20061780 Ver 1_Year 4 Monitoring Report_20111019

Vp,
v -�l
Wo
Al
X'l

r-
Floogie Mitigation Site
Di aft Annual Monitof 1ng Report for 2011 (Year 4)
Table of Contents
10
SUMMARY
20
INTRODUCTION
2 1
Project Description
22
Project Purpose
23
Project History & Schedule
30
HYDROLOGY
31
Hydrologic Success Cntena
32
Descnption of Hydrology Monitoring Efforts
33
Results of Hydrology Monitoring
3 3 1 Site Data
3 3 2 Reference Data
3 3 3 Climate Data
34
Hydrologic Conclusions
40
VEGETATION
41
Vegetation Success Criteria
4 2
Description of Species and Vegetation Monitoring
43
Results of Vegetation Momtonng
44
Vegetation Observations & Conclusions
50
STREAM
MONITORING
51
Stream Success Criteria
52
Stream Morphology Monitoring Plan
5 2 1 Cross Sections
5 2 2 Longitudinal Profile
5 2 3 Hydrology
5 2 4 Photo Reference Stations
5 3
Stream Morphology Monitoring Results
5 3 1 Hydrology
5 3 2 Cross Sections
5 3 3 Longitudinal Profile
54
Benthic Macroinvertebrate Survey Results
5 4 1 Description and Results of Benthic Monitoring
5 4 1 Discussion of Benthic Monitoring Results
5 5
Stream Conclusions
6 0
CONCLUSIONS AND RECOMMENDATIONS
0
1
1
5
6
6
6
6
7
11
11
11
11
13
13
13
13
16
17
17
17
17
17
17
18
18
18
19
19
19
19
23
24
24

Floogie Mitigation Site
Draft Annual Momtot ing Report for 2011 (Year 4)
List of Figures
Figure 1
Vicinity Map
Figure 2
USGS Map
Figure 3
Monitoring Overview
Figure 4
Monitoring Results Map
Figure 5a
Groundwater Gauges
Figure 5b
Groundwater Gauges
Figure 5c
Groundwater Gauges
Figure 6
Precipitation Comparison
Figure 7a -c Stream Observation Areas
List of Tables
Table 1 Project Mitigation Structure and Objectives
Table 2 Project Activity and Reporting History
Table 3 Project Contacts
Table 4 Hydrologic Monitoring Results
Table 5 Comparison of Normal Rainfall to Observed Rainfall
Table 6 Planted Tree Species
Table 7 Results of 2011 Vegetation Monitoring — Planted Species by Plot
Table 8 Summary of Results
Table 9 Common Volunteer Woody Species
Table 10 Estimated Herbaceous Total Percent Cover
Table 11 Stream Areas Requiring Observation
Table 12 Crest Gauge Data
Table 13 Year 3 Restoration Reach Macromvertebrate Data
APPENDICES
Appendix A
As -Built Survey
Appendix B
2010 Profile and Cross Section Data
Appendix C
2010 Gauge Data
Appendix D
2010 Site Photos
Appendix E
Morphologic Parameters
M
2
3
4
8
9
10
l0
12
20
5
6
6
7
12
13
14
14
15
16
18
18
23

Floogie Mitigation Site
Draft Annual Monitor ing Report for 2011 (Year 4)
1.0 SUMMARY
This Annual Report details the monitoring activities during the 2011 growing season on the
Floogie Mitigation Site Construction of the site, including planting of trees, was completed in
February 2008 The 2011 data represents results from the fourth year of hydrology and vegetation
monitoring for both wetlands and streams
The design for the Floogie Site involved stream restoration and nverme wetland restoration After
construction, it was determined that the project generated 11,149 feet of stream restoration and
25 19 acres of wetland restoration The As -Built survey is included as Appendix A
This Annual Report presents the data from nine automated hydrology monitoring stations, 18
vegetation monitoring plots, two crest gauges, two rain gauges, 20 cross sections, a nummum of
3,100 linear feet of profile survey, and photographic reference locations, as specified in the
approved Restoration Plan for the site
Weather station data from the Greens Cross Weather Station were used in conjunction with
manual and tipping bucket rain gauges located on the site to document precipitation amounts The
manual gauge is used to validate observations made at the automated stations On -site rainfall
measurements correlated with readings taken at the Greens Cross Weather Station throughout the
growing season
In 2011, all hydrology monitoring gauges exceeded the seven percent hydrologic success
criterion as defined in the Restoration Plan for the site The gauges exhibited consecutive
hydropenods ranging from 13 to 20 percent of the growing season
In 2011, vegetation monitoring documented the survival of planted woody vegetation of between
390 and 940 stems per acre with an average of 619 stems per acre The site has achieved the
interim success criterion of 320 stems per acre by the end of year three The site as a whole is on
track to meet the final success criterion of 260- planted stems per acre by the end of year five
Several bankf ill events were recorded at the site during the 2011 growing season from crest
gauges The restored stream channel has remained stable and is providing the intended habitat
and hydrologic functions All monitored cross sections and longitudinal profile for 2011 show
very little adjustment in stream dimension There are two localized areas of erosion that are in
the process of stabilizing and two small beaver dams present
2 0 INTRODUCTION
21 PROJECT DESCRIPTION
The Floogie Site is located nine miles northeast of Windsor (Figure 1) The property is 104 acres
located immediately southwest of SR 1348 (Browns School Road) and is accessed via a farm
road that runs adjacent to the channel (Flat Swamp Creek) Construction at the site was completed
in February 2008 Groundwater, surface water, and ram gauges were functional beginning in
March 2008
Flat Swamp Creek has a drainage area of 1,168 acres (1 83 mil) at the upstream end of the
restoration project and 2,150 acres (3 36 miZ) at the downstream end The wetland restoration
area has a drainage area of 1,456 acres (2 28 mil) The dominant historic land use was

m•
i
m
•
1
Z
Sit7e
Wetland Reference Site 2
' . - . •
won
���sw�dWON�1.7.v
Imo) a�`�.
� �
'1 V.yR
• .. -
•
'.����

1
Whfts
Riparian Wetland
tl '
t
i
- Restoration Area
LEGEND
�]
Figure `.
NCDOT Roads
mom
Stream
Floo ie Site
g
Project Area
Potential Rivenne
Wetland Restoration
i
I
p t i
Feet
- T
1
Stream Restoration -
Existing Wetland Boundary
~�� ` r,`=
—
r
,_I_
��*
I N.
'�
ate: WatersFied nda
�as delineated ttsslRg LID da
and not tFSCaSrtoPb
LEGEND
�]
Figure `.
NCDOT Roads
USGS Quadrangle Map
Stream
Floo ie Site
g
Project Area
Potential Rivenne
Wetland Restoration
0 1,000 2,000 4,000
O
Watershed Boundary
Feet

VP1
VP6
VP 2
a
VP 7
AW1
VP8
VP9
ZERO VP16
ORDER
STREAM 2 VP10
VP15
ZERO AWa
ORDER Aws
STREAM VP3 AW3 VP17
CG1
O G
VP 4 RAW1 O
O RAW2 O
AW6 RAW3
e
VP5
VP 14
VP11
VP 12
VP 13
VP18
Floogie
Monitoring Overview
Figure 3
ioo Jo o ioo loo
SOLI (1 I)

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
n The as -built survey documented 11,149 linear feet of stream restoration (Table 1) Overbank
stream flows will provide a portion of the hydrology for the wetlands The wetland and stream
restoration project will provide multiple ecological and water quality benefits within the Roanoke
River Basin Benefits include nutrient removal, sediment reduction, water storage, improved
LI groundwater recharge, improved in -stream and riparian habitat, and restored wetland habitat
Table 2 and Table 3 list the project schedule and contacts, respectively
Table 1 Protect Nhhgahon Structure and Objectives
Reach Name As -Built Len h ft Restoration Approach
agricultural production of crops mcludmg cotton, soybeans, corn, and timber, although some
R1
areas were woodlands Natural drainage patterns throughout the watershed had been historically
C
altered to drain wetlands and promote agricultural production as seen on the USGS Merry Hill,
2,500
NC topographic quadrangle (Figure 2) Numerous agricultural ditches had been constructed on
R3
the site, and streams had been channelized to route water off the site, draining areas that were
Stream Restoration
once wetland The restoration areas are protected by a conservation easement
2,771
22 PROJECT PURPOSE
yThe
objective of this project is to produce a minimum of 11,149 stream mitigation units (SMU)
n,
and 25 19 riverme wetland mitigation units (WMU) to the NC EEP through the full delivery
356
process in the Lower Roanoke River 03010107 hydrologic unit, and to maximize the
Total
improvement of riparian and aquatic habitats and water quality through ecological restoration
J
Wetlands
practices Stream mitigation was provided through restoration on Flat Swamp Creek Riverine
wetland mitigation was provided through restoration The site was identified and developed by
EBX to support the NC EEP full delivery mitigation process Monitoring of the Floogre Site is
required to demonstrate successful mitigation based on the criteria found in the Restoration Plan
and through a comparison to reference site conditions The success criteria components will
adhere to NC EEP and USACE guidelines Hydrology, vegetation, and stream monitoring are
1
conducted on an annual basis This Annual Monitoring Report details the results of the
Jmonitoring
efforts for 2011 (Year 4) at the Floogre Mitigation Site
n The as -built survey documented 11,149 linear feet of stream restoration (Table 1) Overbank
stream flows will provide a portion of the hydrology for the wetlands The wetland and stream
restoration project will provide multiple ecological and water quality benefits within the Roanoke
River Basin Benefits include nutrient removal, sediment reduction, water storage, improved
LI groundwater recharge, improved in -stream and riparian habitat, and restored wetland habitat
Table 2 and Table 3 list the project schedule and contacts, respectively
Table 1 Protect Nhhgahon Structure and Objectives
Reach Name As -Built Len h ft Restoration Approach
Stream
R1
2,800
Stream Restoration
R2
2,500
Stream Restoration
R3
2,400
Stream Restoration
R4
2,771
Stream Restoration
1 A
322
Headwater Valley Restoration
1 B
356
Headwater Valley Restoration
Total
11,149
Wetlands
25 19 ac Riverme Wetland Restoration

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
23 PROJECT HISTORY & SCHEDULE
Table 2 Project Activity and Reporting History
Month
Activity
October 2007
Construction Began
February 2008
Construction Completed
March 2008
Planting Completed
March 2008
Post Construction Monitoring Gauges Installed
A n12008
As -Built Report Submitted
August 2008
1 st Annual Monitoring Report
September 2009
2nd Annual Momtoring Report
September 2010
3rd Annual Monitoring Report
October 2011
4th Annual Monitoring Report
September August 2012
1 5th Annual Monitoring Report Scheduled
Table 3 Protect Contacts
Contact
Firm Information
Project Manager
EBX -Neuse 1, LLC
Norton Webster
919 608 -9688
Designer
WK Dickson and Co, Inc
Jeff Keaton, PE
919 782 -0495
Monitoring Contractor
WK Dickson and Co, Inc
Daniel Ingram
919 782 -0495
30 HYDROLOGY
31 HYDROLOGIC SUCCESS CRITERIA
As stated in the Restoration Plan, the hydrology success criterion for the site is to restore the
water table at the site so that it will remain within 12 inches of the soil surface for at least seven
percent of the growing season continuously (approximately 16 days) The growing season is from
March 22 to November 8 Based on a daily minimum temperature greater than 28 degrees
Fahrenheit occurring in five of ten years, the growing season for Bertie County is 232 days long
Gauge data will be compared to reference wetland well data in growing seasons with less than
normal rainfall In periods of low rainfall, if a restoration gauge hydropenod exceeds the
reference gauge hydroperiods, and both exceed five percent of the growing season, then the gauge
will be deemed successful The results of hydrology monitoring across the wetland restoration
site are presented in this annual monitoring report
32 DESCRIPTION OF HYDROLOGY MONITORING EFFORTS
Six automated HOBO groundwater gauges, one manual rain gauge, and one tipping bucket rain
gauge were installed prior to the beginning of the first growing season (Figure 3) Three
additional automated groundwater gauges were installed in a reference wetland Groundwater
gauges were installed to a minimum depth of 40 inches below the ground surface The monitoring
protocol for the site specifies that automated monitoring stations will be downloaded and checked
for malfunctions on a monthly basis During monthly site visits, each groundwater gauge is
downloaded and rainfall totals are collected from the on -site rain gauge During the 2011 growing
season, all nine automated data loggers performed as expected, and no periods of missing data
were encountered The tipping bucket rain gauge data logger malfunctioned and was replaced in
May, but has still not functioned properly Data has not been recovered for most of the growing
season
I
6

Floogie Mitigation Site
Di aft Annual Monitoring Report for 2011 (Year 4)
_ Automated Gauges
Automated groundwater gauges record water table elevations four times daily at 06 00, 12 00,
18 00, and 24 00 These automatic gauges employ pressure sensors that record water elevation
above the bottom of the sensor (with atmospheric pressure compensation) The calibration water
J table depth is recorded at monthly downloads To determine wetland hydropenods, the
JI automatically recorded data are compared to the calibration data to determine a standard
correction factor between the calibration gauge and the automatic gauge for each location The
standard correction factor is applied to correct daily readings The corrected daily readings are
then used to determine wetland hydropenods
W
Data Interpretation
Wetland hydroperods are calculated from four daily water table depth elevations A hydropenod
is calculated if the water table is equal to or less than 12 inches below ground surface for at least
24 hours If a gauge falls below -12 inches for four consecutive readings (24 hours) then the
hydropenod ends at the last reading within 12 inches of the ground surface If a gauge falls below
-12 inches for only one reading then maintains a reading above -12 inches for a minimum of 24
hours, the hydropenod is calculated continuously This methodology accounts for minor
anomalies experienced by the automatic gauges
33 RESULTS OF HYDROLOGY MONITORING
The following hydropenod statistics were calculated for each monitoring station during the
growing season 1) most consecutive days that the water table was within 12 inches of the
surface, 2) cumulative number of days that the water table was within 12 inches of the soil
surface, and 3) number of times that the water table rose to within 12 inches of the soil surface
(Table 4) Depth of groundwater for each of the monitoring gauges is shown in a graph with
precipitation (Figures 5a -5c) These hydrographs demonstrate the reaction at each monitoring
location of the groundwater level to specific rainfall events Raw hydrograph data collected from
the monitoring gauges is provided in Appendix C
Table 4 Hydrologic Monitoring Results
2011 Max H dro period (Growing Season 22 -Mar through 8-Nov, 231 days)
Gauge
Consecutive
'Cumulative
Occurrences
Days
Percent of
growing
Season
Days
Percent of
growing
Season
AW1
31
13%
79
34%
11
AW2
34
15%
78
34%
11
AW3
33
14%
62
27%
7
AW4
34
15%
99
43%
10
AW5
47
20%
87
38%
7
AW6
44
19%
99
43%
7
RAW1
46
20%
58
25%
3
RAW2
35
15%
49
21%
5
RAW3
31
13%
48
21%
7
The site was designed to function as a riparian wetland system with associated wet flats
Hydrology in the riparian areas is driven primarily by over bank flooding, while precipitation is
the primary hydrologic influence in wet flat areas Model simulations performed during the
` design phase of the project indicate that the water table will draw down from April through July,

it
� I
WETLAND HYDROPERIOD
Floogie
Hydrologic Success

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
Figure 5a. Groundwater Gauges
Figure 5a. 2011 Fbagie Groundwater Gauges
-10
i
.8
O
-20
.�
a -10
7
e
e
P
V
-40
-50
I F M A M
�(ieeas CYoss Daily Ra .&II
1 J A s o
Months
I -- - FLOAW2
Z
D
10.0
9.0
9.0
7.0
6.0 =
9
O
3.0 p
S
_6
4.0 E
06
1.0
2.0
1.0
0.0
— FLDAW3 __- --
, M�m
r
f � III I
b.µ ORO&�
1
I F M A M
�(ieeas CYoss Daily Ra .&II
1 J A s o
Months
I -- - FLOAW2
Z
D
10.0
9.0
9.0
7.0
6.0 =
9
O
3.0 p
S
_6
4.0 E
06
1.0
2.0
1.0
0.0
— FLDAW3 __- --

Floogie Mitigation Site
Draft Annual Monitoring Report, for 2011 (Year 4)
Figure 5b. Groundwater Gauges
Figure 5b. 2011 Fbogie Groundwater Gauges
I
C
� -10
e`
C
-20
•A
m -,0
3
9
O
7
V
-40
IEU
-60
1 F M A
�Creens Cross Daily Rainfall
mj!��1
4 — Growing Season
jL1
UL 11,11t .111. 1111 L16
E
1
I
1
Iv.v
9.0
8.0
7.0
6.0 =
C
C
S.0
-Y
a
4.0
0.
3.0
2.0
1.0
0 -0
M 1 1 A s O N D
Months
FLO .AW4 — FIA AWS- - FIAAW6- -
I
Figure 5c. Groundwater Gauges
Figure 5c. 2011 Fbogie Groundwater Gauges
10
E
10
y
L
V
C
C
a -20
W
-30
9
C
7
O
t
V
-40
ME
-60
10.0
9.0
8.0
7.0
6.0 A
e
5.0
S�
.9�
u
4.0 i
0.
3.0
2.0
1.0
0.0
1 F M A M 1 1 A S O N D
Mends
E �CaeensCmasDal7yRainfafi FIARAWI — FIARAW2 — FIARAW3
10
4 — Growing Season
jL1
UL 11,11t .111. 1111 L16
j
I
10.0
9.0
8.0
7.0
6.0 A
e
5.0
S�
.9�
u
4.0 i
0.
3.0
2.0
1.0
0.0
1 F M A M 1 1 A S O N D
Mends
E �CaeensCmasDal7yRainfafi FIARAWI — FIARAW2 — FIARAW3
10

