ/0 L/£
800Z/Z/£
N O 00 (D IT N O N'IT 0 M O N 0 oO O N d' C O O N
-1 r c- - N N N N N Ch M
(say3ui) Jana-1 JOIBM
(soy:)ui) uoi;e;idIOOJd
LO Lq
M N N O O
e?
m
r?
W
co
0
0
m
M
L
E
L
m
u_
s
c?
U
N
m N
v! V
c
3
o
?0
E
o
>m
Zui
m„
Mod
N
O ?
r V
c elloi
7
0
N
Q? t0 T
c
0
L
.
? V
0
y
L L
c
C
800Z/9/6 L
800(,/8Z/0 L
8002/0(,/0 L
8002/Z L/0 L
800Z/b/0 L
800Z/9Z/6
800Z/8 L/6
90OZ/0 L/6
800Z/Z/6
800Z/9Z/8
800Z/L M
800Z/6/8
800Z/ L/8
8002/tIZ/L
800Z/9L/L
800Z/8/L
8002/0£/9
8002/ZZ/9
800Z/17L/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/9
800Z/£ L/9
800Z/9/9
800Z/LZ/b
800Z/6 Ov
800Z/L L/b
800Z/£/b
800Z/9Z/£
800Z/8 W£
800Z/0 L/£
8002/Z/£
CD 'IT N O w O 'It N O N 'IT CO w O N"T 0 w O N ,t co w O N V
r- I i I , -----N N N N N CM M M
(s9y3ui) Jono-j ao;eM
(sayouw) uoi;e;idioOad
LO LO
M N N O O
eo
c0
00
0
0
M
L
c0
E
L
m
u_
t
e0
V
C
O
(A
d
co
L O
rLn
V
E
O O
O c
zw
8007Z/(9 L L
800Z/8Z/0 L
8002/0(,/0 L
800Z/{Z., L/0 L
800Z/b/0 L
800Z/9Z/6
800Z/8 W6
800Z/0 L/6
800Z/Z/6
800Z/5Z/8
800Z/L L/8
800Z/6/8
800Z/ L/8
800Z/bZ/L
800Z/9L/L
8002/81L o
800Z/0£/9
8002/ZZ/9
800Z/VL/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/5
8002/£ L/5
800Z/5/9
8002/LZ/b
800Z/6 L/t,
goo Z/[ L/ti
800Z/£/b
8002/9Z/£
8002/8 L/£
8002/0 L/£
8002/Z/£
V N O 00 Cp ? N O N ? CO o0 O N ? CO 00 O N ? CO 00
N N N CV N
(sayoui) IOnO-1 JO;eM
N
a0 ?
D
r
c D
(sayoui) uoi;elidioaad
Lq m U?
Cl) N N • O O
ca
m
CD
co
0
0
co C-4
M
L
m
E
L
ca
u_
t
ey
C)
0 . .
N
T
9
?
n
w
v,
N
L o
o
>
a
o c
zw 2
800Z/5/ 4 4
8002/8Z/0 4
8002/OZ/0 4
800Z/Z 4/0 4
8002/V/0 4
800Z/9Z/6
800Z/8 4/6
800Z/0 4/6
800Z/Z/6
8002/5Z/8
8002/L 4/8
800Z/6/8
800Z/4/8
800Z/bZ/L
8002/94/L (D
to
800Z/8/L
8002/0£/9
8002/ZZ/9
800Z/b 4/9
800Z/9/9
800Z/6Z/5
800Z/ 4 Z/5
800Z/£ 4/5
8002/5/5
8002/LZ/tl
800Z/6 4/V
800Z/ 4 4/b
800Z/£/b
800Z/9Z/£
8002/8 4/£
800Z/0 W£
800Z/Z/£
? N O 00 CO ? N O N ? CD o0 O N ? CO oO O N ? CU 00 O
N N N N N M
(sayaui) Jana-j aajeM
(segoui) uoijej!dI3GJd
Lq LO Lq
co N N ?- O O
e?
e?
0
co
0
0
ov
M
L
ca
E
L
m
u_
s
ca
U
O
f/1 a
C
3
?. O
O
?
o =
ZW
low
0
d N
A
I'
Vl aD A
c
0
u? C7
=o
L?
7-7-7,
800Z/9/ 6 6
8002/8Z/0
8002/OZ/0 I,
NOW 6/0 6
8002/b/0 I,
800Z/9Z/6
800Z/8 6/6
800Z/O W6
800Z/Z/6
800Z/9Z/8
900ZIL l/8
800Z/6/8
800Z/ 6/8
8002/tIZ/L
800Z/9 6/L
tv
800Z/81L o
8002/OE/9
800Z/ZZ/9
8002/b 6/9
800Z/9/9
8002/6Z/9
800Z/ L Z/9
WOVE 6/9
800Z/9/9
800Z/LZ/b
800Z/6 6/b
NOV6l./1
8002/£/ti
800Z/9Z/£
800Z/8 6/£
900Z/O US
800Z/Z/E
ICT N O 00 (0 d N O N't co 00 O N It 0 00 O NIt (O 00 O
r `- r i ' ' ' c- r c-' - r N N N N N ('7
(sa43ui) Jana-1 aa;eM
0
cv
as
ca
0
0
0
0
O N
M
o L
V ?
E
L
m
u.
t
c?
U
(sayaui) uoile;idioaad
LO Lq
M N N ?- .- O
O
c
N
A
d
a?
o
> -a
o c
zw
c
0
fC
d m v
U) 1
c
a a.
? C7
s o
mCl)
8002/9/ 6 6
8002/8Z/0 6
80OZ/OZ/0 6
80OZ/Z 6/0 6
8002/b/O 6
80OZ/9Z/6
80OZ/8 6/6
80OZ/O 6/6
80OZ/Z/6
8002/9Z/8
80OZ/L 6/8
800Z/6/8
800Z/6/8
NOV Z/L
80OZ/96/L
8002/8/L
80OZ/0£/9
8002/ZZ/9
8002/K/9
800Z/9/9
80OZ/6Z/9
800Z/ 6 Z/9
80OZ/£ W9
8002/9/9
80OZ/LZ/b
80OZ/6 6/b
8002/6 6/b
800Z/£/b
8002/9Z/£
KOM 6/£
HMO 6/£
8002/Z/£
Owc019T NONIT 0 mON V (0wON V (0mONIq (0mO
, - - r- - - N N N CV N (h (h C7 (M C7
(sayaui) Jana-j aa;eM
(setpui) uoi}elidi38ad
Lq LO LO
co N N O O
eo
m
0
e?
C7
co
0
0
r N
M
'^ L
V (?
E
L
cu
LL
ca
V
O
R
d
C1
C
_
O
E O
> a
o c
zw
N
a?
c
0
.
O 9
W) V
t
,C OO
800Z/9/6 6
8002/8Z/0 I
800Z/OZ/O 6
8002/Z ?/0 6
8002/V/O 6
800Z/9Z/6
800Z/8 6/6
80OZ/O V6
800Z/Z/6
8002/9Z/8
8002/L 6/8
800Z/6/8
800Z/ 1./8
800Z/tIZ/L
800Z/9 VL
800Z/81L o
800Z/0£/9
8002/ZZ/9
800Z/b 6/9
800Z/9/9
800Z/6Z/9
800Z/ 2/9
8002/£ 6/9
800Z/9/9
8002/LZ/ti
800Z/6 U17
800z/ l 6/b
8002/£/b
8002/9Z/£
800Z/8 6/£
NOVO W£
800Z/Z/£
NOw0"ITNON V CD000N V 0waN't (000ON V'CD00
?`- ' ' ' ' r r?NNNNNCOcoCY)
(sa43ui) Jana-j aaIeM
ca
d
ea
C7
co
0
0
N N
M
o L
V ?
E
L
ca
u_
t
c?
U
(soyoui) uoile;idiooad
Lq L
co N N O
O
G ?
0
R
d
a!
c
0
m
,a C7
E4-
m o
o c
zw
8002/9/ L L
80OZ/8Z/0 L
80OZ/OZ/O L
8002/Z L/O L
80OZ/1/0 L
80OZ/9Z/6
80OZ/8 L/6
90OZ/O L/6
80OZ/Z/6
8002/9Z/8
8002/L L/8
80OZ/6/8
8002/L/8
8002/bZ/L
80OZ/9 L/L a;
80OZ/8/L
8002/O£/9
8002/ZZ/9
8002/b L/9
8OOZ/9/9
80OZ/6Z/9
800Z/ L Z/9
8OOZ/£ L/9
800Z/9/9
80OZ/LZ/b
800Z/6 L/b
80OZ/ L M,
8002/£/t,
8002/9Z/£
8002/8 L/£
NOVO L/£
8002/Z/£
N O w 0 A N O N V (0 co O N IT (0 w a N ? 0 w O N ? (0 w
' ' r r r- -- N N N (V N M I? M M C?