Floogie Mitigation Site
Draft Annual Monitor ing Report for 2011 (Year 4)
—� however, the restored channel will maintain an elevated water table throughout the floodplam
area year -round The data collected for the 2011 growing season for this site indicate that it is
performing as described in the Mitigation Plan, with all monitoring stations exceeding the
hydrology success criterion
3 3 1 Site Data
Year 4 monitoring demonstrates that most of the site is functioning as designed, with varying
degrees of wetness and saturation across the site All six automated gauges exceeded the seven
percent hydrologic success criterion during the early part of the growing season All reference
gauges also exceeded the seven percent hydrologic success criterion
3 3 2 Reference Data
The approved Mitigation Restoration Plan for the site provides that if the rainfall data for any
given year during the monitoring period is not normal, the reference wetland data can be accessed
to determine if there is a positive correlation between the performance of the restoration site and
the natural hydrology of the reference site
Fj Three automated reference wells were observed during the 2011 growing season The same
hydroperood statistics were calculated for each reference monitoring station during the growing
season as were calculated for the site monitoring stations (Table 4) The reference wetland
groundwater gauges exhibited wetland hydropenods of 13 to 20 percent of the growing season,
Uwhich exceeds the seven percent success criterion for the site Raw data collected from the
monitoring gauges is provided in Appendix C
F1 3 3 3 Climate Data
—' Table 5 and Figure 6 compare the 2011 monthly rainfall to historical precipitation for Bertie
County Observed precipitation data were collected from an automated weather station in Greens
iCross (Bertie County) The rainfall total from the Windsor weather station was within normal
limits for the growing season through June, The months of July through September was above
normal limits The onsite automatic tipping bucket malfunctioned early in the season and was
j� replaced during the month of May Difficulty obtaining data persisted from May through
u September
34 HYDROLOGIC CONCLUSIONS
Data collected from the groundwater monitoring gauges on the Floogre Mitigation Site in 2011
indicate that all of the hydrology monitoring stations recorded hydropenods exceeded seven
percent of the growing season Thus, all the hydrology monitoring stations meet the hydrologic
success criterion for 2011
In Windsor, the Greens Cross weather station rainfall data indicates that the 2011 growing season
rainfall amounts were within normal limits for the early part of the growing season and early
summer The months of July, August, and September were above normal limits

4�
Floogie Mitigation Site -'
Draft Annual Monitoring Report for 2011 (Year 4) _
Table 5 Comparison of Normal Rainfall to Observed Rainfall �
Month
Average
Normal Limits
Windsor
Precipitation
Manual Ram
Gauge
Precipitation
Tipping
Bucket
Precipitation
30
Percent
70
Percent
January
411
307
490
362
- --
- --
February
337
238
407
278
- --
- --
March
398
296
470
443
1 55
l 82
April
300
2 12
3 82
3 50
339
083
May
399
253
4 98
3 65
330
- --
June
387
2 78
453
331
- --
- --
July
537
339
659
738
- --
- --
August
486
274
604
14 95
833
- --
September
5 10
250
624
734
1084
- --
October
323
202
463
- --
- --
- --
November
271
1 63
328
- --
- --
- --
December
1 330
224
1 397
- --
- --
- --
Average
—
4030
1 5125
—
—
—
Total
4690
—
I —
5096
2741
265
Data collected through October 1
*Tipping Bucket malfunctioned May through October
Figure 6 Precipitation Comparison
Figure 6
16
2011 Precipitation for Floogie Site
1s
Growing Season
14
13
—
12
11
to
u
s
5
a
7
_a
9
L 6
5
—
—
4 —
o -r�
a 1111
.�,
J F M A
M 3 3 A
S O
N D
M onths
[i Wmdsor Dally Ramfall
301h/701h Pcnxntdc
0 On suc Manual
Ramgauye
---fr —C s Crass Monthly Ram fall
�On- ac Auto Rampage Monthly
12 f

i
Floogie Mitigation Site
Di aft Annual Monitoring Report for 2011 (Year 4)
4.0 VEGETATION
41 VEGETATION SUCCESS CRITERIA
Successful establishment of vegetation in wetland restoration and riparian areas will be
demonstrated by the survival of 260 planted stems following Year 5 monitoring The site must
also meet the interim success criterion of the survival of at least 320 planted stems per acre at the
end of the Year 3 monitoring period Up to 20 percent of the site species composition may be
comprised of non - invasive volunteers Remedial action may be required should volunteers
present a problem or exceed 20 percent composition
A digital image photo log will be used to subjectively evaluate the restoration site over time A
series of images over the five year monitoring period should demonstrate maturation of planted
Ll vegetation and volunteer hydrophytic species
42 DESCRIPTION OF SPECIES AND VEGETATION MONITORING
1 Eighteen semi- permanent vegetation sampling plots were established within the planted
U restoration areas to monitor the success of planted vegetation The wetland vegetation plots are
0 10 acres in size (Plots 1 through 5), and the riparian vegetation plots are 0 05 acres in size (Plots
l 6 through 18) The vegetation plots are distributed across the site, but the precise location and
orientation of the plots was random (see locations on as -built drawings in Appendix A) The
plots cover approximately two percent of the restored site Eight tree species were planted on the
Site (Table 6)
Table 6 Planted Tree Species
Common Name
Scientific Name
FAC Status
Bald Cypress
Taxodium distichum
OBL
Green Ash
Fraxinus pennsylvanica
FACW
Laurel Oak
Quercus laurifolia
FACW-
River Birch
Betula nigra
FACW
Swamp blackgum
Nyssa biflora
OBL
Swamp Chestnut Oak
Quercus michauxii
FACW-
Water Tupelo
Nyssa aguatica
OBL
Willow Oak
Quercus phellos
FACW-
All of the planted stems inside each plot were flagged with orange or pink flagging to help in
locating them in the future Each stem is tagged with a sequentially numbered aluminum tag
43 RESULTS OF VEGETATION MONITORING
�- Stem counts for each of the 18 monitoring stations are presented by species in Table 7 Water
tupelo counts may also include swamp blackgum, as these two similar species are difficult to
accurately distinguish at the seedling stage One hickory stem was recorded and most likely
resulted from an errant stem included from the nursery A few of the numbered tags have been
+ lost or damaged, or possibly buried beside the stem This may be due small animal theft or to tags
- being washed over small stems during flooding after planting A number of the species have
exhibited re- sprouting, resulting in a positive change in survival Due to thick vegetation, some
stems are "lost" and "rediscovered" in latter years, especially if stems die back and resprout Plots
along the stream channel where remnants of the channel buffer were left appear to have the
largest change in stems counted (Plot 6 and Plot 7)
13

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
Table 7 Results of 2011 Vegetahon Monitoring — Planted Species by Plot
Species
Plots
Stems
Year 1
1
2
3
4
5
16
17
8
9
10
11
12
13
14
15
16
17
18
Bald Cypress
6
10
4
22
7
19
14
12
5
9
13
4
12
10
10
3
53
2
Green Ash
5
9
27
3
13
19
1 7
8
4
1
3
15
7
7
4
6
2
6
Hickory
43
1
840
Plot
45
33
28
29
29
580
Plot 10
50
48
49
47
47
940
Plot ll
Laurel Oak
2
1
34
33
660
Plot 12
45
43
42
1
35
1
2
40
1
5
36
33
Overcup Oak
10
11
14
7
7
4
2
7
10
5
5
4
2
8
1
6
11
4
Swamp Tupelo
18
8
5
19
16
8
5
8
3
7
5
4
4
8
10
11
4
Willow Oak
1 10
Averse
1 6
4
12
4
4
7
7
24
7
7
6
7
9
9
11
8
Most of the planted stems are healthy with recent growth Many stems have reached or exceeded _
10 feet in height The planted stems in the monitoring plots ranged from 390 to 940 stems per
acre with an average of 619 stems per acre (Table 8) The plots have met the minimum criterion _
of 320 stems per acre after three years
Table 8 Summary of Results
Plot #
As -Built
Stems
Planted
Stems
Year 1
Stems
Year 2
Stems
Year 3
Stems
Year 4
Stems per
Acre
Year 4
Plot
61
55
53
53
51
510
Plot
60
46
49
40
39
390
Plot
70
66
65
64
56
560
Plot
69
58
61
57
55
550
Plot
65
57
53
54
55
550
Plot
40
31
24
19
25
500
Plot 7
37
22
17
17
22
440
Plot 8
49
44
43
43
42
840
Plot
45
33
28
29
29
580
Plot 10
50
48
49
47
47
940
Plot ll
47
36
35
34
33
660
Plot 12
45
43
42
42
35
700
Plot 13
40
39
37
36
33
660
Plot 14
51
47
38
41
40
800
Plot 15
48
43
41
39
35
700
Plot 16
49
48
41
42
40
800
Plot 17
30
28
28
27
24
480
Plot 18
28
27
26
26
24
480
Averse
619
Range
390 -940
The most commonly found volunteer species within the plots were also monitored to determine
composition and potential effect on success criteria (Table 9) Volunteer stems are limited in
most plots and represent many species Nearly all of the seedlings are small and are do not
present any competition problems at this time The most common appear to be species having
high seed production and wide dispersal and include eastern bacchans (Baccharis halimifolia),
red maple (Acer rubrum), sweetgum (Liquidambar styraciflua), and winged sumac (Rhus
copallina) Within the downstream reach adjacent to the forested wetland, laurel oak (Quercus
laurifolia) red maple, and tulip tree (Liriodendron tulipifera) are common volunteers
14
J

I�
Floogie Mitigation Site
_ Draft Annual Monitoring Report for 2011 (Year 4)
Table 9 Common Volunteer Woody Species
Common Name
Scientific Name
FAC Status
Red Maple
Acer rubrum
FAC
Eastern Baccharis
Baccharis hahmt olia
FAC
Common Buttonbush
Ce halanthus occidentalis
OBL
Coastal Sweetpepperbush
Clethra alni olia
FACW
Tin
C rilla racemr ora
FACW
Persimmon
Diospyros vii iniana
FAC
Green Ash
Fraxinus pennsylvanica
FACW
Privet
Li strum sinense
FAC
Sweet um
Li uidambar styraciflua
FAC+
Tuli tree
Liriodendron tuli i era
FAC
Wax myrtle
Morella ceri era
FAC+
Loblolly Pine
Pinus taeda
FAC
Eastern Cottonwood
Po ulus deltoides
FAC+
Laurel Oak
Quercus lauri olia
FACW
Willow Oak
Quercus phellos
FACW-
Winged Sumac
Rhus co allinum
NI
Black Willow
Salix ni ra
OBL
Elderberry
Sambucas canadensis
FACW-
A visual estimate of herbaceous vegetation cover was provided to assess the overall stability of
the site (Table 10) The herbaceous cover is typically dense across most of the site and has
increased from the previous year Hydrophytic herbaceous vegetation is found across the entire
site and includes common rush, climbing hempvine, arrowleaf tearthumb, Woolgrass (Scirpus
cyperinus ),giant cane (Arundinaria gigantea),threeway sedge (Dulichium
arundmaceum),Pennsylvama smartweed (Polygonum pensylvanicum), and sedges (Carex sp )
The other frequently occumng herbaceous species are Canada goldenrod (Sohdago canadensis),
blackberry (Rebus argutus), deer tongue (Dichanthehum clandestinum), and dog fennel
(Eupatorium capillifolium) The herbaceous vegetation does not appear to be presenting any
problems with tree survival or growth at this time
15

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
Table 10 Estimated Herbaceous Total Percent Cover
Plot
Number
Estimated Percent
Cover 2009
Estimated Percent
Cover 2010
Estimated Percent
Cover 2011
1
97%
99%
99%
2
95%
990/0
99%
3
92%
98%
99%
4
92%
98%
99%
5
98%
98%
99%
6
96%
96%
98%
7
97%
98%
98%
8
75%
85%
95%
9
96%
96%
96%
10
97%
97%
97%
11
90%
95%
98%
12
93%
98%
98%
13
92%
95%
95%
14
90%
95%
96%
15
98%
98%
98%
16
98%
98%
99%
17
98%
98%
98%
18
1 93%
95%
95%
The invasive species Chinese privet (Lrgustrum sinense) and Japanese honeysuckle (Lonicera
japonica) were observed in a most of the plots Japanese honeysuckle is common and has begun
to constrict or smother some of the individual tree stems Trumpet creeper (Campsis radicans)
has declined in vigor The occurrences of these species are associated with the nearby existing
populations of these invasive species and are from regenerating root sprouts and seeds These
species may displace desirable vegetation and should continue to be assessed in successive
monitoring years Maintenance invasive species control is recommended in these areas
44 VEGETATION OBSERVATIONS & CONCLUSIONS
Hydrophytic herbaceous plants were observed across the entire site, particularly in areas of
periodic inundation Some plots have very dense cover of common rush The presence of these
herbaceous wetland plants confirms the presence of wetland hydrology on the site
Weedy species occur throughout the site, but density has decreased over the monitoring period
The presence of this weedy vegetation is a result of the seed bank from previous cultivation
practices but has decreased The weedy vegetation is not posing any wide spread problems for the
planted stems at this time The invasive species Chinese privet and Japanese honeysuckle were
observed in a most plots, and may displace desirable vegetation in the future Japanese
honeysuckle is starting to cover some planted woody stems and smothering or strangling the
planted stems This may become a problem in the future Invasive species should continue to be
evaluated within the entire easement to ensure that these species do not become a concern for the
site
For the 2011 monitoring year, the average number of stems per acre on site is 619, and the range
of stem density was 390 to 940 stems per acre The lowest planted stem density was recorded at
Plot 2 at 390 stems per acre The site has achieved the minimum success interim criterion of 320
stems per acre after year three The site as a whole is on track to meet the final success criterion
of 260- planted stems per acre by the end of year five
16

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
-' 5.0 STREAM MONITORING
51 STREAM SUCCESS CRITERIA
As stated in the approved Mitigation Plan, the stream restoration success criteria for the site
includes the following
_ • Bankfull Events Two bankfull flow events must be documented within the five -year
monitoring period
^� • Cross - Sections There should be little change in as -built cross sections Cross sections
shall be classified using the Rosgen stream classification method and all monitored cross -
sections should fall within the quantitative parameters defined for "E" or "C" type
- . channels
• Longitudinal Profiles The longitudinal profiles should show that the bedform features
are remaining stable, e g they are not aggrading or degrading Bedforms observed should
be consistent with those observed in "E" and "C" type channels
• Photo Reference Stations Photographs will be used to subjectively evaluate channel
aggradation or degradation, bank erosion, success of riparian vegetation and effectiveness
of erosion control measures
• Benthic Macroinvertebrates Sampling of benthic macroinvertebrates within the restored
stream channel shall be conducted in Year 1, Year 3, and Year 5 of post - restoration
monitoring
52 STREAM MORPHOLOGY MONITORING PLAN
The stream monitoring program will be implemented to document system development and
progress toward achieving the success criteria The monitoring program will be undertaken for
' five years, or until the final success criteria are achieved, whichever is longer
5 2 1 Cross Sections
Two permanent cross sections will be installed per 1,000 linear feet of stream restoration work,
with one located at a riffle and one located at a pool Each cross section will be marked on both
banks with permanent pins to establish the exact transect used A common benchmark will be
used for cross sections to facilitate easy comparison of year - to-year data The annual cross -
section survey will include points measured at all breaks in slope, including top of bank, bankfull,
inner berm, edge of water, and thalweg, if the features are present Riffle cross sections will be
classified using the Rosgen stream classification system
5 2 2 Longitudinal Profile
A longitudinal profile will be measured annually throughout the five -year monitoring period The
profile will be measured along a representative length of restored channel Measurements will
include thalweg, water surface, bankf ill, and top of low bank Each of these measurements will
be taken at the head of each feature, for example, shallow, pool, and the max pool depth The
survey will be tied to a permanent benchmark
5 2 3 Hydrology
The occurrence of bankfull events within the monitoring period will be documented by the use of
a crest gauge and photographs The two crest gauges will record the highest watermark between
site visits, and the gauge will be checked monthly to document high flows Digital images will be
used to document the occurrence of debris lines and sediment deposition on the floodplain during
monitoring site visits In addition, the flow observations will be recorded for the headwater
17