(s8y3ui) Jono-1 Jo;eM
i
(sayoul) uoi;e}idl3eJd
Lq LO Lq
c"7 N N O O
a
c?
(D
e?
C?
co
0
M N
M
'^ L
V (?
}
E
c?
LL
m
U
O
N
cs
d
a?
O
o
0
>?
O c
zw
R a?
d ?
3
o D
Lo
CD
O N
D
?U)
8002/5/ 4 4
8002/8Z/0 L
8002/OZ/0 L
800Z/Z L/0 L
8002/b/0 L
800Z/9Z/6
800Z/8 L/6
900Z/O L/6
800Z/Z/6
8002/5Z/8
900Z/L L/8
800Z/6/8
800Z/ W8
8002/bZ/L
800Z/9 L/L
eo
800Z/81L
800Z/OE/9
8002/ZZ/9
800Z/V L/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/9
8002/£ L/9
800Z/5/9
8002/LZ/b
800Z/6 L/V
800Z/L 07
8002/£/b
800Z/9Z/£
800Z/8 L/E
900Z/O L/E
800Z/Z/E
w m'IT N O N'T CO w O N 'CO w O N'T C4 w O N? w m O
- r- -- - N N N N CV M M M M M ?t
(sayOui) Jana-1 aa;eM
(setpui) uoi;elidl3GJd
LI? LO Lq
<) N N - - O O
ev
ea
R
00
0
0
le N
M
,^ L
V ?
E
L
R
LL
t
m
U
- - -- - - - - - - - - - - - - - -
C
0
R
cn
c
3
0
.0 L.
4)o
>?
o c
zw
N
0, T
m?
0
c 07i
R
c
0
?n C7
r o
V ? N
N
-- - - - ---------
8002/5/ L L
8002/8Z/0 L
8002/OZ/0 L
8002/Z L/0 L
8002/b/0 L
800Z/9Z/6
80OZ/8 L/6
90OZ/0 L/6
800Z/Z/6
8002/5Z/8
8002/L L/8
800Z/6/8
800Z/ L/8
8002/bZ/L
8002/9 UL
80OZ/8/L o
800Z/0£/9
8002/ZZ/9
8002/K/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/5
800Z/£ L/5
8002/5/5
800Z/LZ/b
800Z/6 L/tb
900z/ L 07
8002/£/b
800Z/9Z/£
800Z/8 L/£
8002/0 L/£
8002/Z/£
IT NOw(DIT N0N V 0w0NIq (0wC)NIg0w0Nd CDw0
?. I 1 ------NNNNNMC'?(?I?MIT
(s8y3ui) Iana-1 aa;eM
(sayoui) uoi;elid!oaad
Lq L
M N N O O
m
m
0
co
0
0
u7 N
M
'^ L
V m
E
L
m
u_
s
ca
V
800Z/5/ I L
8002/8Z/0 6
8002/OZ/0 6
8002/Z 6/0 6
800Z/1/0 6
800Z/9Z/6
800Z/8 6/6
8002/0 ?/6
800Z/Z/6
8002/5Z/8
8002/L ?/8
800Z/6/8
800Z/ 6/8
8002/bZ/L
800Z/96/L ar
800Z/81L G
8002/0£/9
8002/ZZ/9
800Z/b l/9
800Z/9/9
800Z/6Z/5
800Z4Z/5
8002/£ ?/9
8002/5/5
8002/LZ/ti
800Z/6 6/V
80024 07
8002/£/b
800Z/9Z/£
800Z/8 6/£
800Z/0 4/£
8002/Z/£
?NOOOC? ANON q-0maN I- mwaNd co co aN?000O
`- [ , 7 7 -" 7 r- CV N N N N C? M C? M M cr
(sayoui) Jana-1 JajeM
m
c?
C7
co
0
0
w N
M
'^ L
V ?
E
L
m
u_
t
ca
U
(sopui) uoilelidioaad
Lq LO Lq
M N N O
O
C
O
d
c
•3
L O
4) 16.
E O
> C
O c
zw
o
N ?
N T
\
v
a?
3
O
L
''
^^
? V
O
8002/5/ 6 6
8002/8Z/0 L
800Z/OZ/01
8002/Z 6/0 L
800Z/1/0 6
800Z/9Z/6
800Z/8 ?/6
800Z/O 6/6
800Z/Z/6
8002/5Z/8
800Z/L 6/8
800Z/6/8
800Z/l./8
900Z/bZ/L
800Z/96/L a;
800Z/81L
800Z/0£/9
8002/ZZ/9
8002/b 6/9
800Z/9/9
800Z/6Z/9
800Z/ 6 Z/5
8002/£ ?/9
8002/5/5
800Z/LZ/17
800Z/6 1/b
800Z/6 07
800Z/£/V
800Z/9Z/£
KOM U£
KOM 6/£
8002/Z/£
aw(O V NON V 0 w a T(OwC)N?(OwaNIf 0 w a N
' ---- N CV N N N M (M M C? CM
(say3ui) Iana-l aajeM
ca
d
c?
C?
co
0
I?- N
M
'n L
V (a
E
L
m
u_
t
ey
U
(sayoui) uoi;ejidIOGId
L U?
M N N O
O
- ? ----- -------- 8002/5/LL
O
C 8002/8Z/0 6
y -'ma'r 8002/OZ/O l
c
3 800Z/Z ?/0 6
.. o
800Z/b/0 L
a) 0 900 /9Z/6
z w 800Z/81/6
900Z/O 6/6
800Z/Z/6
800Z/5Z/8
900Z/L 6/8
800Z/6/8
80024/8
8002/bZ/L
800Z/9 6/L
900Z/81L o
8002/0£/9
8002/ZZ/9
8002/b 6/9
800Z/9/9
800Z/6Z/9
800Z/ 6 Z/5
8002/£ 6/5
0 800Z/9/9
?--' 8002/LZ/b
800Z/6l /b
M T
3 - 800Z/L 6/b
O
a c9 8002/£/b
800Z/9Z/£
800Z/8 6/£
800Z/Z/£
?NO00 (O?04 ON?O000N q(OQOON 4-W10ONIT (OOOON
I , -----NNCVNNMMMMM? V
(sa143ui) Iana-1 aaIeM
low,
m
40
ea
D
co
7
c4
CD
co
0
0
00 N
M
,^ L
V cc
E
cu
U.
t
es
U
(say3ui) uoi;elidl38Jd
L U?
co N N O
O
0 8002/5/
N
8002/8Z/0 L
80OZ/OZ/0 L
C
3
0 8002/Z 6/0 L
80OZ/b/0 6
> -oa 80OZ/9Z/6
O c
Z w 80OZ/8 6/6
80OZ/O ?/6
80OZ/Z/6
800Z/5Z/8
80OZ/L ?/8
ALM 80OZ/6/8
8002/6/8
8002/bZ/L
8002/96/L
8002/8/L
8002/OE/9
8002/ZZ/9
80OZ/14/9
" 800Z/9/9
80OZ/6Z/9
800z/6 Z/5
800Z/E 6/5
8002/5/5
8002/LZ/b
c 80OZ/6 6/b
3
"
O NOV 6 6/1
r BOOZ/E/V
?O
80OZ/9Z/E
to 80OZ/8 WE
90OZ/O 6/E
8002/Z/£
?N000(fl ?NONT(0 000N ?(D000N'T (000ON"T CD 00(D
-- ---NNN(V NMMc?(MM
(sayC)ui) Jana-1 JOJeM
(sayoui) uoi;elidIOQJd
lf? LO LO
M N N O O
e?
m
0
ev
C7
co
0
O) N
r v
M
'n L
E
L
cc
LL
t
U
C
0
N
d
C
3
L o
0 O
o c
zw
c
0
m
m
tm
c
3 y
=o
8002/5/ L L
8002/8Z/0 L
8002/OZ/0 L
800Z/Z L/0 L
8002/b/0 L
800Z/9Z/6
800Z/8 L/6
80OZ/0 L/6
800Z/Z/6
8002/9Z/8
800Z/L L/8
800Z/6/8
800Z/L/8
800Z/t,Z/L
8002/9 UL
(a
80OZ/8/L o
800Z/0£/9
8002/ZZ/9
8002/b L/9
800Z/9/9
800Z/6Z/9
800Z/ L Z/5
8002/£ L/5
800Z/5/9
8002/LZ/t,
800Z/6 L/b
800Z/L 07
800Z/£/b
800Z/9Z/£
8002/8 L/£
8002/0 L/£
8002/Z/£
O m 0 It N O N O w a N ?Y (O m a N? O m O N It
i ' - - r- - r- N N N N N (M M CM
(say3ui) Iana-l aa;eM
(sayaui) uoile;idiaaad
LO Lq
M N N O O
e?
D
c?
co
O
O
O N
N
M
,^ L
V (?
E
L
m
U-
t
ea
U
--
C -------------- ---
O
N
d
Gl
C
3
L
O
,,
nn
V
0
O
> 'a
O c
zw
U
m d?
m 9
C1
?. N
O T
L
rr
nn
? V
i-
tQ v
800Z/9/L L
8002/8Z/0 L
80OZ/OZ/0 L
80OZ/Z L/O L
800Z/b/0 L
8002/9Z/6
80OZ/8 L/6
90OZ/O L/6
80OZ/Z/6
8002/5Z/8
8002/L L/8
80OZ/6/8
80OZ/L/8
8002/tiZ/L
80OZ19L/L
800Z/8/L
80OZ/O£/9
80OZ/ZZ/9
8002/b L/9
800Z/9/9
80OZ/6Z/9
800Z/ L Z/5
8002/£ L/5
800Z/5/9
8002/LZ/tl
80OZ/6 L/b
8002/L L/b
8002/£/b
80OZ/9Z/£
80OZ/8 L/£
NOVO W£
8002/Z/£
O w 0 d N O N v (9 ao O N v CO w O N 0 w O N It 0
r ----- N N N N 1V M C7 C7 M
(sayaui) Jana-1 aa;eM
APPENDIX B
YEAR 2 (2007) GROUNDWATER/SURFACEWATER GAUGE GRAPHS
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina Appendices
(setpui) uoi4e4ldl3GJd
Lq LO Lq
co N N O O
a
it
m
D
0
m
ti
0
0
?j N
L
m
m
E
m
u_
t
U
0 LOOZ191
L L
9 LOOZ/8Z/0 6
LOOZ/OZ/0 6
3
i 0 LOOZ/Z M.
y
LOOZIWO
0
> a LOOZ/9Z/6
0 c
z w LOOZ/8 L/6
LOOZ/O 6/6
LOOZ/Z/6
?D
LOOZ/9Z/8
LOOZ/L 6/8
LOOZ/6/8
y LOOZ/ 6/8
LOOZ/tIZ/L
y LOOZ/9 UL
v m e0
LOOZ/8/L
° LOOZ/0£/9
LOOZ/ZZ/9
y LOOZ/b 6/9
m
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ l Z/9
LOOM l/9
c
ai LOOZ/9/9
e?
LOOZ/LZ/b
V/ y
n 0
LOOZ/6 07
a LOOZ/6 M7
Lo 0
4- LOOZ/£/b
o
LOOZ/9Z/£
co ? E
LOOZ/8 M
LOOZ/0 6 /£
LOOZ/Z/£
O CO CO N O N V O m O N O w O
r i 1 -1 r r r - Cy
(say0ui) Iana-l aa;eM
(mpui) uoi;elidiaaad
L Lq
CY) N N ?- O O
D
as
m
O
0
N
N
L
ea
(D
E
L
cc
U.
t
co
U
- - - - - - - - - - - - - -
O
N
?
m
U)
c
3
o
O
O =
zw
T
A
r 9
N
N A
c 9
N
N ?
a
a
I
h ?
N l0
9
O
N
N
a?
O
to 0
o
s
?05
LOOZ/9/l l
LOOZ/8Z/O 6
LOOZ/OZ/O 6
LOOZ/Z 6/0 ?
LOOZ/b/0 6
LOOZ/9Z/6
LOOZ/8 ?/6
LOOZ/0 6/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L 6/8
LOOZ/6/8
LOOZ/ l/8
LOOZ/tiZ/L
LOOZ/9 ?/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/17 U9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/5
LOOM 6/5
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 07
LOOZ/6 LAI
LOOZ/£/b
LOOZ/9Z/£
LOOM 6/£
LOOM 6/£
LOOZ/Z/£
O w CO ? N O N V (O m O N (0 w O N't
i i i 1 - - r - - N N N
(sa43ui) Jana-j JOIBM
d
(sayaui) uoile;idiaaJd
Lq Lq Lq
M N N ?- O O
m
ca
ti
0
M N
N
L
d
E
cu
u_
t
ea
U
0
ca
d T
,?
Cl)
c
o
E o D
> -a
0 c
zw
N ?
9
N ?
a ?
v
v
N
N a
a
c
0
m
N
n m
C ?
0
u? C?
= o
LOOZ/9/ L L
LOOZ/8Z/0 L
LOOZ/OZ/0 L
LOOZ/Z L/0 L
LOOZ/b/0 L
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/L/8
LOOZ/bZ/L
LOOZ/9L/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/9
LOOZ/£ L/9
LOOZ/9/9
LOOZ/LZ/b
LOOZ/6 L/b
LOOZ/L L/b
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 L/£
LOOZ/0 L/£
LOOZ/Z/£
O 00 CO N O N CO 0o O N ? CO co
(sayoui) Jana-j aa;eM
(sayoui) uoilelidl3GJd
L
co N N r O O
e?
rea
V
ti
0
0
N
L
E
m
U-
t
e?
v
r N
O T
?v
a?
a?
c
0
V ? A
E o
> -a
O c
zw
T
A
d
0
u
? T
.
D
V
c
0
ca
'm
V, 7-m:
c
0
W) C9
.c 0
LOOZ/5/ 6 6
LOOZ/8Z/0 6
LOOZ/OZ/0 6
LOOZ/Z 6/0 6
LOOZ/17/0 6
LOOZ/9Z/6
LOOZ/8 6/6
LOOZ/0 6/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L 6/8
LOOZ/6/8
LOOZ/ W8
LOOZ/17Z/L
LOOZ/96/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/176/9
LOOZ/9/9
LOOZ/6Z/5
LOOZ/ 6 Z/5
LOOZ/£ 6/5
LOOZ/5/5
LOOZ/LZ/17
LOOZ/6 6/17
LOOZ/6 6/17
LOOZ/E/17
LOOZ/9Z/£
LOOZ/8 6/E
LOOM 6/£
LOOZ/Z/£
O W 0 g N O N ,t 0 W O N T O M O N'It 0 W O N'It (D W O
NNNNNCMMCMMM?
(sayOui) Jana-1 aa;eM
(say:)ui) uoi;elid!OOJd
Lq Iq Lq
M N N O O
c?
D
0
rc?
V
O
0
Lo ?j N
L
E
L
m
U.
s
c?
V
- - - - - - - - -? - - -
C
O
N
d
^
''
v/
w
c
3
o
0 w
N N
m
O
c
z w
w
N ?
V
w
a m
A
a
c w
N A
0
N
m
0)
c
0
Ln w
o N m
LOOZ/5/L L
LOOZ/8Z/0 L
LOOZ/OZ/0 L
LOOZ/Z L/0 L
LOOZ/ti/0 L
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/L/8
LOOZ/tIZ/L
ZOOM UL F;
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/5
ZOOM L/5
LOOZ/5/5
LOOZIZZ/b
LOOZ/6 L/b
LOOZ/L L/b
LOOZ/£/b
LOOZ/9Z/£
ZOOM L/£
LOOM L/£
LOOZ/Z/£
Iq N O m C0 A N O N V' w m a N 0 w a NIt 0 w O N
`- ' I ' ' - - - - N N N 1V N cM ch
(sa143ui) Iana-1 aa;eM
(sepui) uoi;e;idiaaad
Lq
co N N •- O O
ca
C?
ti
0
0
co
N
L
?^y
L
cc
U-
t
ea
V
LOOZ/94 6
LOOZ/8Z/O ?
LOOZ/OZ/O ?
LOOZ/Z WO 6
LOOZ/b/0 6
LOOZ/9Z/6
LOOZ/8 ?/6
LOOZ/0l/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L 6/8
LOOZ/6/8
LOOZ/ W8
LOOZ/tZ/L
LOOZ/9?IL 4;
LOOZ/8/L
LOOZ/0£/9
LOOZIZZ/9
LOOZI 6/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ 6 Z/5
LOOZ/£ U9
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 6/b
LOOZ4 Ut,
LOOZI£lb
LOOZ/9Z/£
LOOZ/8 6/£
LOOM l/£
LOOZ/Z/£
O m (4 It N O N;T O w a N d' (O m O N cf C O O N If
r- N N N N N M (M M
(sayaui) Jana-j aa;eM
O
d
N
A
D
r
3
o
o
c
2 W N?
a
N
N T?
N
M T
a
N
N
T
N D
O
N
a T
? v
c
0
? C9
O
t N
` ? N V
(sayoui) uoile4!di38ad
Lq Lo Lo
co N N - O O
Ila
m
In
d
ti
0
0
tiC
N
L
}
E
L
m
u_
t
ea
U
N
0 ?