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
stream restoration These may include wrack lines, direct observations, dye tests, or other direct
or indirect observations of flow
5 2 4 Photo Reference Stations
Photographs will be used to subjectively evaluate channel aggradation or degradation, bank
erosion, success of riparian vegetation and effectiveness of erosion control measures
53 STREAM MORPHOLOGY MONITORING RESULTS
Overall, the channel is stable with a few areas of minor erosion Table 11 presents stream areas
that may require further observation
Table 11 Stream Areas Requiring Observation
ID
Station
Feature
Problem
1
23 +00
Bed
Beaver dam partially blocking channel Channel is stable
000
March
070
Beaver control is recommended
April
73 +70
030
Bed erosion likely due to improper slope at construction
2
to
Bed
Grade control is intact upstream to halt potential
000
74 +40
000
migration Vegetation is beginning to stabilize No repair
August
000
000
needed
*
260
October
Flow piping around header rock due to improper
3
75+00
Rock Weir
installation Bed has stabilized since initial failure
December
- --
- --
XS 15 No repair needed
4
86 +75
Bed
Beaver dam partially blocking channel Channel is stable
Beaver control is recommended
5 3 l Hydrology
Bankfull events were recorded in the months of February, March, and April for Crest Gauge 1
and in the months of April and September for Crest Gauge 2 (Table 12) In September, Crest
Gauge 1 did not have a reading due to the loss of the cork reservoir The largest stream flow
recorded on the upstream crest gauge (CG 1) was 2 45 feet above bankfull elevation The largest
stream flow recorded on the downstream crest gauge (CG2) was 2 60 feet above bankfull
elevation Flow was observed in both headwater streams dunng the early 2011 growing season
and again in late September
Table 12 Crest Gauge Data
Month
Recorded
Crest
Gauge 1
Crest
Gauge 2
January
- --
---
February
2 45
000
March
070
000
April
085
030
May
000
000
June
000
000
July
000
000
August
000
000
September
*
260
October
- --
- --
November
- --
- --
December
- --
- --
*No reading due to loss of cork reservoir
18

�- Floogie Mitigation Site
Di aft Annual Monitoring Report for 2011 (Year 4)
5 3 2 Cross Sections
Year 4 cross section monitoring data for stream stability were collected during August 2011 and
' I compared to baseline data collected in March 2008, as well as Year I, Year 2, and Year 3 cross
-� section data (Table 13, Appendix B and E) All monitored cross sections were stable and
_ showed little change in channel dimension between monitoring years Cross Section 15
experienced approximately 1 5 feet of bed loss between As -Built and Year 1 monitoring
However, Cross Section 15 has been stable since Year I monitoring
5 3 3 Longitudinal Profile
I�
iJ A longitudinal profile survey was conducted in Year 4 Coastal plain swamp streams are dynamic
in nature, and some channel adjustment is expected Overall, the profile survey indicated little
change to channel dimensions (Table 13, Appendix B and E)
54 BENTHIC MACROINVERTEBRATE SURVEY RESULTS
5 4 1 Description and Results of Benthic Monitoring
-I Pre - construction monitoring was performed prior to disturbance of the existing channel in
January 2008 Following restoration, Year 1 monitoring was conducted in January 2009 (Table
13) Additional monitoring was conducted in January of 2011 (Year 3) and will be conducted
again in 2013 (Year 5) The Year 3 data collected in January of 2011 is presented in this Year 4
-, monitoring report
I )I Sampling took place at two sites along the restoration reach and one site upstream of the project
area on Flat Swamp Creek Site 1 was near the downstream end of Reach 4 (between STA
101 +00 and 102 +00) Site 2 was near the downstream end of Reach 2 (between STA 36+00 and
37 +00) In addition to the restoration sites, one sample was taken upstream of the project area on
Flat Swamp Creek The Qual 4 sampling method outlined in Standard Operating Procedures for
1 Benthic Macroinvertebrates (NCDWQ 2006) was utilized at all sampling locations
A North Carolina Division of Water Quality stream habitat evaluation form was completed at
each sample reach during each sampling event At each sampling site, habitat was evaluated
approximately 50 meters upstream and 50 meters downstream of where macroinvertebrates were
collected
-� 19

2
BOA
,
„
,
,
, m
�. W
LL
W
Z
. Q
,
g
„
---------------------------------------------------------------
Floogie
Stream Observation Areas
Figure 7A
100 SO 0 100 Sao
111116-l"�
SCALE (LT)

I
OA
W
W
OA Z
XS15 =
0
Q
Q �
ti
W
CD
U-
w XS1
Z
J
2
N
a w
+sue
cA� 7,SAO
o�
K
iC,,1►
Floogie
Stream Observation Areas
Figure 7B
100 50 0 100 700
scnLC (LT)

m
W
W
Z
J
'I
�o o�
Cl
Floogie
Stream Observation Areas
Figure 7C
100 50 0 100 700
SCALF (rT)

i
Floogie Mitigation Site
Df aft Annual Monitor ing Report for 2011 (Year 4)
Table 13 Year 3 Restoration Reach Macromvertebrate Data
Taxon
Site
3 (Upstream)
2 (Reach 2)
1 (Reach 4)
No
No
No
Order
TRICHOPTERA
Genus Species
Ptilostomis sp
-
-
1
Order
DIPTERA
CHIRONOMIDAE
Genus Species
Hydrobaenus sp
-
3
-
Genus Species
Orthocladius obumbratus
2
17
18
Genus Species
Procladius sp
-
-
1
Genus Species
Conchapelopia gr
4
-
-
Genus Species
Chironomus sp
9
1
-
Genus Species
Dicrotendipes simpsoni
-
1
1
Genus Species
Glyptotendipes sp
-
-
1
Genus Species
Polypedilum tntum
2
1
-
Genus Species
Phaenopsectra sp
3
-
-
Genus Species
Tnbelos sp
6
-
-
Genus Species
Paratanytarsus sp
-
1
-
Order
OLIGOCHAETA
Genus Species
Limnodnlus hoffineisten
-
1
2
Genus Species
CRUSTACEA
Genus Species
Crangonyx sp
6
32
21
Genus Species
Caecidotea forbesi
1 9
12
5
Order
MOLLUSCA
Genus Species
Sphaenum sp
-
-
5
Genus Species
Pisidium sp
-
-
8
Taxa Richnesss
8
9
10
EPT Taxa Richness
0
0
1
NC Biotic Index
76
79
78
5 4 1 Discussion of Benthic Monitoring Results
Streams in Bertie County are in NC DWQ Swamp Region B Streams in this area have been
severely affected by drought conditions, and are not expected to have the expected invertebrate
community for "natural" swamp streams (NCBI values less than 7 0 and EPT taxa richness >4)
Under these difficult conditions, it is best to look at patterns, rather than to apply strict DWQ
cntena
These sites tended to converge in water/habitat quality in 2011, with the reference site becoming
worse and the restored sites getting better The presence of Chironomus at the reference site
suggested low flow and low dissolved oxygen The restored reaches likely have higher flow,
with greater abundance of the two orthoclad species
23

Floogie Mitigation Site
Draft Annual Monitoring Report for 2011 (Year 4)
55 STREAM CONCLUSIONS
In- stream structures installed within the restored stream included log vanes, bedded log
structures, woody debns bundles, and root wads Visual observations of structures throughout the
2011 growing season have indicated that most structures are stable and functioning as designed
Localized areas of elevated profile (shallows) have been colonized by wetland plant species due
to low stream flow, but do not appear to be impounding water or causmg increased deposition
Localized areas of erosion are present but do not present a problem to the overall stability of the
project The channel appears to be moving toward stability
Photographs were taken throughout the monitoring season to document the evoluhon of the
restored stream channel (Appendix D) Herbaceous vegetation is moderately dense to dense
along the restored stream Pools have maintained a variety of depths and habitat qualities,
depending on the location and type of scour features (logs, root wads, transplants, etc )
6.0 CONCLUSIONS AND RECOMMENDATIONS
• All hydrology monitoring gauges recorded consecutive hydropenods for at least 7
percent of the growing season for 2011
• The restored stream channel has remained stable and is providing the intended habitat
and hydrologic functions All monitoring cross sections and longitudinal profile for 2011
showed very little adjustment in stream dimension over the previous year
• Vegetation monitoring has documented the average number of stems per acre on the site
to be 640, with the range of stem density of 340 to 940 stems per acre All vegetation
plots have achieved the intenm success cntenon of 320 trees per acre
• Vegetative and stream monitonng will continue through 2012
• Benthic macromvertebrate monitonng mdicate drier climatic conditions are showing a
convergance of the restored site and the reference site due to low flow and dissolved
oxygen
24

APPENDIX A
As -Built Survey

ON — — — ]ID JOHN NDIRMRES WMD RELEASED FOR DATE
-� r_&v_ WK RAUoo NC 27612 ,pFRO„AS o/9/o6 ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS
(9,9 ) >e2 0495
FLOOGIE MITIGATION PROJECT
DICKSON D "` COVER &INDEX SHEET 20
OR SOU100RA off L L.W. Calb c
REV No DESanPTwN ATE Q..� a1/x�� camp ^n]' Inhu6ueD,rs t6n�,ItanL Smith Cl di c.o 9 CONSTRUCTION DWr. BERTIE COUNTY NORTH CAROLINA
REVISIONS °ir RECORD DuC.
r
i f
{ a
SHEET INDEX
a
COVER / INDEX
1
STREAM PLAN & PROFILE
2
STREAM PLAN & PROFILE
STREAM PLAN & PROFILE
4
It
6
STREAM PLAN & PROFILE
5
f
}
?
FLOOGIE MITIGATION PROJECT
STREAM PLAN &PROFILE
8
�x 1I
�
STREAM PLAN &PROFILE
7
!L 0 t�v�V_
'J-�7`
� fl r ,� ! 'y h }�
� 1 1r
t , �I �'
-�
AS -BUILT PLAN SET
STREAM PLAN & PROFILE
g
APRIL 2008
STREAM PLAN & PROFILE
g
STREAM PLAN &PROFILE
10
`+ hI.Dn„E
LOCATION BERTIE COUNTY, NORTH CAROLINA
STREAM PLAN & PROFILE
11
STREAM PLAN & PROFILE
12
`MCINMMAP
STREAM PLAN & PROFILE
13
1�
1
v_
STREAK PLAN &PROFILE
1
.yamT� tf�_71
rfm
F
14
STREAM PLAN & PROFILE
15
STREAM PLAN & PROFILE
18
STREAM PLAN & PROFILE
17
11ERAND PLANS
18
MONITORING PLANS
1S
MONITORING PLANS
20
Sg O�ry
�
I
\
m
m
1 loch 2wm
ON — — — ]ID JOHN NDIRMRES WMD RELEASED FOR DATE
-� r_&v_ WK RAUoo NC 27612 ,pFRO„AS o/9/o6 ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS
(9,9 ) >e2 0495
FLOOGIE MITIGATION PROJECT
DICKSON D "` COVER &INDEX SHEET 20
OR SOU100RA off L L.W. Calb c
REV No DESanPTwN ATE Q..� a1/x�� camp ^n]' Inhu6ueD,rs t6n�,ItanL Smith Cl di c.o 9 CONSTRUCTION DWr. BERTIE COUNTY NORTH CAROLINA
REVISIONS °ir RECORD DuC.

111
III
111 �
III �
\\ '� LEGEND
EnsnNC caNrauRs
— — —
`� CENTERLINE OF E10snNC DITCH —
/ BOTTOM OF BANR
— — --
TOP OF SANK — — TB —
/ q'k �\ LIMITS OF CONSERVATION LCE
\ \� al® TiCIIOI W ION \ EASMENT
� �j
\ ` LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
N LOG VANE
w FORD CROSSING
LJ ROOT WAD
¢clpl �n IsN `i,\ \`\ !n CHANNEL PLUG
W WETLAND CHANNEL PLUG
EMSTING WETLANDS
0240 \ + BEDDED LOG STRUCTURE
/ 91 c0 SMALL WOODY DEBRIS
00+9 Z
J
U
H
Q
50
48
46
44
42
40
38
36 ---- 4411 1
I IIL- I
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00
Hu4ontd SCOW 1 Ina - xn.
%rUoO Sod. 1 W h - M
740 CORPORATE CENTER DRnE RELEASED CDR DATE
\A /�/ RALEtOFL NC 4760] ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS 2
Yr^ (919) 7B4 a9s
DICKSON °°" ` FLOOGIE MITIGATION PROJECT
aD L �w STA 0 +00 TO STA 6 +35 20
REV RD DESCRIPTION DATE I"RA Comm nky FlTrrslruN ro conpultmTh NN Ca a c Ow 90 00M4 T°' BERTIE COUNTY NORTH CAROLINA
RENSIONS = " Q7/49/O9 Spurn C. dN RECORD Opp

50
48
46
44
42
40
38
No.tW Soda 1 Inch - xR
1pEtlod Soda 1 "N"' - ]LL
rwim.
-331 LEGEND
1prl 31A EXISTING CONTOURS
CENTERLINE OF EXISTING DITCH —
39r1 ,SOP BOTTOM OF BANK — — — BB — —
TOP OF BANK — — — TB — —
/
LIY175 of CONSERVATION LCE
V, -
\\
1 // �1 _ LOG RAMP
LOG GRADE CONTROL
/ S
LOG TOE PROTECTION
LOG VANE !
W \\��\ i QID +�� \ \ \� 111 j� �/ W FORD CROSSING
N 6x // _ i ! �� \ 111 �� = ROOT WAD
' — — _ — — 3-T — — — 1 V) CHANNEL PLUG W /� _ \ W
In �� //� / 1' ,.jl N WETLAND CHANNEL PLUG
e� / ` \ O
i� E%ISRNG WETLANDS
BEDDED LOG STRUCTURE
W x �� \ /� _ / � SMALL MOODY DEBRIS
W
�
J \ / *2j TB - Z
.-I
H
<
U
m OS +L <
JU
48
46
44
42
40
38
36
6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 3
FLOOGIE MITIGATION PROJECT STA 6 +35 TO STA 13 +00
BERTIE COUNTY NORTH CAROLINA LO
o
770 ON"ATE CENTER DRIVE
RALEIGH NC 27607
67 0495
�DICKSON D1F Lm 1wv
p0I1KRY16:y YIM1mWCbY! t DAV Nbth C oW G� qi
South Ca an
RELEASED FOR
DATE
^J--�
Rw�
aD�N9
CwITRUCTKRT
03/76/06
a-IP ay
RECORD D11G
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 3
FLOOGIE MITIGATION PROJECT STA 6 +35 TO STA 13 +00
BERTIE COUNTY NORTH CAROLINA LO
o

LEGEND
N 30n 371 —
E1amNC CONTOURS —
CENTERUNE OF EgmNG DITCH —
_ \\ I- BOTTOM OF BANK — — — BB — — —
N \ \\
\\ w TOP OF BANK — — — TB — — —
N 13+00 \ \\ (/) LIMITS OF CONSERVATION L�
\ \\ p Isw EASMENT
0 — a� \ \\ W W LOG RAMP
+ _ \ \\ N
M '_ r\ \`_ �'I,t _ 00 LOG GRADE CONTROL
w
, /% / O LOG TOE PROTECTION
\\ ` Q% N Lac VANE L�
Z FORD CROSSING
�l ROOT WAD r
\\ 1�iN !\ \`\ / &\� \` // ^♦ //� / U CHANNEL PLUG
B $ ans paw \ �� ` \ /i / F WETLAND CANNEL PLUG
EwmNC WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
ov."Q1
is 111 �1
a s a e
I h h -am
50 50
48 48
46 46
44 44
42 42
40 40
38 38
36 36
13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00
N Ucd Sack a 1 hah - 30R
u%ruod salc 1 hlafl
770 CORPORATE CENTER DRIVE RELEASED FOR DALE
ON ��19 M NC 0495 ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS 4
� �� WK (919) 762 OH95 ��'�
_ �DICKSON p9 L AIi �'° FLOOGIE MITIGATION PROJECT
OF SW]IaaRA CONSTRUCTION
REV NO DESCMPnoN A Fu_ "a �* ORY„�UVaWro amwAHmH� N IA c NI e.a91a STA 13 +00 A +00
REV190N5 ter, 03/25/Oa s -U Ca n RECORD DWG. BERTIE COUNTY NORTH CAROLINA 20

M
I—
w
3OT '1 30 3O'I =
W I 3D1 30n 30n m
w Ld
LLJ In N
LEGEND
L.j O
w
O
N �� �'��\ + I EASTING CONTOURS _
O to �� ` % \\ II N CENTERUNE OF EMSnnG DITCH —
N \ �_a 9, \�\ I) Z BOTTOM OF BANK — — — BB — —
//� TOP OF BANK — — — TB --
Li
z LIMITS OF CONSERVATION LCE —
\\ x\, \ \ \\ oov ,[coal p uNx � ( U EASMENT
\�\ aqm tFna p
G ,� �/ \ �\ /// \ \ \\ I LDO RAMP
\\ I LOG GRAD CONTROL \ \ , � 0 LOG TOE PROTECTION
LOG VANE
A\ \ / r\yt` \` \ 2_6*50 � FORD CROSSING
ROOT WAD
k�\ 0x11L' CHANNEL PLUG
�>s p RPr WETLAND CHANNEL PLUG
au� p RT+RI
EIOSTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
50 5U
48 48
46 46
44 1 1 1 1 144
42 42
40 40
38 38
36 36
20 +00 20 +50 21 +00 21 +50 22+00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00
[ I NaAJrantal Scale T Inch - X&
%%rtlod Scale 1 bmh
�6T wAto
OP 6tW�
IL
��
auk
770 CORPORATE CENTER Do%e
RALEIGH NC 77607
^ BIB
D ( ) 797 0181
DICKSON DTD L aa9a �
aaRlnl pity hft t u_wm a .At_ta Sa�TN Ca d. Gw 9i
RELEASED FOR
DATE
�/¢dR
700 7
APPROVALS
r
i0171OdiA
a°° "`
C6KTRUCRON
0.7/..
RECORD 01YG
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 5
FLOOGIE MITIGATION PROJECT STA 20 +00 TO STA 28 +00
BERTIE COUNTY NORTH CAROLINA ZO