LOOM ?/ 1 1
LOOZ1911 ?
LOOZ/8Z/0 6
LOOZ/OZ/01
LOOZ/Z 6/0 6
LOOZ/ti/0
LOOZ/9Z/6
LOOZ/8 6/6
LOOM 6/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L 6/8
LOOZ/6/8
LOOZ/ 9
LOOZ/bZ/L
LOOZ/9 ?/L
es
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/t'6/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ 6 Z/5
MOVE [/9
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 07
LOOZ/l. t,
LOOZ/£/b
LOOZ/9Z/£
LOOM HE
LOOZ/M/£
LOOZ/Z/£
Om o IT NONlgmwoNlq-omON romaN To ma
N N N N N M M M M M ?t
(sayoui) Jana-j aajeM
(S043ul) uoi;elidiOOad
Iq LO Lq
M N N r- O O
ea
e?
d
c?
0
1 -
0
0
co C
N
L
C4
E
L
m
u_
t
c?
V
------------
r-
0
(Q N
c
a?
C
3
O
? C7
0 o
> a
°w
z
LOOZ/5/L L
LOOZ/8Z/0 L
LOOZ/OZ/O L
LOOZ/Z L/0 L
LOOZIWO L
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/bZ/L
LOOZ/9 UL
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/5
LOOZ/ L Z/5
LOOZ/£ L/5
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 L/t,
LOOZ/ L L/b
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 L/£
LOOM L/£
LOOZ/Z/£
O 00 CO d' N O N V (O 00 O N ? CO 00 O N d'
i i i r r r r r N N N
(SBgDUi) JOAO-j JOaeM
(soyoui) uoilelidiooad
Lq LO LO
M N N O O
m
m
d
m
C7
ti
0
0
oN
N
CD a-
m
E
m
u_
t
V
?a
d
•3
Lo
o
o c
N
? T
D
zw
D
T
A
? D
D -
d w?
0
N A 1???
N
A ?
D
c N
N T
N N
D
H
0
L
? C9
= o
N
!O t0 r ?
D
LOOZ/5/L L
LOOZ/8Z/0 L
LOOZ/OZ/0 L
LOOZ/Z L/0 L
LOOZ/b/0 L
LOOZ/9Z/6
LOOM L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/bZ/L
LOOZ/9 L/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/5
LOOZ/£ L/5
LOOZ/5/5
LOOZ/LZ/t,
LOOZ/6 L/b
LOOZ/ L 07
LOOZI£lb
LOOZ/9Z/£
LOOZ/8 L/£
LOOM L/£
LOOZ/Z/£
OwCo;T NONqT COmON?t0wCD N 0w CD NgC4co O
CV N N N N M M M M M
(soyoui) Jono-j aa;eM
(sayaui) uoilelidioaad
Ll? LO LO
m N N O O
a
c?
d
ea
C?
ti
0
0
O N
N
C7 c`v
m
E
L
m
U.
t
ea
U
-- - - - -
C
O
to
R
d
a?
c
3
t O
E o
T
0a v - -L
Z W
A
D
N
V R
D
N
? A
D?
O
L
tp 0
r W
t O H
y.? N T
L L ? \
to D \y_
LOOZ/9/L L
LOOZ/8Z/0
LOOZ/OZ/O L
LOOZ/Z L/0 L
LOOZ/b/0 L
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/tiZ/L
LOOZ/9 UL
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/9
LOOZ/£ L/9
LOOZ/9/9
LOOZ/LZ/t,
LOOZ/6 Ml
LOOZ/L L/b
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 L/£
LOOM W£
LOOZ/Z/£
O w CO IT N O N qT CO w a N IT Cfl w a N ? CO w a N ? CO w O
r c- N N N N N C? C? C? C? C? tY
(sayaui) Jana- aa;eM
e?
ea
d
0
ea
t7
ti
0
0
r N
N
C7 c`?
m
E
L
cu
u_
t
c?
V
LOOZ/9/L L
LOOZ/8Z/0 L
LOOZ/OZ/O L
LOOZ/Z L/0 L
4) L.
LOOZ/ti/0 L
E 4m
4) 0
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/bZ/L
LOOZ/9 UL
ZOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/9
LOOZ/£ L/9
LOOZ/9/9
LOOZ/LZ/t,
LOOZ/6 M7
LOOZ/L L/b
LOOZ/£/ti
LOOZ/9Z/£
LOOZ/8 L/£
LOOZ/0 W£
LOOZ/Z/£
(O?NON ?wwC)N gT0wON g0wCDN q 0wC)N
- r- - - N N N N N cM cM CM cM C?
(sa43ui) Jana-1 aajeM
r
O
(sayoui) uoi;elidiaaad
Lq U? Lq
co N N - O O
(S043ul) uoi;elidl3GJd
L Lq
M N N r- r O O
m
c?
D
m
C7
ti
0
0
N N
N
0 m
d
}
E
L
m
u_
t
m
u
O
d
Cl)
7711
,.
M ? 7
•3 D
O
? C7
E o
>
O c
z w
T? -
D \
M T
D \
D
M ?
D
N
M ?
D
?+
N
N A
O D
cc
m
M T
D
c
O
L
,,
^^
V
o
LOOZ/9/L L
LOOZ/8Z/O L
LOOZ/OZ/0 L
LOOZ/Z L/0 L
LOOZ/b/0 L
LOOZ/9Z/6
LOOZ/9 L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L L/9
LOOZ/6/9
LOOZ/ L/9
LOOZ/bZ/L
LOOZ/9 L/L a
LOOZ/8/L
LOOZ/OE/9
LOOZ/ZZ/9
LOOZ/bL/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/9
LOOM L/9
LOOZ/9/9
LOOZ/LZ/b
LOOZ/6 L/b
LOOZ/L L/t,
LOOZ/E/t,
LOOZ/9Z/E
LOOM L/C
LOOM L/C
LOOZ/Z/E
O w (0 d' N O N Nr O w O N Iq (D w O N Iq (O w O N
i i ' ' ----- N N N N N M (?
(sayOui) Jana- aa;eM
c?
D
0
e?
0
ti
0
0
M N
N
0
m
}
E
L
m
u_
:E
e?
U
LOOZ/5/6
LOOZ/8Z/0 6
LOOZ/OZ/0 6
LOOZ/Z 6/0 6
LOOZ/ti/0 6
LOOZ/9Z/6
LOOZ/8 6/6
LOOZ/06/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L 6/8
LOOZ/6/8
LOOM 19
LOOZ/tbZ/L
LOOZ/96/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/tI6/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ 6 Z/S
LOOM 6/5
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 M7
LOOZ/ 6 6/b
LOOZ/£/Y
LOOZ/9Z/£
LOOZ19 6/£
LOOM 6/£
LOOZ/Z/£
O w O v N O N ?t (9 ao O N CO ao O N (O oo O N v 0
' r r- N N CV N N M M M M
(say3ui) Iana-1 AGIBM
D
(sauaui) uoije;id!39Jd
Lq Lq U?
c7 N N O O
(sayaui) uoilelidiaaad
Lq L
M N N O O
m
a
4)
0
m
0
ti
0
0
14 N
N
'^ L
V ?
Q?
E
L
m
u_
t
U
- - -
O
m
m
a?
3
0
.Q 0
0o
>?
o c
z w
LOOZ/5/L L
LOOZ/8Z/0 L
LOOZ/OZ/O L
LOOZ/Z L/0 L
LOOZ/b/0 L
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/0 W6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L W8
LOOZ/6/8
LOOZ/L/8
LOOZ/tiZ/L
LOOZ/9L/L ar
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/9
LOOM L/5
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 Wb
LOOZ/L 07
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 L/£
LOOM L/£
LOOZ/Z/£
Owm't N 0 N V CflOCD N ?0wCDN V OOOON'I CD OCD
' --•- - N N N N N M C? M M M
(sayaui) lana-1 aaleM
(sayoui) uoilelid!DGJd
L Lq
M N N O O
ra
D
W
c?
ti
0
0
Lo N
N
v
?
A,
W
E
L
m
LL
t
m
u
LOOZ/5/L L
LOOZ/8Z/0 L
LOOZ/OZ/0 4
LOOZ/Z L/0 L
LOOZ/b/0 L
LOOZ/9Z/6
LOOZ/8 L/6
LOOM L/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/tiZ/L
LOOZ/9 UL
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/t, L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/5
LOOZ/£ L/5
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 L/ib
LOOM L/ti
LOOZ/£/b
LOOZ/9Z/£
LOOM L/£
LOOM L/£
LOOZ/Z/£
00 CO ? N O N V (O 00 O N ? CO 00 O N ? CO 00 O N ? CO
r r- N N N N N M M M M
(say3ui) JOAO-] aaIeM
C
d
N
CSI N
m
c D
3
o
N
O
E
D
CI
> a
o c
zw
N?