EL GEND
I E)OSTING CONTOURS —
;71 CENTERUNE OF E)OSTING DITCH —
/������ \ BOTTOM OF BANK — — — BB---
`\\\_ TOP OF BANK — — — TB — — —
OMITS of CONSERVSMEN L�
LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
W
W // / / }, \ \_ °' ROOT WAD
V7 S / / '�., `\\ \�\ /// !ll 0 /1 11 } CHANNEL PLUG Ef
W A , 8 l 11ETLAND CHANNEL PLUG
p �� i — — / v \ \ \� � \\�\ 07 /� �• �' /� t EIOSTING WETLANDS
\ / BEDDED LOG STRUCTURE
00 ! * / �/ / / ^ \l / / SMALL WOODY DEBRIS
W
Y
` G I
a
< Cb I
I
I
1 (1 \
MATCH LINE 35 +35 SEE SHEET 6
s r a o
1 f-h - SM
50 50
48 48
46 46
44 1 144
42 42
40 40
38 38
--i I — 36 36
29 +00 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00
Ner�td Sods 1 .7-
]OR.
v and s9d� t b h - aR
Ntue wum n ra S t ]HI CORPORATE CENTER DRIVE RELEASED iOR f1A7F
�„�— �nR WK NC rrPR0VAL5 ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 6
_ [phone]
DICKSON aDONG FLOOGIE MITIGATION PROJECT
_D 5N31ODRA 011k LacaliG= CONSIRIKTIW
V NO OESCRIPMON DATE —, ORy L,no.(T�(D.. COII�IRORV N rt� C D w W BERTIE COUNTY NORTH CAROLINA STA 28 +00 TO STA 35 +35 'LO
REVISIONS ra_ 03/x8 /D! Soule c NF RECORD DW_

50
48
46
44
42
40
38
_�F
[ I HorkaTfd Seale T " - Zlm
M.tlod S. T " - -I&
LEGEND
E]OSTNG CONTOURS
—
CENTERUNE OF EASTING DITCH
—
BOTTOM OF BANK —
— — BB — — —
I TOP OF BANK —
— — TB — — —
LIMITS OF CONSERVATION
LICE
EASMENT
OONSTRLCTON
I
LOG RAMP
wr
1 0.7/76/06
I LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
CHANNEL PLUG
WETLAND CHANNEL PLUG
EIOSRNG WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
50
48
46
44
42
40
38
36
35 +50 36 +00 36 +50 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41 +50 42 +00
REV NO DESCRIPTION DATE
REVISIONS
����
DPI
DR
~d"
��..•'•
770 CORPORATE CENTER DRIVE
\w /�/ RAIFJ(}1 NC 77607
rw (979J 782 M95
DDICKSON OlR L tI >
Comm nRy MhmVUel ro eeRedlmlL North C tll G ql
Salth Ca aln
RELEASED FOR
DATE
�u5
�°�`
-�
souTmra
OONSTRLCTON
wr
1 0.7/76/06
RECORD DWG
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA STA 35 +35 TO STA 42 +00 20

4b
44
42
40
38
36
34
42 +00
Hatt -td Soda T Inch - JIM
ll- Soda 1 Inch - Jn.
42 +50 43 +00 43 +50 44 +00 44 +50 45 +00 45 +50 46 +00 46 +50 47 +00 47 +50 48 +00 48 +50
LEGEND
DUSTING CONTOURS
—
CENTERUNE OF OOSTING DITCH
—
eoTTOM OF BANK —
— — BB---
TOP OF BANK —
— — TB — — —
LIMITS OF CONSERVATION
LOE
EASMENT
LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
CHANNEL PLUG
WETLAND CHANNEL PLUG
EASTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
n-fcr• -.m —_ REI.EnSED FOR DATE
72o CORPORATE GNm 7 ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS
—� �\ w /�/ RALDI9I NG 37607
'� 7 DICK$ON (III) 762 D40.5 FLOOGIE MITIGATION PROJECT
B00 NG
DPI 6W9.ORA N Lm 11 F
REV NO DE naN DATE lu w.� nm� �Rmu Ry hamlrueha6 —.dtmu NorthC dN, c.o vl TOM BERTIE COUNTY NORTH CAROLINA STA 42+00 TO STA 49 +00 20
REMSIONS d✓m as 67/06/06 Saran Ca dF RECORD DWG

a�es
X�e
p
LIME
341--
LEGEND
REV ND
DDSTINO CONTOURS
—
CENTERUNE OF DOSTING DITCH
—
BOTTOM OF BANK — —
— BB — — —
I TOP OF BANK — —
— TB — — —
LIMITS OF CONSERVATION
LCE
EASMENT
bT�.a —
0 /n/M
LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
CHANNEL PLUG
WETLAND CHANNEL PLUG
E)OSTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
6
4
2
0
8
16
4
49 +00 49 +50 50 +00 50 +50 51 +00 51 +50 52 +00 52 +50 53 +00 53 +50 54 +00 54 +50 55 +00 55 +50 56 +00 56 +50
Ho kmtd Sode T hch - 3W
Y tod Sack T Nd - MIL
DPI`
REV ND
DESCRIPTION
PATE
1 J
�—
REVISIONS
DPI`
`-A'
- - ' \ )i0 COIaPORATE CENTER OWK
RALEIGH NC 27607 _
�DICKSON (91u� Taz aw
0111 L lb e
tommimRy klhmirueWa emeitmL Nm C din G-91
Sl, C d1'i
ou
RELEASED FOR
DATE
�—
X-22—L-
501 00RA
eonNc
CORSTRDCTgR
bT�.a —
0 /n/M
RECORD DWG.
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS 9
FLOOGIE MITIGATION PROJECT STA 49 +00 TO STA 56 +50
BERTIE COUNTY NORTH CAROLINA 2O

44
42
40
38
36
34
32
56 +50
Harhvtm Sgdc t Inch - xn.
Vwtkd Stile T Inds
LEGEND
EXISTING CONTOURS
—
CENTEAUNE OF EXISTING DITCH
BOTTOM OF RANK —
— — BB — — —
TOP OF BANK —
— — TB — — —
LIMITS OF CONSERvAnoN
LCE
EASMENT
LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
CHANNEL PLUG
NETLAND CHANNEL PLUG
E)OSTING WETLANDS
BEDDED LOG STRUCTURE
SMALL %000Y DEBRIS
=LE
57 +00 57 +50 58 +00 58 +50 59 +00 59 +50 60 +00 60 +50 61 +00 61 +50 62 +00 62 +50 63 +00 63 +50 64 +00
1e¢�- -- ]ZO CORPORATE CENTER Ofd YE RELEASED FOR DATE
0" `AN RALEICH NC z�.7 APPRpIALS ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS
&L � vw (gtq)7B20ag5 FLOOG E MITIGATION PROJECT 10
DICKSON °°°"`
OOH � W]irOQiA OIDC L lb a
No DESCRW I DATE Ce tty M**A.. m -.atmu ­h ai O.oq C BERTIE COUNTY NORTH CAROLINA STA 56 +50 TO STA 64 +00 20
REVISIONS —p d" S mRDO.a
outh C aH

vo
LEGEND
a1n
1 31
EXSTING CONTOURS
—
CENTERUNE OF EXISTING DITCH
—
BOTTOM OF BANK — —
— BB — — —
TOP OF BANK — —
— TB — — —
LIMITS OF CONSERVATION
LCE
EASMENT
w
w/7a/De
LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
}
CHANNEL PLUG
WETLAND CHANNEL PLUG
EXISTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
It F
42
40
38
36
34
32
64 +00 64 +50 65 +00 65 +50 66 +00 66 +50 67 +00 67 +50 68 +00 68 +50 69 +00 69 +50 70 +00 70 +50 71 +00 71 +50
NorlSa td Soda 1 Inch — 30R
YartlaN Scdc 1 I h 3fL
REV NO DESCRRTION DATE
REVISIONS
Ne61��
ON
f
DR
rr[
arvM
a1n
1 31
770 CORPORATE CENTFA 7 W
RALEIGH NC 77607
YY K (919) 7B7 M95
WFDICKSON DMR L tb .
Ca111INM RY YMlMS1141CL►e daW1aMR Nana C all Cao 9
sauM c aI�
RELEASED FOR
DATE
m
AP�OVALS
!OU
Cd6TRUCTION
w
w/7a/De
RECMO oWc
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 11
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA STA 64 +00 TO STA 71+50 20

.+ t
42
40
38
36
34
32
71 +50 72 +00
N votes sack T 1 Inds - FOR
u.ebd sods
LEGEND
EIOSTING CONTOURS
—
CENTERUNE OF EASTING DITCH
—
BOTTOM OF BANK — —
— BB---
TOP OF BANK — —
— TB — — —
LIMITS OF CONSERVATION
LCE
EASMENT
LOG RAMP
LOG GRADE CONTROL
N LOG TOE PROTECTION
.— LOG VANE
FORD CROSSING
J
ROOT WAD
CHANNEL PLUG
WETLAND CHANNEL PLUG
E)OSTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
44
42
40
38
36
34
32
72 +50 73 +00 73 +50 74 +00 7,4 +50 75 +00 75 +50 76 +00 76 +50 77 +00 77 +50 78 +00 78 +50 79 +00
DP; TaoconraR "h (INTER 7607 pjmEm�Ed+ D "T� ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS
FERE W R" (9 p 77112 =O�YS7 MPRWUS 1 'Z
°� ..� �p COQ a� a�G FLOOGIE MITIGATION PROJECT
REV REVISIONS o "TE 501100"" —m Ry tio-o,au t.. Mont. Ncrth C �I c.o9• �1°1C110i STA 71+50 TO STA 79 +00
REVISIONS -+a� -a �/7eNe NVh C ti CO� � BERTIE COUNTY NORTH CAROLINA 2Q

40
38
36
34
32
30
28
26
L
EOOSRNG CONTOURS
CERTERUNE OF EIOSTING DITCH
04�a �1
BOTTOM OF BANK —
— — BB — — —
TOP OF BANK —
— — TB — — —
LIMITS OF CONSERVATION
LCE
EASMENT
LOG RAMP
CP
w
LOG GRADE CONTROL
CbISTRLCTON
LOG TOE PROTECTION
yy.a
LOG VANE
RECORD 0116
FORD CROSSING
7 ROOT WAD
CHANNEL PLUG
WETLAND CHANNEL PLUG
E)aSTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
40
38
36
34
32
30
28
26
79 +00 79 +50 80 +00 80 +50 81 +00 81 +50 82 +00 82 +50 83 +00 83 +50 84 +00 84 +50 85 +00 85 +50 86 +00
[ I War .. Sock 1 . - .
%rNod Sods 1 hldl - 3&
REV NO DESCRIPTION ATE
REVISIONS
���
04�a �1
--,\ 710 CORPORATE CENTER DRILE
RAIEIf�I NC 17605
(919) 781 -0495
DICKSON 010a C a. C
eemm oily Ytheatruohn aru1HmH� Noun a am CAOrgI
S_w Ca aln
RELEASED FOR
DATE
s—
COD°'D
CP
w
5043100RA
CbISTRLCTON
yy.a
��
00/18/08
RECORD 0116
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 13
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA STA 79 +00 TO STA 86 +00 20

3D,
an
an 3DT art
an an 301
LEGEND
I-
w
w
2
COSTING CONTOURS
—
En
CENTERUNE OF E70STING DITCH
—
LLI
LLJ
BOTTOM OF BANK — —
— BB — — —
(n
TOP OF BANK — —
— TB — —
(^
O
LIMITS OF CONSERVATION
LCE
A.Q _ +
EASMENT
W
2
N
OT
X416 OO+Z4
LOG RAMP
Lj '1 OC+OB
LOG GRADE CONTROL
W
Pe Va
00+06 —
= \ J
LOG TOE PROTECTION
Opass PT uM
—
LOG VANE
O
'#'
_ OF,}p9
/
Q
FORD CROSSING
_ _ _ /
i
f0 - -� �,�
04+8Y
00+69
//
ROOT WAD
_
c X99 _ ('
00�
/ ��
J/
= —
CHANNEL PLUG
2 Opp a# 6
% /i
WETLAND CHANNEL PLUG
/ /
EJOSTING WETLANDS
42
j /
BEDDED LOG STRUCTURE
Q
boa Pe RTAII
SMALL WOODY DEBRIS
ttcnu� PT
LCE
LCE LCE LCE
LCE
\� LCE
LCE
L LCE
a a a e
E h b -9W
38
38
36
36
34
34
32
32
30
30
28
28
26
26
24
24
86 +00
86
+50
87
+00
87
+50
88
+00
88
+50
89
+00
89
+50
90
+00
90
+50
91 +00
91
+50
92
+00
H.t—td Sod* 1 Mrh - a'Kft
%%tiW Sod* 1 01rh - ]R
�n �'� �"� �r..• 770 CORPORATE CENTER DRIVE RELEASED FOR DATE
RALEKi ND 77e07 APPROVALS ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS 14
(919) 7117 0495
DDICKSON OTR Locati— a00OC FLOOGIE MITIGATION PROJECT
NO DE TKW DATE eomT111e11lyhhmlrucWrernlTUltmMe NWhC PI.. C qW CONSTRUCTION BERT)E COUNTY NORTH CAROLINA STA 86 +00 TO STA 92 +00
REVISIONS '°1e"'q ��� �� C. RECORD DWG 2O

0o sr
tiX
a LEGEND
Ebsn xc coxrouRS — — —
—
tG� \\ \ = CENTERLINE OF 00STING DITCH — — —
BOTTOM OF BANK — — — BB — — —
\ \\ "ra z TOP OF BANK — — — TB — — —
\\\ \
to UNITS OF CONSERVATION LC E
\ \ \\ \\\ \ g'g�- + LOG RAMP
\\ .B 00 !s / `" ��g� - LOO GRADE CONTROL
(b +L6 Os +LB rn LOG TOE PROTECTION
LOG VANE
In —r
= FORD CROSSING
rri
.4 ROOT WAD
Ln CHANNEL PLUG
WETLAND CHANNEL PLUG
EIOSTING WETLANDS
/ /
-:Z:- - // I BEDDED LOG STRUCTURE
QS�I /// SMALL WOODY DEBRIS
QIOH �o wax //% P L
s ,• s �
I lea! am
38 38
36 36
34 34
32 32
30 30
28 28
26 26
24 24
92 +00 92 +50 93 +00 93 +50 94 +00 94 +50 95 +00 95 +50 96 +00 96 +50 97 +00 97 +50
Nar4v,td Soda: 1 ewl - art.
o
wolod sods 1 elan - ae.
"O6' — O1"'O— 770 CORPORATE CENTER DRIVE R£LEASEDFOR DATE ENVIRONMENTAL BANC &EXCHANGE LLC FLOOGIE AS —BUILT PLANS
DR `W - A�' RALEIGH NC 77607 APPROVALS '� 5
u 00 7 - - ,\ (BIB) 7e7 0495
Dp mom �DICKSON e°°"` FLOOGIE MITIGATION PROJECT STA 92 +00 TO STA 97 +50
REV R0 CEF1 10R DA - rHm a mmmunRy MroaWNwe cmanemv NaK cadh Goo B COSTRUCTION BERTIE COUNTY NORTH CAROLINA 2Q
REVISIONS aaa w/ie/ae Souln to al RECORD OW_

"' 770 CORPORATE (ENTER ORM RELEASED FOR DATE
70 RALDGN NC 71 -7 A PROJALS ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS 16
.E (910) 7B7 0.195
DICKSON �°""` FLOOGIE MITIGATION PROJECT
OIRCe Luolim6
REV No DESCRPTI011 DATE n�i...i '�'" canmimltyhnmwT:mraean,JtmU Nuu+E an c.a9w BERTIE COUNTY NORTH CAROLINA STA 97 +50 TO STA 103 +00 20
REVISIONS .+PM 0D /73/09 9— Co a„ REODRD DWG
3'\
LEGEND
\oo+
DSO
EXISTING CONTOURS
-
-� —1
CENTERUNE OF EXISTING DITCH
L
BOTTOM OF BANK — —
— BB---
N
'500 -'
�.
TOP OF BANK — —
— TB — — —
_J
LIMITS OF CONSERVATION
LCE
W
�
\
\ \�
fp
LOG RAMP
(n
�/
LOG GRADE CONTROL
LOG TOE PROTECTION
Lo
�
\\
\\
N
LOG VANE
+LE
\� \\\
FORD CROSSING
W
//�
ROOT WAD
CHANNEL PLUG
Op *ao
O
WETLAND CHANNEL PLUG
Q
=—
EXISTING WETLANDS
W
BEDDED LOG STRUCTURE
HZ
-�
SMALL WOODY DEBRIS
U
ti
Q
i
CE LCE LCE LCE
LCE
LCE LCE
LCE
LCE
LCE
LCE
a r a a
38
38
36
36
34
34
32
32
30
30
28
28
26
26
24
24
97 +50
98 +00 98 +50 99 +00 99 +50
100 +00 100 +50 101 +00
101 +50
102 +00 102 +50
103 +00
HarhoMal Sods T k h R
- JO
Krtwd sod, 1 IDCi . JR.
"' 770 CORPORATE (ENTER ORM RELEASED FOR DATE
70 RALDGN NC 71 -7 A PROJALS ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS 16
.E (910) 7B7 0.195
DICKSON �°""` FLOOGIE MITIGATION PROJECT
OIRCe Luolim6
REV No DESCRPTI011 DATE n�i...i '�'" canmimltyhnmwT:mraean,JtmU Nuu+E an c.a9w BERTIE COUNTY NORTH CAROLINA STA 97 +50 TO STA 103 +00 20
REVISIONS .+PM 0D /73/09 9— Co a„ REODRD DWG

m
MA
36
34
32
30
28
26
24
103 +00 103 +50 104 +00 104 +5C
Haftmtd Swe I b.* - 3414L %krMd Souls I WoCh - 314L
LEGEND
EKISTING CONTOURS
— —
CENTERUNE OF ETOSTING DITCH
—
BOTTOM OF BANK —
— — BB — — —
TOP OF BANK —
— — TB — — —
UMITS OF CONSERVATION
LOE
EASrENT
LOG RAMP
LOG GRADE CONTROL
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
CHANNEL PLUG
WETLAND CHANNEL PLUG
EXISTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
WK '_°`°�°" ""GH NC27°07 WK RELEASED ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS
�T ✓� RALEIGH N[ 17607 MPRMALS 1
°� '�°° DDICKSON `91917 �� 9=kG FLOOGIE MITIGATION PROJECT
oa 60�]100RA °"k L°�I • STA 103 +00 TO STA 104 +71 55
DESCRPI DATE Foe.R ra Ity Ifth �b ctw consWtw" Nunn C. dti Go aw CONSTRUCTION BERTIE COUNTY NORTH CAROLINA 20
REVISIONS ^ 03/28/GB Soule Ca OM RECORD DW4

J
R
R
OUTLE INV = 45 06'
OUTLET INV = 45 89'
OUTLET INV = 48 89'
OUTLET INV = 49 43'
OUTLET INV = 48 69' c
OUTLET INV = 48 16'
m e m m OUTLET INV = 48 50'
OUTLET INV = 45 75'
- l°^M1 OUTLET INV = 43 70'
� 1 1100 YYn 77000RPORAlE CENTER NC 2 ORIK W7 A s 0A1E ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS —BUILT PLANS � g W� 1 RALFIQI ML ]76°7
(019) M 0405
�°° DICKSON "°° ` FLOOGIE MITIGATION PROJECT
OPI SOUt00RA ONb LOwlb L OON9TRUCTION
Rev un oesanPnon DATES eanml ItyF,tro.wLRncon.6tuw Nulnc ai u6y� BERTIE COUNTY NORTH CAROLINA WETLAND CONDITIONS 20
REVISIONS a.rP as 03/x0/°6 sau In ca n REC DWI

VP6
�1
AW1/VP2
CROSS SECTIONS 1 -2
dVP7
AW2/VP3
CROSS SECTIONS 34
AW3/VP4
CROSS SECTIONS 7 -8
�� -�
d.� e�
,
` - A'
- - . \ 770 CORPORATE CENTER OR1Lf
RALEI19 78 77605
(9,0) 7R7 -OA95
DICKSON Om C 11 a
talYn nity MhmSluct ro Can.11lm,L Hvin C ai CAO gl
swln CR ak,
RELEASED FOR
DATE
�
APPROVALS
`
DR
0 —
s
wu,aaw,
CONSTRUCTOR
r� n.Ti
anlp�e.p
�u y
03/76/06
RECORD DWI
CROSS SECTIONS 5 -6
VP9
AW4/VP5
Iff
CROSS SECTIONS 9 -10
VP10 -- CG1 AW5
VP1
t
O
AW6
VP121
ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 9
FLOOGIE MITIGATION PROJECT MONITORING OVERVIEW
BERTIE COUNTY NORTH CAROLINA ZO

CROSS SECTIONS 15 -16
VP15
Pr,),
I
VP14
P1
CROSS SECTIONS 17 -18
VP17 /CG2
REFAW1
O
REFAW2
O
REFAW3
O
P13
CROSS SECTIONS 13 -14 CROSS SECTIONS 19 -20
CROSS SECTIONS 11 -12
I
VP
i_N 720 CORPORATE CENTER ORI%f RELEASED FOR a
RA
WK Ed W 2760 ENVIRONMENTAL BANC & EXCHANGE LLC FLOOGIE AS -BUILT PLANS 20
(910) . 049S ' ate
-ami. DDICKSON DIF Lw11. ��"` FLOOGIE MITIGATION PROJECT
REV Ro
DESCRIPTION DATE a� �^�^^W^�' �^^��+L R°^" C a" °ie 9° TnR SERTIE COUNTY NORTH CAROLINA MONITORING OVERVIEW 2 Q
REVISIONS ado W/]B/OB Soule Ca pN RECORD OR

APPENDIX B
2011 Profile and Cross Section Data

Floogie
Reach 1 -2 STA. 15 +50 - STA. 25 +50
As -Built — Year 1 —Year 2 —Year 3 --*-Year 4 + Water Surface + LTB X RTB
47
45 + + x +X x * + x X+ x + x + X +
43
a
°– 41
m
w 39
37
35
1550 1650 1750 1850 1950 2050 2150 2250 2350 2450 2550
Channel Distance (ft)

Floogie
Reach 3 STA. 47 +50 - STA. 65 +00
—As-Built — Year I — Year 2 Year — Year 4 + Water Surface + MB X RTB
44
42 + X XF 4X �( X +x )K
� + X X + +X 3p
a 40
a 38
u
W 36
34
32
4750 4950 5150 5350 5550 5750 5950 6150 6350 6550
Channel Distance (ft)

Floogie
Reach 4 STA. 87 +50 - STA. 94 +50
—YearI Year Year Year 4t Water Surface + LTB X RTB
42
40
z 38
•a° 36 - -
u
m 34
32
30
8750 8850 8950 9050 9150 9250 9350
Channel Distance (ft)

Floogie, Cross Section 1, Pool
48 ,
47 -
46
a
m
45
W 44 V
43
42
0 10 20 30 40 50 60 70 so
width (ft)
Bankfull Elevation -As -Built -Year 1 Year 2 -Year 3 Year 4

Floogie, Cross Section 2, Riffle
50
49
48
i~
a 47 �—
46
w
45
44
43
0 10 20 30 40 50 60 70 80
Width (ft)
Flood Prone Area Bankfall Elevation As -Built —Year 1 Year 2 —Year 3 Year 4

Floogie, Cross Section 3, Pool
48
47
46 — �� �—
� 45 __
0
44 - _
W 43 — -
42
41
40
0 10 20 30 40 5o 60 70 80 90
Width (ft)
BankfaU Elevation As -Built —Year 1 —Year 2 —Year 3 —Year 4

50
49
48
47
a
0 46
V
W 45
44
43
42
Floogie, Cross Section 4, Riffle
0 10 20 30 40 50 60 70 80
Width (ft)
Flood Prone Area Bm*fidi Elevation As -Built -Year 1 Year 2 -Y. 3 Year 4

Floogie, Cross Section 5, Riffle
47
46
45
0
44
�i
W 43
42
41
0 10 20 30 40 50 60 70 80
Width (ft)
Flood Prone Area Bankfull Elevation -As -Built -Year l -Year2 -Year 3 Yew 4]

Floogie, Cross Section 6, Pool
45
Y.;
44
43
0
42
W
41
40
0 10 20 30 40 50 60 70 80
Width (ft)
FBankfull Elevation BAs -Built -Year 1 Year 2 -Year 3 Year 4

Floogie, Cross Section 7, Riffle
45
44
a
43
0
V
t 42
w
41 --
40
0 10 20 30 40 50 60 70
Width (ft)
Flood Prone Area Bankfull Elevation BAs -Built —Year 1 Year 2 —Year 3 Ye- 4

Floogie, Cross Section 8, Pool
45
44
43 ..
a
0
42
W
41
40
0 10 20 30 40 50 60 70
Width (ft)
Bankfull Elevation As -Built Year 1 Year 2 Year 3 Year 4

Floogie, Cross Section 9, Riffle
47
46
45
44
a
43 ` - -
W 42
41
40
39
0 10 20 30 40 50 60 70
Width (ft)
Flood Prone Area Bankfull Elevation As -Built Year 1 Year 2 -Year 3 Year 4

Floogie, Cross Section 10, Pool
45
44
43—
0 42 /.
41
W
40
39
38
0 10 20 30 40 50 60 70 xn 90
Width (ft)
BankM Elevation As -Built Year 1 Year 2 Year 3 Year 4

46
45
44
a
m
43
�i
W 42
41
40
0 10 20 30 40 50 60 70 So 90
Width (ft)
Floogic, Cross Section 11, Riffle
Flood Prone Area Bankfi l Elevation As -Built Year 1 Year 2 -Year 3 Year 4

Floogie, Cross Section 12, Pool
45
44
43
p 42
41
W
40
39 - - -_
38
0 10 20 30 40 50 60 70 80
Width (ft)
Bankfull Elevation As -Built Year 1 Year 2 Year 3 Year 4 I

Floogie, Cross Section 13, Pool
43
42
41
°o
W d 40
39
38
0 10 20 30 40 50 60 70
Width (ft)
BmiMl Elevation As -Built Year 1 Year 2 Year 3 -Yea 4l

Floogie, Cross Section 14, Riffle
44
43 -
42
41 \.-
a�
W 40
39 /
38
0 10 20 30 40 50 60 70
Width (ft)
Flood Prone Area Bani full Elevation As -Built Year 1 Year 2 Year 3 Year 4

ti . V " '_�S�. .
to _.

Floogie, Cross Section 16, Pool
42
41
40
39
a
n° 38
W 37
36
35 -
34
0 10 20 30 40 50 60 70
Width (ft)
Bankf ill Elevation As -Built Year 1 Year 2 Year 3 Year 4

Floogie, Cross Section 17, Pool
42
41
40
39-
38
W 37
36
35 - r
34
0 10 20 30 40 50 60 70
Width (ft)
Bankfull Elevation As -Built Year 1 Year 2 Year 3 Yeat 4

Floogie, Cross Section 18, Riffle
46
44
42
W 38 -
36
34
0 10 20 30 40 50 60 70 80 90
Width (ft)
Flood Prone Area Bankfull Area As -Built Year 1 Year 2 Year 3 Year 4

Floogie, Cross Section 19, Pool
41
40
w
38
37
W
36
i
35
34
0 10 20 30 40 50 60 70 80
Width (ft)
Bankfull Elevation As -Built Year 1 Year 2 Year 3 Year 4

Floogie, Cross Section 20, Riffle
44
43
42
.. 41 ..
d~
c 40
39
W 38
37
36
35
0 10 20 30 40 50 60 70 80 90 100
Width (ft)
Flood Prone Area Bankfull Elevation As -Built Year 1 Year 2 Year 3 Year 4

APPENDIX C
2011 Gauge Data

Dale
Time
Water Level
Inches
Otte
Manual
Rainitsuge
Onalte Auto
RG Dally
On- lie %uto
Ralogaage
Monlhiv
WindsorDaLlI
Rainfall
dd mmm
hh man
FLO AWI
FLO AW2
FLO A%3
FLO AW4
FLO AWS
FLO AW6
FLO RANI
FLO RAW2
FLO RAW3
CGI
CG2
I Jan 2011
00000
117
014
002
-066
1 36
-009
3716
3641
2847
1 Jan 2011
60000
144
-003
004
104
161
043
3731
3656
1839
I Jan 1011
120000
099
043
068
-042
190
027
3308
3629
2338
1 Jan 2011
18 lb 00
079
044
056
0 11
064
1 20
2998
3624
2079
2 Jan 2011
00000
098
058
083
017
-021
141
1837
3611
1094
1 Jan VII
60000
1 05 1
031
044
-029 1
005
1 30
2778 1
3624
21 58
2 Jan 2011
12 00 00
1 14
030
045
-040
034
1 24
2774
3627
2247
2 Jan 2011
180000
-060
055
052
000
142
1 98
1760
3516
1955
025
3 Jan 1011
00000
-099
048
034
001
201
1 73
2661
3639
1668
3 Jan 2011
60000
1 80
023
038
094
149
083
2659
3690
1846
3 Jan 2011
110000
1 10
033
029
053
208
1 19
1611
3630
1893
3 Jan 2011
180000
1 65
-035
036
1 27
1 37
035
2693
3681
2037
4 Jan 2011
00,000
3 19
1 82
164
304
019
135
2886
38 18
2257
4 Jan 2011
60000
3 12
1 79
1 63
320
-053
1 76
1930
3807
1335
4-Jan 2011
120000
1 41
001
021
161
098
025
2803
3638
2229
4 Jan 2011
18 00 00
1 26
010
0 10
129
105
-018
2809
3627
21 74
5 Jan 2011
00000
194
065
-044
210
015
116
1940
3691
1554
5 Jan 1011
60000
216
-093
-074
150
-020
160
3017
3710
2814
5 Jan 2011
120000
1 33
-010
021
1 84
050
-091
2996
3.632
2851
5 Jan 2011
190000
1 35
005
004
1 83
019
1 15
3058
3635
1859
6 Jan 2011
00000
1 39
000
Oil
1 66
009
109
31 04
3636
1862
6 Jan 2011
60000
1 28
-005
004
1 63
009
09
31 84
3623
2850
6 Jon 2011
110000
125
1 000
021
166
1 -004
I11
1 3165
3629
862
6 Jan 2011
180000
1 49
-0 i8
024
1 82
-038
1 38
3366
3642
1866
00
7 Jan 2011
00000
237
1 18
108
287
143
230
3544
3743
2946
7 Jan 2011
6 00 00
227
1 10
-091
283
135
221
3594
3716
1926
7 Jon 2011
120000
1 26
012
0 1 7
1 93
-057
1 v 1
3571
3612
2829
7 Jan 2011
180000
1 73
-050
-039
124
-099
174
3673
3653
2874
8 Jan 2011
00000
125
1 10
-099
2 87
173
238
3784
37 16
2934
8 Jan 2011
60000
2 16
110
-096
191
166
237
3778
3705
29 12
8 Jan 2011
120000
141
-041
007
226
099
1 71
3703
3636
2850
8 Jan 2011
18 00 00
168
077
-086
268
1 52
206
3731
36 46
1866
9 Jan 2011
00000
267
185
1 81
377
260
3 11
38 08
3736
1947
9 Jan 2011
60000
3 75
304
354
520
359
436
3895
3809
3030
9 Jan 2011
120000
130
158
1 35
411
120
283
3718
3651
2866
9 Jan 2011
18 00 00
279
232
1 70
-495
297
360
3802
37 16
1935
1 24
10-Jan 2011
00000
390
408
3 86
669
394
465
3874
3790
3006
10 Jan 2011
60000
347
365
366
637
3 52
414
38 14
3730
2949
10 Jon 2011
120000
279
236
283
5 45
296
337
3754
1 3669
1876
10 Jan 2011
180000
221
1 84
070
498
284
307
3736
3642
2863
001
I I Jan 2011
0 00 00
1 18
15,
-060
493
289
309
3733
3663
1 2874
11 Jan 2011
60,000
2 17
147
-052
496
302
296
3749
3674
1877
11 Jan 011
12 00 00
1 73
-082
006
-407
238
192
3736
3656
2969
11 Jan 2011
180000
1 39
009
-004
331
1 35
1 33
3730
3648
2866
012
12 Jan 2011
00000
1 52
005
013
161
153
110
3730
3653
1858
12 Jan 1011
60000
1 88
039
-061
179
207
1 48
3762
3674
28 81
12 Jan 2011
120000
1 52
010
012
158
1 79
1 18
3714
3638
2857
12 Jan 2011
180000
1 69
039
050
195
1 1 97
1 SD
1 3734
3663
1863
001
13 Jan 1011
00000
236
1 16
1 14
172
283
1 32
3791
37 13
2928
13 Jan 2011
60000
303
202
194
379
363
3 11
3847
3765
1 2996
13 Jon 2011
1100 00
1 77
-066
-045
272
247
1 86
37 13
3633
2848
13 Jan 2011
180000
207
1 12
-069
320
280
129
3748
36 62
2887
14 Jan 2011
00000
-474
430
386
665
544
5 14
3989
3902
31 13
14 Jon 2011
60000
541
-616
567
815
577
586
-4009
39 16
31 44
14-Jan 2011
120000
269
3 17
301
518
291
185
37 13
3617
2851
14 Jan 1011
180000
1 57
246
085
5
309
282
3745
3650
2890
15 Jan 2011
00000
416
536
743
5
470
465
3880
3791
30 14
15 Jan 1011
60000
389
551
3 25
3
-4 22
-427
38 20
3736
2958
15 Jan 2011
120000
258
330
0 10
8
291
282
37 13
3639
2856
15 Jan 2011
180000
1 82
184
014
0478
1 60
2 24
3696
36 01
18 27
16-Jan 101 1
000 00
1 98
1 Ro
-027
5
2 97
1 68
37 24
36 33
2854
16 Jan 1011
600 00
2 05
2 16
-067
5
3 18
3 03
J7 37
36 56
28 68
16 Jan 2011
110000
185
186
-034
7
311
268
3702
3638
1841
16-Jan 2011
180000
129
096
1 003
487
301
144
3688
36 17
2827
17 Jan 2011
00000
257
196
1 39
-627
-418
3 82
3787
37 19
2935
17 Jan 2011
60000
1 18
207
1 12
-612
387
361
3750
1 3694
2889
17 Jan 2011
110000
1 58
1 16
-008
5 4l
329
179
37 U4
J6 1'
2852
17 Jan X01 1
180000
0 9�
0 30
060
1 68
166
-0 91
36 91
J6 08
2830
0 98
18 Jan 2011
000 00
046
265
201
144
458
298
3698
1 24 16
2846
1