N ?
D
?
D
D
N _
D
N
N ?
D
D
D
N
10 ?
D
c N
a
A
o
v
i
D
?
d
N N
? 'o m
D
C
0
Lo
D
o
?
?
(smpui) uoilLI!dioaJd
a L
M N N O O
a
4a
m
0
d
m
C?
ti
0
0
to cm
N
m
d
E
L
m
u_
t
a
m
U
. . -
O
N
in
3
O
E?-
o -°-
> 3
a
o c ;
w
z w
0
c
o
m
m
0
Lo C7
?w
o y
` tr N
C
LOOZ/5/ 6 6
LOOZ/8Z/O 4
LOOZ/OZ/O L
LOOZ/Z 6/0 L
LOOZ/ti/0 1
LOOZ/9Z/6
LOOZ/8 6/6
LOOZ/0l./6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L 6/8
LOOZ/6/8
LOOZ/ l/8
LOOZ/VZ/L
LOOZ/9l/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b 6/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ l Z/9
LOOZ/£ U9
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 07
LOOZ4 6/b
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 6/£
LOOM/ /£
LOOZ/Z/£
co ? N O N'T w w a N V w w a N "t (O w a N It w w a N
- - - •-- N (V (V N N M M M M M
(sayDui) Jana-j JOIBM
m
v
(sayoui) uoi;elld!OGJd
Lq Lq U?
M N N O O
e?
0)
ea
C?
ti
0
0
1- N
N
d
E
L
cu
u_
t
m
U
LOOZ/9/6 6
LOOZ/9Z/O 6
LOOZ/OZ/O 6
LOOZ/Z 6/0 6
LOOZ/b/0 6
LOOZ/9Z/6
LOOZ/9 6/6
LOOZ/06/6
LOOZ/Z/6
LOOZ/9Z/9
LOOZ/L 6/9
LOOZ/6/9
LOOZ/ 6/9
LOOZ/bZ/L
LOOZ/9 UL
to
LOOZ/9/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b /9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ 6 Z/9
LOOM 6/9
LOOZ/9/9
LOOZ/LZ/b
LOOZ/6 M,
LOOZ/ 6 6/b
LOOZ/£/b
LOOZ/9Z/£
LOOZ/9 6/£
LOOM 6/£
LOOZ/Z/£
O OO CO ? N O N? CO O0 O N d CO O0 O N "t 0 m a N "t m w 0 N
NNNNNMMMMMIT qT
(sa43ui) Jana- aa;eM
m
4a
m
m
C7
ti
0
0
co N
N
m
}
E
L
m
u_
t
m
U
LOOZ/5/ L L
LOOZ/8Z/0 L
LOOZ/OZ/0 L
LOOZ/Z L/0 L
LOOZ/b/0 L
4) 0
LOOZ/9Z/6
LOOM L/6
LOOZ/0 L/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/tZ/L
LOOZ/9 UL
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/t L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/5
LOOM L/5
LOOZ/5/5
LOOZILZ/b
LOOZ/6 L/b
LOOZ/ 1131
LOOZ/£/b
LOOZ/9Z/£
2 U) LOOZ/8 L/£
LOOM L/£
LOOZ/Z/£
O M CO ? N O N V m w a N V m M O IN It O 00 O N V CO
I I I 1 - -1 ?-- N N N N N fh M Ch C7
d
0
D
(sayaui) Jana-1 JOJeM
(sayaui) uoilelidioaJd
U? LO U?
M N N O O
e?
d
c?
0
ti
0
0
Q) N
N
4)
E
L
m
u_
eo
U
LOOZ/9/L L
LOOZ/8Z/O L
LOOZ/OZ/O L
LOOZ/Z L/0
LOOZ/,/0 L
LOOZ/9Z/6
LOOZ/8 L/6
LOOZ/O L/6
LOOZ/Z/6
LOOZ/9Z/8
LOOZ/L L/8
LOOZ/6/8
LOOZ/ L/8
LOOZ/bZ/L
LOOZ/9 L/L
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b L/9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ L Z/9
LOOZ/£ L/9
LOOZ/9/9
LOOZ/LZ/b
LOOZ/6 L/V
LOOZ/L M7
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 L/£
LOOZ/0 L/£
LOOZ/Z/£
OOD (D?NON?mmONq'OwON 000ON"t OmO
i i i ' ----r-NNNNCV C?'?C?'?C?I
°'
m
0
(sayOui) Jana-1 aa;eM
(sayoui) uoile;id!OGJd
Lq LO LO
M N N O O
(sayoui) uoi;e;idpO-ld
M N N O O
a
c?
0
d
c?
C7
ti
0
0
CD N
N
N
C7 e`a
d
E
L
m
u_
ea
U
O
R
N ?
N a
as
c
3
o
? C7
E o
>
O c
zw
T
a
N r A i
CO
?v
co
N
? a
0
a C7
? T
s o
V ? N
a
co
LOOZ/5/ l l
LOOZ/8Z/0 6
LOOZ/OZ/0 ?
LOOZ/Z 6/0 6
LOOZ/b/0 6
LOOZ/9Z/6
LOOM ?/6
LOOZ/0 6/6
LOOZ/Z/6
LOOZ/5Z/8
LOOZ/L U9
LOOZ/6/8
LOOZ/ 6/8
LOOZ/tiZ/L
LOOM UL
LOOZ/8/L
LOOZ/0£/9
LOOZ/ZZ/9
LOOZ/b U9
LOOZ/9/9
LOOZ/6Z/9
LOOZ/ 6 Z/5
LOOZ/£ U9
LOOZ/5/5
LOOZ/LZ/b
LOOZ/6 07
LOOZ/? 07
LOOZ/£/b
LOOZ/9Z/£
LOOZ/8 6/£
LOOM W£
LOOZ/Z/£
O w co 't N O NIt O w O N ?t CD w O N'IT O w O N't CO w O
NNNNNMCMMMM?
(say3ui) Jana-1 JOJeM
APPENDIX C
YEAR 1 (2006) GROUNDWATER/SURFACEWATER GAUGE GRAPHS
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina Appendices
(sauoui) uoilelidioaad
Iq U? I Iq
It 't ce) co N N ?- O O
e?
d
(7
m
0
0
L
}
E
L
m
LL
t
U
9002/OZ/L L
_. ----- --- - - 9002/ZL/LL
--? -
° 9002/ib/ L L
N
c?
90OZ/LZ/0
c a 900Z/6 L/0
3
0 900Z/ L L/0
° 4- 900Z/£/0 L
E 4- > M 9002/5Z/6
° C w V
Z LLJ
9002/L L/6
900Z/6/6
900Z/ L/6
9002/bZ/8
T ?
900Z/9 L/8
o 900Z/8/8
900Z/ L £/L
9002/£Z/L
900Z/9 HL
9002/L/L
900Z/6Z/9
900Z/ L Z/9
9002/£ L/9
900Z/5/9
9002/8Z/5
9002/OZ/9
9002/Z L/5
o "
N
d 900Z/b/9
Gn
900Z/9Z/17
0 900Z/8 L/t,
0
C? 90OZ/0 L/b
° 9002/Z/b
t
N 9002/5Z/£
------_--- ---- 9002/L L/£
900Z/6/£
900Z/ L/£
O Co co Iq N O N (0 CO O N ?t (0
(say3ui) Jana-1 JOJeM
a
c?
O
d
ec
0
m
0
0
04 04
r
L
E
L
m
u.
t
U
(seg3ui) uoi;e;idl38Jd
Lq Lq Lq Lq Iq
? Iq co co N N .-- O O
- - - - - - - - - - --- : A L
c
0
N
e0
cn n m
a?
c
3
L 0
,,L^^
V
E 0
o c
zw
N
N
N m
'O
N
C
N
O ?0
r-
0
N
?v -
a?
c
.3
0
L W
v>C9 ;;
o
?t
a?
2ch
9002/OZ/6 6
9002/Z 6/6 6
9002/b/ 6 6
9002/LZ/0 ?