Date
Time
Water Level Inehe+
On site
Manual
Raingauge
On -rite Auto
RG Daily
On site luto
Raingauge
Monahl
%ind+ar Dalh
Rainfall
dd mmat-5M
hh mmu
FLOAWI
FLO AW2
FLO AW3
FLOAW4
FLOA%5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
18 Jan 2011
60000
005
3 78
1 67
603
632
251
992
2097
-489
1 8 Jan 2011
12 00 00
056
092
107
4 1 1
619
2 10
1320
2590
624
18 J. '011
18 00 00
084
052
092
1 07
445
1 78
1481
1910
7 16
035
19 Jan 2011
00000
087
049
076
029
397
1 67
1603
3245
No]
19 Jan 2011
6 OD 00
102
042
061
-007
338
1 59
1740
3465
-860
19 Jan 1011
1 120000
095
1 036
058
-0 18
3 11
1 58
1849
1 3636
882
19 Jan 2011
180000
094
045
057
-006
307
1 58
1916
3599
934
004
20 Jan 2011
00000
104
017
050
013
281
1 30
2046
36 11
1045
10 Jan 1011
60000
1 19
009
024
046
243
096
2160
3626
11 52
20 Jan 2011
120000
1 15
0 13
040
-066
2 23
081
2255
3628
1116
20-Jan 2011
180000
101
015
061
-060
2 15
096
1263
36 11
1149
11 Jan 2011
OWN
0 97
031
069
048
2 11
074
2327
36 12
1276
7I Jan 2011
60000
101
014
033
-054
1 89
053
2417
3628
1364
21 Jan 2011
11 00 00
1 10
010
0 09
077
1 65
044
1526
3619
1455
21 Jan 2011
180000
119
1 000
009
-099
145
017
2579
3616
1525
001
22 Jan 1011
00000
1 80
-068
057
193
067
-090
2725
3674
1663
22 Jan 2011
60000
1 94
089
068
231
0 16
1 36
1925
3688
1752
21 Jan 1011
11 00 00
1 56
-033
-009
1 191
047
1 23
2857
3647
1750
12 Jan 7011
180000
1 74
068
042
226
012
1 59
2971
3666
18 15
23 Jan 2011
00000
368
272
144
439
1 84
350
3169
3843
2076
23 Jan 2011
60000
5 10
466
-4 17
-650
3 35
504
3504
3953
2262
13 Jan 1011
120000
1 87
1 47
016
369
034
166
33 19
3640
199,
23 Jan 2011
180000
1 43
1 04
009
366
-026
1 58
1 3474
3624
1048
24 Jan 1011
00000
2 13
176
103
46H
1 06
255
3686
3694
1190
24 Jan 1011
60000
301
344
1 89
-6 17
201
343
3836
3750
2318
24-Jan 2011
110000
204
188
-042
500
1 1 09
224
3720
3647
2302
24 Jan 2011
180000
1 40
1 12
001
441
-089
1 71
3697
3622
23 17
55 Jan 2011
0 00 00
1 53
088
-018
460
1 17
192
3730
3641
2446
25 Jan 2011
60000
1 40
052
-007
-441
1 19
169
37 19
3638
1539
25 Jan 2011
120000
1 31
-022
016
367
1 12
157
37 15
3614
17 14
25 Jan 2011
180000
1 13
014
028
1 97
088
1 16
37 00
3608
28 15
1
017
26 Jan 2011
00000
1 09
050
054
105
-046
087
3695
3611
1637
26 Jan 2011
60000
-054
087
077
0 13
09,
106
3692
36 16
1677
16 Jan 2011
12 DO 00
-0 85
067
077
020
135
1 59
3698
3629
1285
26 Jan 2011
180000
-047
097
1 23
068
1 307
191
3702
36 17
939
035
27 Jan 2011
00000
071
057
080
061
321
1 72
3099
3567
11 34
17 Jan 2011
60000
143
-023
010
-051
139
087
2800
3671
1359
27 Jan 2011
120000
103
037
052
037
263
1 17
2659
3640
1442
27 Jan 2011
180000
-098
028
047
-036
247
107
1681
36 15
15 14
28 Jon 2011
00000
1 19,
-070
-046
138
134
-001
2813
3713
1710
28 Jan 2011
60000
131
108
.094
200
079
075
2932
3749
1832
28 Jan 2011
170000
119
010
031
-090
166
038
7898
3633
1796
,8 Jan 011
180000
104
0 is
024
088
1 73
036
2990
36 17
1846
29 Jan 2011
00000
1 85
074
-064
184
1 075
075
3205
36 96
2042
29 Jan 2011
60000
183
1 78
1 63
3 16
-047
1 94
3.476
3786
1251
�9 Jan 1011
120000
1 35
0 14
005
179
085
-078
3471
3632
2191
29 Jan 2011
180000
1 15
008
0 14
148
094
087
3569
36 15
2199
30-Jan 2011
00-000
1 14 1
004
008
1 56
081
097
3685
36 15
1292
30-1- 1011
60000
1 16
-014
004
1 72
059
1 20
3703
3605
2454
30-Jon 2011
12 DO 00
1 32
-014
-012
178
037
1 40
37 12
3622
2692
30 Jan 2011
180000
1 25
-006
000
1 80
032
1 29
3703
3620
1839
31 Jan 2011
0 W 00
1 25
0 18
012
1 86
023
1 38
3696
36 14
2839
31 Jan 7011
60000
1 23
022
-009
200
016
1 54
3708
36 15
2841
31 Jan 2011
110000
1 34
0 18
013
2 16
022
1 59
3706
3624
2839
31 Jan 2011
180000
1 26
0 17
007
1 19
028
1 56
3692
36 17
2935
1 Feb 2011
00000
1 29
O i l
000
228
046
1 71
3696
3620
2847
000
1 Fcb -201 1
60000
1 23 1
021
010
2 19
-056
1 68
3696
3597
1826
1 Feb 2011
120000
1 43
038
-0 16
1 38
088
1 81
3709
3618
2844
1 Fcb -201 1
180000
1 27
027
001
228
079
1 74 1
3685
3603
28 38
1 Fcb -201 1
00000
1 29
030
004
231
100
168
3697
36 11
2841
2 Feb -101 1
6 00 OD
1 34
006
012
103
-073
1 33
3703
3611
2953
I Fcb -2011
120000
1 20
006
017
1 72 1
068
1 21
3701
3630
2841
1 Fcb -2011
180000
1 34
0 12
-027
161
094
1 18
3695
36 14
2832
009
3 Feb 2011
00000
1 29
029
-031
168
1 17
1 33
3698
36 14
2834
3 Feb 2011
60000
1 58
051
074
2 19
160
1 86
3731 1
3640
2859
3 Feb 2011
110000
1 12
054
060
243
169
1 99
37 15
3630
2850
3 Feb 1011
180000
1 a
0 80 1
-067
188
1 76
112
37 18
3634
2857
4-Feb-2011
00000
1 88
1 16
063
337
206
247
3739
3642
2875
4 Feb 2011
60000
1 86
1 18
055
359
109
248
3740
3662
2890

-- -- - - - 77D - C-7D
Date
lime
Water level Incbea
On site
Manual
Ralvitauge
On site Auto
RG Dolh
On site Auto
Ralagauge
Monthly
Nlndmr Da111
Rainfall
dd mmm yyw
hh tons
FLOAWI
FLOAW2
FLOAW3
FLOAW4
FLO AWS
FLO AW6
FLORAWI
FLO RAW2
FLO RAW3
CGI
CG2
4 Feb 2011
110000
162
-070
-032
321
164
196
3727
364
'866
4 Feb -101 I
I B 00 00
144
038
-025
289
145
140
3727
3645
1971
048
5 Feb 1011
00000
105
040
018
061
-009
007
3726
3646
2971
5 Feb 2011
60000
113
031
021
034
033
05,
3724
3651
2858
5 Feb 2011
110000
1 19
368
224
109
461
3 17
37 14
804
800
5 Feb 1011
1 180000
007
497
1 19
732
1 941
146
1 36
1708
478
098
6 Feb 2011
00000
039
096
096
457
671
213
118
19 t0
542
6 Feb 2011
60000
1 19
010
009
108
4 13
1 58
049
21 38
687
6 Feb -101 1
120000
-087
043
040
031
381
1 73
077
2134
701
6- Feb -2011
180000
081
031
039
003
345
1 73
073
1262
7 17
7 Feb -1011
00000
161
042
-043
099
242
081
-025
2409
882
7 Feb -2011
60000
1 85
-057
068
1 35
203
057
-061
2476
931
7 Fcb -201 1
120000
099
024
024
-066
273
1 30
007
24 15
874
7 Fcb -2011
180000
091
043
041
057
266
138
017
2397
888
022
8 Feb 1011
00000
057
075
078
0 12
3 15
108
046
21 85
590
8 Fcb -2011
60000
062
080
076
039
358
1 98
038
1097
604
B Fcb -201 1
110000
-0 89
051
044
016
331
1 76
053
21 17
747
8 Fcb -101 1
18 00 00
091
030
Oil
-009
291
1 56
050
21 53
856
010
9 Feb -2011
00000
204
-083
091
1 36
1 87
034
056
1349
1060
9 Fcb -201 1
60000
309
200
201
2 80
045
106
1 90
25 17
1268
9 Feb-2011
110000
1 26
-003
009
1 15
2 13
077
0 19
2368
1147
9 Feb-2011
180000
095
031
030
-0%
210
084
006
13 12
1156
001
10 Feb 2011
00000
1 07
026
029
1 15
201
066
-011
2308
1133
10 Feb -201 1
60000
1 11
022
010
-096
1 75
072
-0 18
23 18
1249
10-Fcb -2011
120000
096
038
017
-051
1 97
096
014
1375
1299
10 Feb 2011
180000
1 04
036
005
021
1 14
140
-022
2268
10 I8
0 18
11 Feb 2011
00000
163
144
1 57
2 10
070
043
1 97
2404
1404
11 Feb -2011
60000
381
174
279
363
051
1 69
3 10
25 10
1666
11 Feb-2011
120000
1 19
004
0 11
130
1 %
071
-052
2294
1491
11 Fcb -101 I
1 180000
096
030
029
076
2 17
106
-034
1 2240
1520
12 Fcb -2011
00000
240
1 12
1 11
127
055
-063
161
1393
1748
11 Feb 2011
60000
342
240
125
371
-049
1 %
170
25 19
1934
12 Feb 1011
110000
1 16
001
01,
166
1 49
009
052
2348
1800
11 Feb 2011
180000
1 03
0 18
005
125
165
014
041
1342
18 12
13 Feb -2011
00000
1 11
100
-086
239
047
1 12
144
2504
2012
13 Feb1011
60000
263
165
1 40
314
019
198
200
2600
11 51
13 Feb 2011
120000
1 34
-022
004
210
091
-090
084
1500
2101
13 Feb2011
180000
1 19
012
003
190
097
097
-078
2481
2109
14 Feb 2011
00000
1 22
-008
0 12
176
087
-097
-074
2488
11 85
14 Feb 2011
60000
1 16
000
0 17
1 178
077
102
073
2470
2251
14 Fcb201 1
120000
1 49
020
014
207
044
1 27
107
2488
2314
14- Fcb-101 1
180000
158
-042
013
210
047
1 13
096
2454
1376
15 Fcb -2011
00000
1 55
050
-033
137
018
1 24
0 P
2550
2635
15 Feb -2011
60000
1 66
1 080
036
276
004
1 54
1 19
2664
2950
15 Feb -2011
110000
1 01
1 11
-073
343
-044
1 81
154
2771
1868
15 Feb -2011
180000
1 87
1 37
-060
3 70
-040
1 92
134
2795
2945
16-Fcb -201 1
00000
308
266
1 57
5 14
1 70
3 14
1 74
1968
2954
16 Feb -101 1
60000
374
368
1 19
-621
1 2 53
394
332
3070
3022
16 Feb 2011
120000
2 10
161
-025
418
1 00
2 11
1 82
2932
2951
16-Fcb -201 I
180000
1 94
165
031
437
1 03
122
1 78
2921
2846
17 Feb -101 1
00000
104
196
036
471
1 19
228
1 86
2946
1851
17 Fcb -7011
60000
2 16
209
044
-4%
143
155
2 14
2968
2870
145
000
17 Fcb2011
120000
2 18
1 156
-046
.462
-6 16
224
266
2990
2859
17 Fcb -2011
180000
104
1 18
-022
-473
5 87
2 11
163
2951
2842
18 Feb -101 1
00000
204
-095
-0 19
-462
5 65
196
260
2961
1845
18 Feb -2011
60000
217
1 14
0 19
-458
584
1 69
265
1966
2838
18 Feb 2011
110000
1 27
1 76
-042
501
1 -645
194
290
2999
2859
18 Feb -1011
180000
2 18
1 30
-049
5 11
599
193
294
2952
1842
19 Feb -2011
00000
2 12
146
033
503
6 15
190
287
1976
2836
19 Fcb -201 1
60000
154
230
-051
5 10
699
206
195
3031
2848
19 Feb 2011
120000
269
2 80
100
569
749
213
3 16
3077
1962
19 Feb -2011
180000
265
1 169
2 13
5 76
739
149
321
3066
2839
10 Fcb -2011
00000
'99
281
246
5 86
-7S1
256
334
31 38
28 19
20 Feb -1011
60000
3 30
3 16
261
601
785
289
359
3231
1841
20 Fcb -201 1
120000
3 17
335
306
-6 17
805
303
370
332
2844
20 Feb -2011
180000
3 19
308
300
i 16
777
291
352
3328
2813
21 Feb 1011
00000
308
278
285
4i 06
747
281
371
3304
1835
21 Feb -2011
60000
3 38
363
189
1 592
831
171
3 55
31 34
28 33
21 Feb -2011
120000
339
-405
-085
1 643
874
27B
3 71
3206
2857
3

Date
Time
Water Level inches
On site
Manual
Rain au a
Onrite Auto
RC DaII
On site Auto
Raingauge
Monthl
Nlndror Dall
Rainfall
dd mmm
hh mm is
FLOAWI
FLO AW2
FLO AW3
FLO 1W4
FLOAWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAWI
CGI
CG2
21 Feb -201 1
Is 00 00
331
353
109
659
823
285
365
3154
1836
22 Feb 1011
00000
326
3 59
-090
640
829
290
373
3156
1923
22 Fcb 2011
6 00 00
341
381
1 04
658
850
306
390
3126
2036
21 Feb-2011
120000
3 75
419
196
-677
889
325
419
3381
2838
12 Feb 2011
180000
463
474
266
-694
944
3 37
444
3467
2938
23 Feb -201 1
1 00000
528
532
360
758
1001
415
523
1 3633
2895
13 Feb -201 1
60000
464
1 438
-424
8 19
1 908
483
587
3752
2937
13 Feb 1011
11 00 00
477
471
358
737
941
394
5 11
3659
1850
23 Feb 2011
I8 00 00
541
501
379
732
970
3 87
508
3635
2830
24-Feb-2011
00000
596
543
418
779
1017
-438
5 63
3678
2880
14 Feb 2011
60000
537
443
-472
827
913
-487
6 16
37 14
19 13
24 Feb -101 1
120000
559
471
-408
7 42
940
390
541
3652
2844
14 Feb 2011
180000
549
407
418
749
877
376
533
3636
2840
15 Feb 1011
00000
451
301
381
718
7 71
1 341
523
3644
1 1839
25 Feb i01 1
60000
379
142
1 86
-660
7 11
198
450
3603
2838
25 Feb 2011
120000
416
1 436
040
-627
9 05
2 58
391
3542
2841
75 Feb 1011
180000
467
454
109
749
923
297
452
3500
1845
009
26-Feb, 2011
00000
557
484
181
768
953
330
498
3592
2826
26 Feb,-201 1
6 00 00
573
-490
274
8 14
950
392
5 81
3671
2864
26 Feb 2011
110000
5 89
-471
192
795
941
361
564
3645
2841
26 Feb 2011
180000
594
446
299
785
9 Is
346
5 52
3630
28 18
27 Feb 2011
00000
607
-0 19
3 14
776
1 889
350
1 553
3628
2814
17 Feb 2011
60000
-650
5 24
337
778
993
366
5 71
3634
2834
27 Fcb -201 1
120000
705
5 78
396
8 17
1047
384
599
3647
1941
27 Feb -2011
180000
7 15
1 507
430
843
976
374
584
3642
2810
28 Feb 1011
0 00 00
7 11
-464
412
833
933
380
599
3641
2834
28 Feb-201 1
60000
763
5 76
4 14
816
1046
368
599
3634
1830
28 Feb -2011
120000
825
-626
451
874
1095
361
591
3646
2840
18 Feb 2011
180000
1 34
08,
460
881
3 87
346
577
3620
2827
063
1 Mar 2011
00000
1 40
075
027
1 77
3 94
006
209
1 3572
1829
000
1 Mar 2011
60000
1 75
045
0 12
085
424
108
2 09
3074
2823
1 Mar 1011
120000
189
010
044
076
449
084
146
3005
2835
I Mar 2011
180000
142
016
049
140
495
050
164
2881
1032
010
2 Mar 2011
00000
1 305
-093
081
1 19
561
039
3 19
1933
2880
2 Mar 1011
60000
142
028
150
3 15
497
1 34
379
2974
2935
1 Mar 2011
1100 00
227
035
-063
2 78
505
079
322
2894
1854
2 Mar 2011
180000
237
068
-054
309
537
074
308
2849
28 16
3 Mar 2011
00000
237
-077
-063
358
547
105
3 15
2879
2832
3 Mar 2011
60000
271
124
1 062
381
593
1 23
347
1 2948
2827
3 Mar 2011
120000
2 87
162
-098
444
-631
1 54
379
3066
2916
3 Mar 2011
180000
3 31
202
135
-467
fi 71
169
385
3140
28 17
4 Mar 2011
00000
351
218
111
515
698
216
440
3237
1857
4 Mar 2011
60000
348
1 15
135
538
685
236
473
3248
2969
4-Mar 1011
120000
3 56
158
109
532
728
226
-454
32 43
2841
4 Mar 1011
180000
351
243
109
531
712
224
451
3204
1832
5 Mar 2011
00000
361
154
-06.6
531
723
1 19
450
31 74
28 18
5 Mar 1011
600010
390
198
-055
541
767
136
1 -470
31 54
28 32
S Mar 1011
120000
401
312
069
569
782
241
473
3132
2838
5 Mar 2011
180000
3 86
270
-067
1 562
740
218
445
3074
1829
6 Mar 1011
000 00
299
1 48
050
557
6 17
126
451
3035
2835
6-Mar 1011
60000
166
120
004
504
590
1 57
370
2981
2836
6-Mar 2011
110000
-0 71
121
-026
Sol
349
1 27
359
2941
1840
6 Mar 1011
180000
1 15
097
062
-083
373
161
1 61
21 99
2834
05,
7 Mar 2011
00000
1 33
069
039
015
400
226
1 17
1553
1166
7 Mar 2011
60000
1 56
043
016
0 17
427
191
1 43
1665
13 17
7 Mar 2011
120000
158 1
028
013
048
441
160
170
1786
1497
7 Mar 1011
180000
165
031
010
075 1
439
132
170
1811
1600
8 Mar 2011
00000
254
061
-0 14
114
531
100
181
1895
1761
8 Mar 1011
60000
194
-003
110
145
471
0i1
278
2016
1977
8 Mar 1011
120000
201
0 17
044
1 83
487
018
2 15
1000
2046
8 Mar 2011
180000
1 30
039
-031
2 11
508
024
220
20 09
11 18
9 Mar 2011
00000
2 13
-036
049
154
506
-070
248
2045
2268
9 Mar 2011
60000
239
058
-011
265
517
-068
246
1030
2431
9 Mar 2011
110000
7 29
-076
-037
299
545
084
1 57
2054
1834
9 Mar 2011
180000 1
227 1
066
020
3 11
536 1
081
251
2003
2829
10-Mor 2011
0000o
194
009
007
3 24
460
0 72
223
19 85
28 �0
10-Mar 2011
60000
109
1 02
0 42
2 19
3 68
0, 3
198
19 36
2B 44
10 Mar 2011
12 00 00
025
168
018
004
201
1 68
1 30 1
1300
1016
10-Mor 2011
1800 00
048
201
106
385
268
272
010 1
339
581
101
4

Date
lime
Water Level Inehes
On site
Manual
ReW sat
O"Ite Auto
RG Daily
On site Auto
Rainpage
Mouthl
W Indmr Dall
Rainfall
dd mmt
fah mm sa
FLO AWI
FLO AW2
FLO AWJ
FLO
FLOAWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAWJ
CGI
CG2
11 Mar 2011
00000
089
09,
1 10
536
3 77
269
157
195
430
1 1 Mar 2011
60000
1 1 J
091
053
218
3 88
1 26
110
224
460
11 Mar 2011
120000
120
066
041
060
404
119
070
171
471
11 Mar 2011
180000
145
040
023
001
419
196
038
144
519
12 Mar 2011
00000
153
036
-006
046
4.34
165
00,
1 73
-601
12 Mar 2011
1 60000
150
038
-0 18
-061
431
152
-0 11
186
676
11 Mar 1011
120000
1 51
036
009
081
-434
152
0 1 1
196
705
12 Mar 2011
180000
1 44
052
-0 10
1 20
4 17
1 34
-019
1 97
735
13 Mar 1011
0 00 DO
1 41
037
-003
138
-433
1 22
-024
12
799
13 Mar 1011
60000
1 75
0 10
003
1 50
-459
1 01
-040
230
877
13 Mar 2011
110000
1 80
-0 i I
034
200
490
070
-064
269
955
13 Mar 2011
180000
181
035
028
120
505
045
060
163
997
14-Mer 1011
00000
176
-027
-036
257
496
018
065
300
11 1
14 Mar 2011
60000
1 98
054
-036
301
524
000
-076
3 14
1124
14-Mar 2011
110000
2 05
102
054
3 65
572
-033
089
3 18
1328
14 Mar 1011
180000
207
-0 94
-051
413
563
078
1 01
348
1451
15 Mar 2011
00000
206
100
-028
421
569
088
1 07
358
1570
15 Mar 2011
60000
225
112
-028
430
591
086
1 09
3 57
1668
15 Mar 1011
120000
210
117
051
480
586
112
136
3%
1777
15 Mar 2011
180000
114
1 10
-032
490
5 79
100
1 22
3 81
I8 15
16 Mar 2011
00000
1 35
079
033
480
391
109
1 31
3 98
1867
16 Mar 2011
60000
1 11
093
046
130
3 76
062
055
1 76
1059
16 Mar 1011
120000
116
073
040
077
397
217
092
116
469
16-Mar 2011
180000
1 25
079
021
029
391
202
084
1 08
536
073
17 Mar 011
00000
1 35
064
016
006
405
1 94
062
1 10
620
17 Mar 2011
60000
1 52
033
002
-035
436
1 76
028
1 28
714
17 Mar 2011
110000
159
018
018
-071
441
153
013
151
793
17 Mar 2011
180000
1 49
045
026
104
424
1 36
005
1 68
8 18
18 Mar 1011
00000
156
042
040
137
428
134
001
174
901
18 Mar 2011
6 DO 00
181
010
009
155
-0 59
101
-025
1 96
1 992
18 Mar 2011
120000
191
021
021
198
490
086
044
115
105,
18 Mar 1011
18 00 00
1 95
0 14
0 18
203
483
065
-040
204
11 19
19 Mar 2011
00000
1 79
030
-0 13
2 17
500
035
046
221
1150
19 Mar 2011
60000
206
078
-0 13
131
548
0 12
043
145
13 89
19 Mar 1011
120000
218
138
-042
174
-608
-025
073
264
1548
19 Mar 2011
180000
140
1 34
-027
304
-603
-050
073
2 73
1659
20 Mar 2011
00000
259
164
-004
3 72
633
069
-0 R6
299
1921
20 Mar 1011
1 60000
284
208
040
435
-677
1 08
1 01
326
1994
10 Mar 2011
11 OD 00
309
272
.049
494
741
1 23
1 16
334
2074
20 Mar 2011
180000
323
242
040
504
711
135
112
335
11 16
21 Mar 1011
0 00 DO
3 14
125
040
310
-694
1 42
1 26
352
2232
11 Mar 2011
600 DD
374
311
-016
513
790
151
126
347
2292
11 Mar 2011
110000
4 19
395
-045
559
865
1 60
1 46
353
13 52
21 Mar 1011
180000
-401
3 18
040
583
797
1 57
1 38
335
2355
21 Mar 1011
00000
3 75
294
0 13
570
764
1 54
1 36
3 52
2482
12 Mar 2011
60000
-488
4 91
0 16
5 73
962
is,
1 33
342
1623
22 Mar 2011
1 120000
555
558
064
-658
1018
1 89
1 61
3 78
2847
22 Mar 1011
18 00 00
5 53
456
-075
-675
916
202
1 67
3 98
2918
13 Mar 2011
00000
530
401
-056
654
872
207
163
395
1841
23 Mar 1011
60000
5 81
1 555
036
-645
1024
198
1 54
399
2828
23 Mar Oil
120000
597
531
-063
7 19
1000
225
1 76
381
2848
13 Mar 2011
180000
075
096
033
700
374
207
166
374
1835
24 Mar 2011
00000
120
091
059
102
379
094
066
125
2841
070
000
155
24 Mar 2011
60000
171
040
000
041
078
221
007
131
701
001
14-Mar 2011
110000
167
033
-060
-014
259
1 90
036
1 %
876
24 Mar 2011
180000
183
025
061
-045
217
161
041
107
976
025
25 Mar 1011
00000
1 81
018
-061
101
193
1 25
010
1 39
1 131
15 Mar 2011
60000
101
001
-062
141
1 134
118
008
244
1125
25 Mar 2011
110000
2 16
1 016
069
190
1 16
078
014
176
13 15
25 Mar 1011
190000
2 10
0 18
063
2 16
082
048
019
1 76
1345
16 Mar 2011
00000
125
036
062
240
044
010
026
2 88
1399
16 Mar 2011
60000
228
048
073
188
013
019
046
311
1476
16 Mar 2011
110000
225
-053
073
316
OII
048
049
334
1515
26 Mar 2011
180000
165
033
-069
347
031
-056
-050
328
1511
008
007
27 Mar 1011
00000
110
087
1 -010
150
115
004
011
216
1128
27 Mar 2011
60000
1 15
094
0 19
-0 12
266
165
006
2 0�
S 36
27 Mar 201 1
1200 00
1 47
0 57
-0 27
0 24
2 9'
2 13
034
1 91
3 20
27 Mar 1011
180000
1 81
015
1 043
012
138
183
019
194
237
1 032
1
1 030
18 Mar 2011
0 00 00
180
018
1 -069
-063
1 21
1 38
-005
233
1 19
5

Date
TIM
Water level (Inches )
On site
Manual
Rain so
On site Auto
RG DoII
On site Auto
Rainpuge
Month])
911ndsor Dail
Rainfall
dd mmm
hh nun rr
FLO AWI
FLO AW2
FLO A%3
FLO AW4
FLOAWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAH3
CGI
CG2
18 Mar 2011
60000
1 56
034
0 73
097
2 17
115
012
245
101
18 Mar 2011
110000
157
037
-037
099
202
141
004
234
181
28 Mar 1011
180000
213
0 18
031
1 17
117
135
001
230
1 64
29 Mar 7011
00000
1 72
-090
-095
198
028
054
-054
299
118
79 Mar 2011
60000
103
003
144
2 76
093
033
1 25
371
188
29 Mar 1011
1 120000
197
1 -077
-066
104
067
039
031
1 184
208
29 Mar 1011
180000
193
-029
058
222
039
021
040
290
204
30 Mar 2011
00000
195
0 1 8
-058
239
0 I 1
007
036
299
1 16
30 Mar 2011
60000
004
164
-041
167
319
-017
048
304
216
30 Mar 2011
12 00 00
073
5 59
083
101
731
279
067
1 17
084
30 Mar 2011
180000
-095
1 45
088
7 17
801
'91
710
018
0 00
105
1 05
31 Mar 2011
00000
096
082
0 3
590
547
228
148
053
006
31 Mar 1011
60000
109
081
0 17
3 33
436
225
1 24
072
0 14
31 Mar 2011
120000
1 03
085
0 11
110
392
204
098
096
-030
31 Mar 2011
180000
-023
1 280
026
061
1 513
104
103
101
-02,
036
040
I Apr 2011
00000
071
1 03
095
456
611
272
1 79
036
006
182
1 Apr 2011
60000
101
08,
030
494
481
230
149
057
006
I Apr 2011
120000
116
058
021
781
406
114
121
-084
-018
1 Apr 2011
190000
1 09
070
0 15
1 11
3 82
1 92
091
1 16
-043
001
007
2 Apr 2011
00000
1 15
069
-003
045
346
1 94
088
1 25
-028
2 Apr 2011
60000
1 27
04S
005
005
3 33
1 91
078
140
-042
2 Apr 2011
12 00 00
133
020
-008
-030
299
1 76
054
1 56
-061
2 Apr 2011
180000
127
045
-034
-059
280
1 61
043
1 80
-073
3 Apr 2011
00000
132
1 037
-020
099
1 254
150
043
173
-079
3 Apr 1011
60000
1 69
004
-025
123
2 12
1 37
038
192
084
3 Apr 2011
120000
1 65
014
-057
1 76
1 93
1 02
-001
238
1 22
3 Apr 2011
180000
1 53
003
-052
193
1 64
088
010
233
1 04
4 Apr 1011
00000
140
021
-043
120
157
063
00
146
1 00
4 Apr 2011
60000
1 85
029
040
233
1 04
051
002
248
1 00
4 Apr 2011
120000
107
098
072
292
085
016
019
261
1 15
4-Ap, 2011
1 180000
1 99
069
-076
367
065
007
.029
2 61
1 15
5 Apr 2011
00000
1 32
049
-036
393
1 24
021
.026
2 74
103
5 Apr 2011
60000
1 21
058
034
166
1 2 77
046
019
168
054
5 Apr 1011
120000
1 46
037
-006
005
3 19
1 97
059
160
049
5 Apr 2011
18 00 00
1 57
021
05,
-022
1 78
1 85
074
149
-055
033
063
6-Apr 2011
00000
2 27
050
068
-066
1 84
1 48
052
168
089
6-Apr 1011
60000
1 74
003
133
1 78
2 13
074
023
261
154
6-Apr 1011
120000
1 89
-0 15
-07,
1 65
179
1 24
1 031
209
087
6 Apr 2011
180000
182
-010
-073
205
158
093
026
220
081
7 Apr 2011
00000
1 80
002
.052
2 25
130
066
024
2 1 1
-094
7 Apr 7011
6 00 00
214
074
056
169
074
048
018
125
090
7 Apr 2011
120000
254
1 80
1 05
-404
038
000
-0 10
270
1 14
7 Apr 1011
180000
249
1 54
1 09
-456
0 01
032
-0 12
2 74
1 16
8 Apr 1011
00000
246
106
-074
-456
0 27
-063
-0 14
182
1 18
8 Apr 2011
60000
183
1 76
-079
470
-073
.091
-016
292
122
8 Apr 2011
110000
296
238
115
541
-086
115
-041
315
138
8 Apr 2011
180000
098
069
098
543
055
121
035
194
128 1
028
014
9 Apr 2011
0 (b tb
1 40
060
0 14
2 19
045
013
010
1 92
-058
9 Apr 2011
60000
151
051
-069
052
061
084
031
197
-064
9 Apr 1011
120000
1 64
026
-075
-077
080
1 05
019
22
07
9 Apr 2011
180000
1 21
085
067
1 30
131
098
025
204
-067
012
1 016
10 Apr 2011
00000
1 32
084
000
081
225
141
050
1 51
-037
10 Apr 1011
60000
1 51
050
043
004
250
209
060
1 59
-027
10 Apr 2011
120000
1 67
037
-063
-035
229
186
059
1 67
-049
10 Apr 2011
190000
1 57
040
063
077
201
1 65
049
1 76
-056
009
0 12
11 Apr 1011
00000
147
037
-061
115
175
149
041
188 1
0S1
I I Apr 2011
60000
1 63
027 1
-063
1 37
151
125
035
1 94
058
11 Apr 2011
110000
1 88
016
-086
168
107
1 19
034
203
057
11 Apr 2011
190000
1 76
0 13
094
191
085
096
029
1 10
068
I1 Apr 2011
00000
183
021
067
201
046
078
031
210
-064
12 Apr 2011
60000
204
042
-069
237
015
047
0 17
222
068
12 Apr 1011
110000
218
-097
114
318
031
020
008
136
076
11 Apr 1011
180000
2 51
1 28
1 18
3 94
087 1
018
007
150
084
13 Apr 2011
00000
3 12
176
103
438
152
-078
-048
2 84
1 24
13 Apr 2011
60000
270
209
1 70
5 14
127
164
102
350
178
13 Apr 1011
120000
323
2 02
15�
5 16
1 63
126
038
1 88
106
13 Apr 2011
18 00 00
355
2 92
2 06
511
1 20
162
049
3 11
1 19
14 Apt 2011
00000
548
-483
1 82
571
-401
2 16
086
3 51
1 53
14 Apr 1011
60000
-439
419
330
753
241
422
261
533
337
6