900Z/6 M 6
900Z/ 6 6/0 6
9002/£/0 6
9002/5Z/6
90OZ/L 6/6
900Z/6/6
900Z/ ?/6
900Z/1vZ/9
900Z/9 ?/9
900Z/9/9
900Z/ l £/L
900Z/£Z/L
900Z/9 UZ
ca
9002/L/L
900Z/6Z/9
900Z/ l Z/9
9002/£ 6/9
900Z/5/9
9002/9Z/5
9002/OZ/9
9002/Z 6/9
900Z/b/9
9002/9Z/b
900Z/9 6/t,
90OZ/0 6/t,
900Z/Z/t,
9002/5Z/£
90OZ/L 6/£
900Z/6/£
900Z/ 6/£
O co CO N O N ?f CO co O N 't CO
(sayDui) Jana-j aa;eM
m
it
m
m
C?
m
0
0
M N
? L
E
L
m
U.
t
m
U
(sayoui) uoi;e;id!38ad
U? Lq L
14, lzt co co N N
Lq
r- O
O
9002/OZ/L L
900Z/Z L/ L L
9002/b/L L
900Z/LZ/0 L
900Z/6 L/O L
900Z/ L L/0 L
900Z/£/0 L
900Z/5Z/6
900Z/L L/6
900Z/6/6
900Z/ L/6
9002/bZ/8
900Z/9 L/8
900Z/8/8
900Z/ L £/L
9002/£Z/L
900Z/9 L/L
?a
900Z/L/L
900Z/6Z/9
900Z/ L Z/9
9002/£ L/9
900Z/5/9
900Z/8Z/9
9002/OZ/9
9002/Z L/5
900 Z/t,/9
9002/9Z/b
900Z/8 L31
900Z/O W,
9002/Z/b
9002/5Z/£
900Z/L L/£
900Z/6/£
900Z/ L/£
O
r
O O Cfl T N O N CO O O N Iq
(sa43ui) Jana-j aa;eM
(seg3ui) uoi;e;idIDOJd
U? U? U? U? U?
'I 'I co co N N r- O O
ca
c?
D
CD
cc
0
0
L
d
E
m
LL
t
e?
U
9002/OZ/L
-- ------ ------ 9002/Z
c
9002/lv/L
N
c0
in 9002/LZ/0 L
c 9002/6 M L
3
O 900Z/L L/O L
N A
E 9 900Z/£/0 L
c
z w 900Z/5Z/6
90OZ/L L/6
900Z/6/6
900Z/ L/6
900Z/17Z/8
900Z/9 L/8
900Z/8/8
90OZ/ L £/L
900Z/£Z/L
900Z/9 L/L
900Z/L/L
900Z/6Z/9
r T
Z/9
900M V9
9002/£ L/9
mmmmmmm 9002/S/9
9002/8Z/5
9002/OZ/9
c 9002/Z L/5
O
9002/17/5
m
(n 9002/9Z/b
3 900Z/8 M,
O
9002/0 L/b
tfy ? a
c O 900Z/Z/b
v ?
9002/5Z/£
--- ---- ---- 9002/L L/£
900Z/6/£
900Z/ L/£
O co co IT N O N It (0 ao O N ? (o
(sayOui) Cana-1 JOIBM
(sauoui) uoilelid!OGJd
Lq Lq Lq Lq Lq
"f' ? co C7 N N - - O O
e?
e?
0
c?
0
(0
0
0
LO L
CD
E
L
m
LL
t
e?
U
9002/OZ/ 4 4
-- ---.-- ----}- 9002/Z4/44
° 900Z/b/ 4 4
90OZ/LZ/0 4
c 900Z/6 4/0 4
3
0 900Z/ 4 M 4
E c 900Z/£/0 4
d
o' c 900Z/9Z/6
z ui
90OZ/L 4/6
N
t0 T
" D 900Z/6/6
900Z/ 4/6
9002/tiZ/8
N 900Z/9 4/8
900Z/9/9
900Z/ 4 £/L
90OZ/£Z/L
900Z/9 4/L
N 9002/L/L ?
n ?
900Z/6Z/9
900Z/4Z/9
9002/£ 4/9
900Z/5/9
900Z/9Z/5
9002/OZ/9
a
0 9002/Z U9
_
y 9002/17/5
co
a? 900Z/9Z/17
c
0 90OZ/8 4/17
L
C9 N 9002/0 UP
?- Tm
_ ° 9002/Z/b
L
2 in 9002/5Z/£
---4-- 90OZ/L 4/£
900Z/6/£
900Z/ 4/£
N O 00 (O "T N O N (o 00 O N ct CO
(say3ui) Jana- aa;eM
(sayaui) uoile;idiaaJd
Lq Lq Lq Lq Lq
d N' M co N N - O O
m
m
0
to
0
0
Co 0
L
m
d
E
L
m
LL
t
m
u
N
R
d
N a r
M A
c
3
L 0
? C7
E o
> 'a
0 c
zw
"
N A
V
"
n ?
"
v
"
N ?
"
D
N A
V
"
m L
c
0
"
cn n y
c
.3 "
M ?
0 9
u? C7
O "
}1 M ?0
CL ,,L^^ V
C V/
9002/OZ/ L L
9002/Z L/ L L
9002/b/L L
9002/LZ/0 L
900Z/6 L/0 L
900Z/ L L/0 L
900Z/£/0 L
900Z/5Z/6
90OZ/L L/6
900Z/6/6
900Z/ L/6
900Z/17Z/8
900Z/9 L/8
900Z/8/8
900Z/ L E/L
9002/EZ/L
900Z/9 UL a;
900Z/L/L
900Z/6Z/9
900Z/ L Z/9
9002/£ L/9
900Z/5/9
9002/8Z/5
9002/OZ/9
9002/Z L/5
9002/tb/9
900Z/9Z/t,
900Z/8 07
90OZ/0 L/ti
9002/Z/t,
9002/5Z/E
90OZ/L L/E
900Z/6/E
900Z/ L/E
O Co (0 IT N O N O QO O N "t O
(sayaui) lana-1 aa;eM
(sayoui) uoile;idi:)aJd
U? L
V d () M N N c- r O O
m
a-+
m
a
d
m
C?
co
0
0
ti
L
m
d
}
E
L
m
LL
t
co
U
9002/OZ/L L
------ --' 9002/ZL/LL
c
° 9002/ti/ L L
c'n 900Z/LZ/0 L
V! N
c M ° 900Z/6 L/0 L
3
0 9002/ L L/O L
E 9002/£/0 L
o
o 900Z/5Z/6
zw
900Z/L L/6
N
V ?.
" 900Z/6/6
900Z/ L/6
9002/tiZ/8
900Z/9L/8
900Z/8/8
900Z/ L £/L
9002/£Z/L
900Z/9 UL
900Z/L/L
m ?
900Z/6Z/9
900Z/ L Z/9
N
9002/£ L/9
900Z/9/9
900Z/8Z/9
9002/OZ/9
c 900Z/Z L/9
m 9002/17/5
9002/9Z/b
0 900Z/8 L/b
u? C7 9002/0 L/ti
9002/Z/ti
g co 9002/5Z/£
------ -- L - 900Z/LL/£
9002/6/£
900Z/ L/£
O 00 CO d N O N c0 ao O N q O
(say3ui) Cana-1 aa;eM
(sauaui) uoilelidiaaJd
U? Lq Lq Lq Lq
V d M co N N - - O O
e?
C?
W
0
0
00 C14
L
ea
Q
E
L
m
U.
t
c?
V
9002/OZ/6 L
------ - - 900Z/ZM/
0 9002/b/ L L
''m^ 9002/LZ/0
N ?.
= M ° 900Z/6 M 4
S
0 900Z/ 6 6/0 6
m
9002/£/0 L
> 0
900Z/5Z/6
0 c
z w 900Z/L ?/6
n T
900Z/6/6
900Z/ 6/6
900Z/17Z/8
900Z/9 l/8
900Z/8/8
900Z/ 6 £/L
N
F
9002/£Z/L
900Z/9 6/L
N 9002/L/L
N 9 ?- 900Z/6Z/9
900Z/ 6 Z/9
T
9002/£ 6/9
900Z/5/9
900Z/8Z/9
9002/OZ/5
c a 9002/Z 6/5
0
R 9002/b/9
900Z/9Z/17
rn
c
3 900Z/8 UIV
900Z/O l/b
?n 0
s o 9002/Z/ti
at900Z/5Z/£
900Z/L WE
9002/6/£
900Z/ 6/£
O o0 co N O N Nr CO a0 O N d c0
(sa43ui) JOAO-1 JOIBM
(sayaui) uoi;eaidi:)aad
Lq U? Lq LIQ Lq
? 't M M N N - O O
ea
ea
cc
0
0
a?
L
E
cc
U-
t
A
U
9002/OZ/L L
-- -___ ------ --- 9002/ZL/LL
c
° 900Z/b/L L
y
9002/LZ/0 L
V/ N
c m 900Z/6 M L
0 900Z/ L L/0 L
? C7
E c 900Z/£/0 L
m
'o = 900Z/9Z/6
zw
90OZ/L L/6
S D 900Z/6/6
900Z/ L/6
9002/tiZ/8
900Z/9 L/8
900Z/8/8
900Z/ L £/L
9002/£Z/L
900Z/9 UL
9002/L/L
900Z/6Z/9
N T? 900Z/LZ/9
A
9
N 9002/£ L/9
9002/S/9
900Z/8Z/9
9002/OZ/9
c D
0 9002/Z L/5
w
900 Z/V/9
= 900Z/9Z/ti
3 900Z/8 Wb
0
u? C7 9002/0 M7
_ ° " -am 900Z/Z/b
9002/5Z/£
- - - 9002/L L/£
900Z/6/£
900Z/ L/£
O co CD N O N CO 00 O N (p
(sa43ui) Jana-j aa;eM
e?
m
m
C7
m
0
0
O N
r -
C7 m
d
E
m
U-
t
c?
U
(sayoui) uoi;e;idi38.id
Lq Lq U? Lq
I m m N N
-- ----------- 9002/Z[M
A 900Z/b/
90OZ/LZ/06
" 900Z/6 6/0 ?
3
M D 900Z/? M/
9002/£/0 6
m 0
> "a 900Z/9Z/6
o c
z W
900Z/L L/6
900Z/6/6
900Z/ l/6
900Z/bZ/8
M 900Z/9 ?/8
900Z/8/8
900Z/ 6 £/L
900Z/£Z/L
900Z/9 UL
m
900Z/LIZ
900Z/6Z/9
900Z/ 1. Z/9
9002/£ L/9
900Z/5/9
900Z/8Z/9
9002/OZ/9
= 900Z/Z U9
0
9002/b/9
m -
900Z/9Z/i7
3 900Z/8 IN
0
9002/0 IN
0 900Z/Z/b
9 9002/5Z/£
90OZ/L 6/£
9002/6/£
900Z/ l/£
O co aD ? N O N q(A? a0 O N V' (0 00 O N V- CO 00 O N
r - - - N N N N N M M
(sa43ui) Jana- aa;eM
Lq
r- O O
9002/OZ/ 6
(say3ui) uoi;e;idl39Jd
Lq Lq U? Lq Lq
?T 't m co N N ?- - O O
a
ea
D
ca
to
0
0
r N
C7 ?
m
E
L
m
U.
ev
U
9002/OZ/ L
- - - - --6-- --- 900Z/Z[/[L
w 9002/b/ L L
(Dy 900Z/LZ/0 L
CO
900Z/6 L/0 L -4 0 900Z/L M
c T 9002/£/0
o' N 900Z/5Z/6
zw
900Z/L L/6
900Z/6/6
900Z/ L/6
900Z/17Z/8
900Z/9 L/8
9002/8/8
900Z/ L E/L
9002/EZ/L
900Z/9 L/L
9002/L/L
N 900Z/6Z/9
900z/ L Z/9
m
9002/E L/9
N
900Z/5/9
C 900Z/8Z/5
9002/OZ/9
0 9002/Z V9
N
900Z/b/9
d
9002/9Z/b
c
0 900Z/8 U17
L
C7 900Z/0 L/b
r y. v
L p N
t 900Z/Z/i7
vi 9002/5Z/£
--------_;-.-. - - - - 9002/L L/£
9002/6/£
900Z/ WE
O o0 c0 N O N ?7 CO C? O N 'O m O N T O M O N v m w
7 - - r- 7 N (V N N N M C7 M C? CM
(sayuui) Cana-1 aaIeM
c?
c?
D
C7
m
0
0
N N
r -
C? e`a
E
m
u_
t
e?
U
(sayoui) uoi;e;idioaad
Lq Ll? Lq Lq
d V M Cl) N N
Lq
O O
9002/OZ4
- - - - -.----- 9002/Zl/LL
c
N 900Z/b/L L
90OZ/LZ/0 ?
_ " D ?• 900Z/6 l/0 6
3
i 0 900Z/ 6 6/0 ?
900Z/E/O L
E o
o M r 9002/5Z/6
zw
" 9002/L L/6
900Z/6/6
900Z/ 1./6
9002/tZ/8
900Z/96/8
900Z/8/8
900Z/ 6 E/L
90OZ/EZ/L
900Z/9 UL
to
900Z/L/L
" -- "? 900Z/6Z/9
900Z/ 6 Z/9
r 9002/E 6/9
900Z/9/9
900Z/8Z/9
9002/OZ/9
= 9002/Z 6/9
0
9002/b/9
m _
_ 900Z/9Z/b
am
c
3 --= 900Z/8 Ut,
0
90OZ/O 07
0 900Z/Z/b
v
9002/5Z/E
90OZ/L M
900Z/6/£
900Z/ WE
O w (p ? N O N It (D m O N C (O 00 O N V (O 00 O N
i 1 ---- e- N N N N N (M M
(sOyoui) IBAO-1 JO;eM
(sayoui) uoije;id!3GJd
Lq Lq L Lq
'V' It M M N (V ?- O O
e?
CD
0
0
M N
r- -
C7 e`a
E
m
U.
's
c?
C)
9002/OZ/L 4
-- ----- ---------- 900Z/ZL/LL
9002/b/L ?
" 90OZ/LZ/O L
3 > 900Z/6 1/0 L
-4
90OZ/ L L/O L
? C9
E c 900Z/£/0 L
'
o c 90OZ/9Z/6
Z ui "
90OZ/L L/6
90OZ/6/6
90OZ/ L/6
G? 90OZ/bZ/8
` 90OZ/9 L/8
,900Z/8/8
90OZ/ L £/L
9002/£Z/L
90OZ/9WL a;
90OZ/L/L
900Z/6Z/9
" 900z/[Z/9
9002/£ L/9
"?"¦ 900Z/9/9
9002/8Z/9
9002/OZ/9
0 9002/Z L/9
N
900Z/b/9
90OZ/9Z/b
c
c 90OZ/8 L/b
L
`- C?
T- w. 90OZ/O [/17
= O
L 9002/Z/b
g N 9002/9Z/£
------------- ---- 90OZ/L L/£
90OZ/6/£
900Z/ L/£
O 00 (O NT CV O N ? (O c? 0 N t (O Co O CV V' O w a CV Iq CO
r ' ' - c- c- - 7 CV CV CV CV CV M Ch Ch M
(sa43ui) IGAO-1 JOIeM
(sayaui) uoijejidiaaad
Lq U? L? U? Lq
m M N N - r- O O
m
4-1
m
0
m
CD
m
0
0
V 04
d
E
m
U.
t
m
V
9002/OZ/ 1,
- ? - 9002/Z L/ L 1,
o N /? 900Z/ti/66
900Z/LZ/0
900Z/6 1/0 L
c D
3
L o 900Z/6 6/0 1,
9002/£/0 6
O
> 900Z/9Z/6
O c D
z w 9002/L l/6
t+l ?
900Z/6/6
900Z/ 6/6
9002/tZ/8
D 900Z/9 1,/8
" D 900Z/8/8
900Z/ 6 £/L
9002/£Z/L
900Z/9 6/L
?a
9002/L/L
900Z/6Z/9
900Z/£ l/9
900Z/5/9
D C 900Z/8Z/5
D
9002/OZ/9
= 9002/Z 1,/5
O
9002/b/9
d
9002/9Z/b
rn
900Z/8 6/b
O D
a C9 900Z/O1/b
0 900Z/Z/b
t
a 9 9002/5Z/£
?ch
9002/L 6/£
900Z/6/£
900Z/ l/£
O w (o 'T N O N (9 o? O N q (o w O Nq- O w O N
r r---- N N N N N M M
(sayaui) Cana-] aa;eM
(sauaui) uoi}e;id!OGJd
Lq Lq L Lq
't co M N N ?- r O O
c?
ea
cu
c°
0
0
u7 N
r- -
C? m
m
a
U-
7
c?
U
9002/OZ/ 6 L
--i.------- 9002/Z U/
C -,...?
° 9002/tl/ L L
ca
9002/LZ/O L
N
900Z/6 6/0 L
r ? ? A
o? D 900Z/64/06
9002/£/0
E '-
O N f?
'O c " 900Z/9Z/6
z w
900Z/L ?/6
900Z/6/6
IF:
900Z/ 6/6
900Z/?Z/8
900Z/9 L/8
° 900Z/8/8
900Z/ 6 £/L
900Z/£Z/L
a
900Z/5 1/L
" R 9002/L/L
900Z/6Z/9
900Z4Z/9
9002/£ 6/9
MMEMMOM 900Z/9/9
- 9002/8Z/5
9002/OZ/9
0 9002/Z V9
N
d 9002/il/9
= N ?? 900Z/9Z/t7
c 900Z/8 Vtl
L
C7 90OZ/O ?/b
° ° a 9002/Z/t,
2 9002/5Z/£
--- 900Z/L 6/£
9002/6/£
900Z/ 6/£
QO (O ? N O N ? (O 00 O N ? CO 00 O N ? Cp o0
r N N N N N
(say3ui) Jana-1 JOILIM
ca
e?
t7
m
Q
0
co C
0 m
}
E
m
U-
t
e?
U
(sapui) uoile;id!OOJd
Lq Lq Lq Lq
It NT M M N N r
Ll?
r O O
9002/OZ/6 L
-------+- _ - - - - 9002/Z
c
0 900Z/b/ L
(D 90OZ/LZ/0 ?
a' 900Z/6 l/01
C
L 0 900Z/ l M I
900Z/£/0
o 0 900Z/9Z/6
z w 90OZ/L l/6
900Z/6/6
900Z/ l/6
900Z/17Z/8
900Z/9 6/8
900Z/8/8
900Z/ 6£/L
9002/£Z/L
900Z/9 6/L
9002/L/L
900Z/6Z/9
900z/6 Z/9
9002/£ 6/9
900Z/5/9
900Z/8Z/5
9002/OZ/9
9002/Z 6/9
0
900Z/b/9
m
cn 900Z/9Z/b
= 900Z/8 6/b
0
9002/0 UIV
0 9002/Z/17
L
9002/5Z/£
90OZ/L 6/£
9002/6/£
900Z/ 6/£
O m co T N O N M M O N? 0 M O N IT c0 W O N V CO W
r 1 r r r r r N N N N N CM C? M M M
(sayOui) Jana-j Ja;eM
(segoui) uoilelid!OGJd
U? Lq Iq
co M N N r r O O
ea
c?
d
c?
C?
m
0
0
1- N
a e`a
d
E
m
U-
•s
e?
V
9002/OZ/ L
- - - - - - 9002/ZL/L L
wm?
° 9002/ti/ L L
y
90OZ/LZ/0 L
c 900Z/6 L/0
0 900Z/ L L/0 L
9002/£/0 E
L
c
m
c 900Z/9Z/6
zw
M -? ----- 90OZ/L L/6
a
900Z/6/6
900Z/ L/6
9002/bZ/8
900Z/9 L/8
i
900Z/8/8
900Z/ L £/L
9002/£Z/L
• 900Z/9 L/L
900Z/L/L
900Z/6Z/9
9002/£ L/9
N ?",W
900Z/5/9
900Z/8Z/9
9002/OZ/9
9002/Z L/5
O
M
y 90O Z/17/9
N
rn 900Z/9Z/17
C
900Z/8 L/b
0
?n t9 90OZ/0W17
_ ° 9002/Z/ti
L T
N V
9002/5Z/£
----------? ---- 90OZ/LL/E
9002/6/£
900Z/ L/E
O 00 (0 N O N (p 00 O N O O O N O 00 O N
r ' ' ' r r r r r N N N N N M M
(sayOui) Jana-1 aa;eM
(say:)ui) uoi;e;idioaad
Lq U? Lq Iq Lq
d' ? co M N N .-- - O O
cu
c?
d
e?
cc
0
0
o N
C7 e`a
CD
E
m
U.
t
c?
V
9002/OZ/L L
--- -------- 9002/ZL/LL
c
0 900Z/17/ L L
a 9 9002/LZ/0 L
= 900Z/6 L/0 L
-4 3
0 900Z/ L L/0 L
900Z/£/0 L
m o
o = 900Z/5Z/6
zw
90OZ/L L/6
900Z/6/6
900Z/ L/6
900Z/17Z/8
900Z/9 L/8
900Z/8/8
900Z/L£/L
?? 900Z/£Z/L
N
a 900Z/9 UL
90OZ/L/L
AS"
900Z/6Z/9
_ 900Z/ L Z/9
9002/£ L/9
9002/5/9
900Z/8Z/9
9002/OZ/9
c 9002/Z L/5
0
900Z/17/9
d
N 900Z/9Z/t,
as
9002/8 L/17
3
0
Lo 90OZ/0 07
w
s 0 9002/Z/V
R
9002/5Z/E
-------- - ---- 90OZ/LL/£
9002/6/£
900Z/ L/£
O w (o d N O N It (o w O N (D w O N't (o m O N"T m
i 1-- -- - N N N N N M M M M
(s8y3ui) Jana- aaje/N
(segoui) uoi;el!diaaad
Lq Lq Lq Iq Lq
It ? co co N N .-- - O O
e?
c?
c?
(7
cc
0
C) N
r -
C7 m
m
E
m
t
m
u
90o2/oz/L L
-- ------ 9002/Z6/I
90OZ/b/ L L
o 9002/LZ/0
90OZ/6 4/0 6
r "
L O V D
? L 9002/ L L/0 ?
9002/£/0
O L
? a
c M 90OZ/9Z/6
Z Lu
v?
90OZ/L V6
90OZ/6/6
a
90OZ/ 6/6
90OZ/bZ/8
90OZ/9 6/8
M A M ?
900Z/8/8
90OZ/ ML
90OZ/EZ/L
90OZ/9WL
90OZ/L/L
90OZ/6Z/9
N ?
9002/£ L/9
900Z/9/9
90OZ/8Z/9
9002/OZ/9
O " 9002/ZV9
CA M ?
N 9002/t7/9
w 90OZ/9Z/b
c 90OZ/8l/b
90OZ/O Vtl
° \9002/Z/b
env M a y
N 9002/9Z/E
90OZIL VC
90OZ/6/£
90OZ/ 6/£
O w (0 V N O N It 0 M O N q 0 M O N K 0 M O N
i ' - - r - - CV N (V N N C? M
(sO(43ui) IGAe-l.JO;eM
ea
O
ea
m
0
0
04
IN
C7 ?
E
e?
ur
t
cu
U
(setpui) uoije;idI38Jd
U? Lq Lq Lq
V ?t ch M N N .--
Lq
r- O O
9002/OZ/ 6 6
- - - - ------- 9002/Z 6/66
c
N a 9002/tl/6 L
???? 900Z/LZ/0 6
9 900Z/61/0 ?
3
o ? 900Z/ 4 L/0 L
a q 9002/£/0 L
E
0) 0
o c N ° 900Z/5Z/6
z w
900Z/L 6/6
a
900Z/6/6
900Z4/6
900Z/17Z/9
9002/91./8
900Z/8/9
900Z/ 6 £/L
9002/£Z/L
900Z/9 6/L
to
9002/L/L
A ? 900Z/6Z/9
a
900Z/ 6 Z/9
9002/£ 6/9
min
900Z/5/9
900Z/9Z/9
9002/OZ/9
c 900Z/U/9
0
9002/V/9
m
9002/9Z/b
= 900Z/9 Ut,
3
0
900Z/O 07
7
o 9002/Z/17
9002/5Z/£
9002/L 6/£
900Z/6/£
900Z/ 4/£
O 00 CO ? N O N ? CO 00 O N tt CO 00 O N [f CO o0
?- r- N N N N N
(sayOul) lana-1 JO;eM
APPENDIX D
VEGETATION MONITORING PHOTOGRAPHS
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number.00018 December 2008
Jones County, North Carolina Appendices
Clayhill Farms
Vegetation Monitoring Plot Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken July-August 2008
a
Clayhill Farms (final) Axiom Environmental, Inc.. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina Appendices
Clayhill Farms
Vegetation Monitoring Plot Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken July-August 2008
(continued)
4
Clayhill Farms (final) Axiont Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County. North Carolina Appendices
Clayhill Farms
Vegetation Problem Area Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken October 2008
Problem Area Photo 1
*°
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County. North Carolina Appendices
APPENDIX E
STREAM MONITORING PHOTOGRAPHS
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number.00018 December 2008
Jones County, North Carolina Appendices
Clayhill Farms
Stream Monitoring Fixed-Photo and Problem Area Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken October 2008
Clayhill Farms (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County, North Carolina Appendices
Clayhill Farms
Stream Monitoring Fixed-Photo and Problem Area Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken October 2008
(continued)
z.
r.
Stream Photo 9 and Stream
Problem Area (moderately
stressed cross-vane)
4
ys s
b x
s 1 5
x
a .
Clayhill Farms (final) A.xioin Environmental, Inc. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County. North Carolina Appendices
Clayhill Farms
Stream Monitoring Fixed-Photo and Problem Area Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken October 2008
(continued)
Stream Photo 12 and Stream
Problem Area (moderately
stressed cross-vane)
A
.
Clayhill Farms (final) Axiom Environmental, Inc. -_....._v._.__,_
, Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County. North Carolina Appendices
Clayhill Farms
Stream Monitoring Fixed-Photo and Problem Area Photographs
Year 3 (2008) Annual Monitoring
Pictures Taken October 2008
(continued)
Clayhill Farms (final) Axiont Envirottntenta/, lne. Monitoring Year 3 of 5 (2008)
EEP Project Number .00018 December 2008
Jones County. North Carolina Appendices