Date
lime
Water Level
Inches
O"Ite
Manual
Raloaue
On -slte Auto
RG Dally
On site Auto
Rminpuge
Month
K Indaor Dally
Rainfall
dd mans v
hh men u
FLO AWI
FLO AW2
FLO A%3
FLO AW4
FLO AWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RA%3
CGI
CG2
14-A 2011
110000
5 42
584
110
648
185
261
084
351
154
WA 2011
180000
5 82
5 18
372
691
337
3 12
089
3 75
159
15 A 1011
00000
728
-653
3 79
-688
473
349
1 19
-401
1 93
15 A 2011
60000
-697
-693
526
927
361
505
254
531
318
15 A 201 1
120000
929
798
494
785
407
400
145
419 1
1 11
15 Apr 2011 1
180000
940 1
-666
5 53
817
-405
4 35
1 51
450
221
16 Apr 2011
00000
812
-603
490
748
383
427
1 60
-437
2 18
16 Apr 2011
60000
923
758
-448
7 23
-429
4 11
1 60
-415
1 11
16-Aprr 2011
110000
9 56
-670
534
815
286
422
1 66
449
2 18
16-Apr 7011
180000
1 10
094
404
722
453
2 88
1 11
386
131
069
17 Apr 2011
00000
1 58
060
-049
2 13
361
233
1 74
053
010
17 Apr 1011
60000
1 91
032
079
023
325
190
109
-092
-025
17 Apr 2011
12 Iq 00
214
-022
1 17
-042
267
180
1 095
1 17
016
17 Apr 2011
180000 1
1 25
005 1
146
1 37
229
135
067
1 49
-038
1 R Apr 2011
00000
229
-008
-097
1 83
196
1 12
071
1 59
-049
18 Apr 1011
60000
336
1 04
-093
149
1 16
092
055
160
049
18 Apr 2011
120000
4 21
288
1 93
379
075
028
0 17
2 15
-096
IRApr 2011
180000
420
269
336
472
019
-0 12
006
215
-078
19 Apr 2011
00000
420
170
3 16
-479
-0 13
-044
-001
136
-090
19 Apr 2011
60000
558
484
1 58
495
086
074
001
242
-082
19 Apr 2011
120000
764
729
256
-603
1 65
128
-029
279
1 24
19 Apr 1011
180000
7 73
1 614
4 94
675
207
192
-041
308
1 30
!0 Apr 2011
00000
773
586
474
-658
231
214
052
323
131
10 Apr 2011
60000
985
908
-459
6 55
299
241
-070
332
1 38
20-Apr 1011
120000
1 189
1088
-663
805
388
309
085
3 78
1 87
20 Apr 2011
I B 00 00
1194
918
783
870
394
358
108
424
1 99
21 Apr 2011
00000
1227
868
735
797
406
360
104
4 11
1 82
21 Apr 1011
60000
13 14
1015
744
808
461
388
1 14
-424
1 87
21 Apr X01 1
120000
1398
1079
8 11
868
485
382
1 30
466
1 2 14
21 Apr 2011
180000
1499
1072
897
9 10
568
-435
1 58
494
152
023
22 Apr 2011
00000
1493
1010
958
957
544
5 17
228
563
320
21 Apr 2011
60000
15 23
1076
951
9.28
549
308
2 11
543
299
22 Apr 2011
120000
1569
1066
986
946
559
495
202
548
307
22 Apr 2011
180000
1568
1002
10 17
930
556
494
199
566
292
23 Apr 2011
00000
1543
939
1021
913
554
494
217
569
301
13 Apr 2011
60000
1671
11 82
1009
894
608
.489
v 11
557
297
23 Apr 2011
120000
18 13
1332
11 90
1031
-677
5 18
246
614
354
23 Apr 2011
180000
1775
1104
1345
1121
673
5 78
271
-675
384
24 Apr 2011
00000
1752
11 50
1285
1044
-682
559
269
-672
364
24 Apr 2011
60000
1935
1416
1293
1029
767
5 78
2 94
681
375
24-Apr 1011
120000
21 19
1658
1594
1232
889
660
344
792
5 28
14-Apr 2011
180000
2106
1538
1849
1401
892
789
427
939
654
25 Apr 2011
00000
1079
1493
1786
13 18
869
780
439
95,
639
25 Apr 1011
60000
22 15
1727
1784
1194
9 70
804
455
954
660
�5 Apr 2011
120000
2370
1899
20 13
1494
1090
920
333
1104
917
25 Apr 2011
180000
23 72
1788
" 51
1671
1075
1084
652
1 13 14
1 195
2(-Apr 2011
00000
2337
1734
22 16
1635
1053
1076
677
13 25
1194
16-Apr 2011
60000
24 11
1 1930
22 18
16 12
1161
1080
694
13 32
1198
26 Apr 2011
110000
14 41
1929
23 18
1733
11 80
1195
745
1444
1359
085
030
339
26 Apr 1011
180000
21 19
1446
2377
1781
925
1136
791
1522
1480
060
�7 Apr 2011
00000
2017
1413
1714
1305
934
-638
461
993
877
27 Apr 2011
60000
2107
1557
17 19
1287
1063
-693
520
1077
920
27A �01 1
120000
2346
1857
2038
1485
1221
802
662
13 �2
1248
27 Apr 2011
180000
23 49
1744
24 14
1768
1186
988
83,
1622
16 10
00
28 Apr 2011
00000
2348
1714
1367
1725
1 11 87
95,
841
1 1596
1581
28 Apr 1011
60000
2469
1943
2391
1743
1291
985
874
16 17
1606
18 Apr 2011
120000
1 056
280
2551
18 69
-056
1160
972
1767
1815
28 Apr 2011
180000
1 19
084
-046
054
3 27
1 79
-083
2 18
141
082
29 Apr X01 1
00000
1 33
057
091
439
349
173
107
160
067
19 Apr 2011
60000
—1
-042
1 02
083
148
1 61
098
1 36
-050
29 Apr 2011
1200010
� 63
-095
225
-098
1 94
083
020
2 12
1 33
29 Apr X01 1
190000
242
-070
374
193
1 70
1 023
002
154
142
001
30 Apr 2011
00000
284
1 18
345
2 19
103
000
008
146
106
30 Apr 2011
60000
408
306
378
288
003
-063
-0 16
290
121
30 Apr 2011
120000
521
1 520
561
404
100
1 59
-073
365
208
30-A pr 2011
180001
5 05
4 65
7 28
-0 79
1 19
1 46
1 01
-435
2 41
I May 2011
000 00
5 57
504
696
460
167
264
083
-420
' 00
083
I May 2011
6 00 00
7 11
7 2�
711
438
275
3 11
-094
-442
2 11
1 m.y 1011
120000
889
928
910
520
368
422
1 58
543
3 30
7

Date
71M
Water Level Inches
On mite
Manual
Relo o
On site Auto
RG Daity
On site Auto
Raingauge
Monthls
N Indsor Dall
Rainfall
dd-mmm
hh mmss
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
I May 2011
180000
9 12
8 13
1150
525
380
-496
1 82
646
3 72
2 May 2011
00000
950
808
1108
474
395
491
1 82
641
342
I May 2011
60000
1 1 53
1 106
1156
502
493
534
203
651
367
2 May 2011
120000
1455
13 19
1496
620
605
-63.4
166
777
543
2 May 2011
180000
1483
1178
1909
-641
596
751
324
935
686
3 May 2011
1 00000
15 11
1 1 1 02
17 14
582
1 601
757
347
1 964
-694
3 May 2011
60000
1730
1421
1712
592
695
783
370
975
714
3 May 2011
11 00 00
1976
1666
1067
758
808
926
449
11 34
10 15
3 May 2011
180000
1983
1538
2373
824
797
11 16
563
14 13
1339
4 May 7011
00000
1975
1460
2325
749
7 85
1126
-602
1432
1353
4 May 2011
60000
1935
1385
1293
715
7 77
1141
-637
14 39
1374
4 May 1011
120000
2001
1473
2208
707
829
1039
660
1479
1437
4-M.y 2011
180000
2007
1446
2388
783
827
1 195
719
1606
1647
006
5 May 2011
00000
1031
1451
2409
760
848
1270
760
1637
1690
5 May 1011
60000
21 63
1696
2455
784
926
1347
799
1 1680
1759
5 May 2011
12 00 00
2351
1902
2638
930
1036
1496
9 18
1938
1990
5 May 2011
180000
1376
1813
1846
1018
1040
1698
1073
2045
1127
6 May 1011
00000
2365
1770
2871
963
1009
1744
1144
1094
7286
6-May 2011
60000
2481
1980
2869
923
11 31
1737
1159
2086
2266
6 May 2011
120000
1576
2043
1990
11 18
1211
1857
1189
21 80
1428
6 May 2011
180000
2568
1956
31 39
1142
11 96
1964
1421
1320
2636
7 May 2011
00000
2563
1938
3130
1091
11 86
1954
1456
23 56
2679
7 May 2011
60000
1648
2140
3158
1090
1313
1966
1484
2348
1679
7 May 1011
120000
2739
2160
32 67
1290
1438
2084
1578
2444
2802
7 Me 2011
180000
2735
2148
34 27
1440
14 14
2190
1741
2592
2858
8 Mn 2011
00000
2727
21 02
34 48
1352
1399
2276
1786
2641
1865
R May 1011
60000
2733
'>0 82
34 47
1324
13 89
2233
1807
26 67
2854
8 May 2011
120000
2779
11 %
34 14
1320
1465
2001
17%
1692
28 P
8 Mn 2011
180000
17 23
2003
35 16
1433
14 30
21 75
18 86
2739
1863
006
9Ma 2011
00000
2709
1982
3474
13 42
1433
X163
1896
1759
2859
9 May 2011
60000
2809
22 10
3.450
1366
1546
1106
19 19
1780
2853
9 Me 2011
120000
1881
2367
35 62
1566
1663
2313
1002
2844
1977
9 May 2011
180000
2877
1164
37 03
1763
1631
2520
21 56
2997
2868
10 Mn 2011
00000
2877
22 17
36 55
1751
1630
2539
21 %
3069
2853
10-Ma 2011
60000
1955
2405
3646
1773
1779
2519
11 12
30%
1847
10 May 2011
120000
2983
2494
36 73
1932
1931
2644
23 18
3190
2880
10 Me 2011
180000
2990
24 17
16 50
2070
1903
1802
2458
33 12
2851
I I Me 2011
00000
1979
2366
3663
2101
1869
28 15
I5 18
3393
2851
11 May 1011
60000
3000
2501
36 50
2102
1977
2781
2538
3426
2846
I I May 2011
120000
3003
7594
3662
2180
1 2107
2872
2603
3497
2871
11 May 2011
190000
2995
2496
3675
2292
1079
2991
1 17 16
3599
2871
11 May 1011
00000
2985
2446
3655
1302
2071
19%
2748
3628
2859
12 May 2011
60000
2994
25 88
3663
2322
2159
1977
2782
3641
2858
12 May 2011
110000
'9 91
2644
3672
2385
1197
3040
2825
3648
1872
11 May 1011
180000
29%
1568
3663
1473
2270
11 33
2934
3641
2966
13 May 2011
00000
2991
1526
3657
2507
2142
31 14
2984
3642
2868
13 May 2011
60000
1997
2494
3678
2510
21 11
3069
3024
3646
1874
13 May 1011
120000
2990
2567
3667
1508
2258
2955
3037
3639
2871
13 May 2011
190000
2982
2493
3661
2536
2157
2962
3053
3642
28 71
004
14 May 2011
00000
1991
2457
3666
2546
1128
2944
3064
3628
1964
14 May 1011
60000
3006
1645
3673
2555
2349
2923
3079
3636
2869
14 May 2011
120000
2991
2741
3672
2609
2539
3021
3128
3648
2876
14-Ma y 2011
180000
1993
2650
3667
2675
15 10
31 80
31 15
3639
1852
15 May 1011
00000
2988
2562
3658
17 16
24 14
3198
3283
3636
2846
15 May 2011
6 00 00
2987
2625
3658
265
2410
1979
33 10
3635
2847
15 May 2011
120000
1 11
898
3660
2691
1373
29 17
3359 1
3633
1839
15 May X01 1
180000
144
1 14
1331
10 11
1025
763
3400
3632
2935
1 51
16 May 2011
00000
193
1 49
1 12
597
1064
3 51
250-6
3160
2844
16 May 2011
60000
153
316
184
641
1174
-418
1824
3094
1853
16 May 1011
120000
325
562
343
732
1329
538
1919
3315
2845
16 May 2011
180000
351
564
481
835
1351
703
2058
35 10
2847
001
17 May 2011
00000
3 98
606
471
802
1365
711
1147
3594
1938
17 May 2011
60000
505
808
524
730
1477
772
2201
3630
2854
17 May 2011
120000
668
1037
7 11
767
1613
989
2306
3630
2856
17 May 2011
180000
734
989
944
781
1634 1
11 19
2493 1
3616 1
2850
006
18 Me 2011
00000
785
980
979
5 1 1
16 4l
1119
25 82
36 28
28 50
18 May 2011
60000
960
1202
1029
570
1772
13 J2
26 41
36 29
28 51
18 May 2011
120000
1 1 36
1332
13 10
765
1862
15 28
27 13 1
3630 1
1852
18 May 1011
IB 0000
1211
1165
1579
810
1869
1766 1
2838 1
3630 1
2848 1
001
8

Date
Time
W ater Level el(Inches)
On site
Manual
Rain au
On site Auto
RG Da0
On site Auto
Rainpuge
Monlhls
W Indsor Dalh
Ralafa0
dd mmm- vv
hh mm ss
FLO AW2
FLO AW3
FLO AW4
FLO AW 5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
19 May 2011
00000
1268
15 78
7 29
18 92
18 75
'�9 23
36 27
18 42
19 Ma 2011
600 00
D14 j
14 03
1650
7 3t
19 77
19 56
29 95
36 34
18 56
19 Ma 101 1
120000
15 75
18 55
854
21 03
20 86
30 71
3634
28 60
19 Ma 201 1
18 00 00
1480
2094
8 76
20 98
22 86
31 75
36 15
2840
20 Ma 201 1
0 00 00
1479
1074
789
11 13
23 11
3271
36 14
2832
20-Ma 1011
60000
51
1667
21 17
792
22 11
1343
3348 1
3622
2859
20 May 2011
120000
2022
1939
23 35
972
2411
2454
3434
3626
2851
20 May 2011
180000
2037
1757
1586
1053
2434
2668
3566
3610
1846
21 May 2011
00000
2072
1760
26 16
934
2433
27 15
3666
3612
2842
21 May 2011
60000
21 84
1977
2641
934
2554
1744
3708
36 10
2851
21 May 2011
110000
23 30
2118
2850
1164
2793
2853
37 13
3621
1852
11 May 1011
180000
2343
2048
3093
1195
28 16
3079
3698
36 10
2846
22 May 2011
00000
23 78
20 18
3151
1 196
2798
3153
3690
3597
2841
22 May 2011
60000
2472
2234
3196
1 1 97
2893
31 70
3702
3606
1841
21 May 1011
120000
2597
1375
3364
14 16
3101
3142
37 16
36 15
2859
22 May 2011
180000
2634
13 15
3548
1583
31 18
3370
37 12
3608
2842
23 May 2011
00000
�6 31
2255
36 12
1526
3082
3421
3709
3605
1844
13 M.y 7011
60000
2699
24 15
3633
1510
3122
34 10
3706
3604
2845
23 May 2011
120000
2801
2567
3680
1691
3287
3440
37 19
36 10
2851
23 May 2011
180000
1 47
-481
36 74
1900
21 79
35 14
3698
3591
1842
1 33
24 May 2011
00000
204
-437
4 41
147
2074
1278
3700
3597
2848
24 May 2011
60000
1 85
700
'50
109
21 26
1338
3701
3592
2846
24 May 2011
110000
381
98,
441
330
2281
1549
3701
3597
1854
24 May Oil
180000
308
682
610
528
2229
1940
3682
3580
2839
010
25 May 2011
00000
168
266
288
437
2131
1881
3692
3581
2834
25 May 2011
60000
230
496
099
435
21 73
1584
3703
3594
1847
25 May 1011
120000
306
820
271
609
2415
1759
3704
3590
2846
25 May 2011
180000
3 30
746
452
7 18
2368
21 86
3695
3584
2836
26-My
00000
357
762
448
695
2365
2286
3704
3597
2854
26 May 1011
60000
518
11 19
494
7 18
2535
2340
3696
35 78
2841
26 May 2011
120000
765
1391
8 16
976
28 11
25 12
3699
3597
2848
26 May 2011
180000
8 18
1361
1192
1023
18 16
2847
1 3704
3600
2851
17 May 1011
00000
866
13 11
1225
967
2797
2974
3700
35 79
28 41
27 May 2011
6 00 00
1109
1558
1162
964
2891
30 12
3704
3593
2838
27 May 1011
120000
1434
1779
1687
119,
31 16
3101
3707
3593
1853
17 May 1011
180000
1509
17 15
2041
1324
3188
3196
3681
35 74
28 11
28 May 2011
00000
15 75
1697
2047
1244
3169
3409
3698
3593
2836
28 May 2011
60000
1771
1913
1 2088
1218
3732
3418
3697
3594
1932
28 May 1011
120000
1797
1907
2341
1463
3309
3,483
3691
3585
1 2826
28 May 2011
180000
1806
1838
2401
1421
3199
3541
3686
3591
2821
036
29 May 2011
00000
1859
1844
24 12
1370
33 17
1 3549
3685
3576
28 14
39 May 1011
60000
1988
1054
2448
1391
3299
3576
3691
3586
2929
29 May 2011
12 00 00
21 78
2247
2650
1641
3304
36 13
3692
3590
28 19
29 May 2011
180000
2120
21 69
2889
191,
3307
3657
3686
3581
7823
001
30 May 1011
00000
2233
1123
2967
1919
3308
3649
3683
35 78
2828
30 May 2011
60000
2359
1 2362
2982
1895
3308
3650
3684
3591
2816
30-May 1011
110000
2531
31 77
2081
31%
3659
3689
35 87
1830
30 May 1011
180000
2453
33 86
'190
3299
3648
3690
3586
28 16
31 May 2011
00000
1397
3413
23 18
3195
3654
3688
35 85
28 17
31 May 2011
60000
2641
3454
23 15
3304
3644
3688
3584
921
31 May 1011
120000
J2834
27 59
36 41
14 57
32 84
3666
36 88
35 88
28 26
31 Ma 2011
1800 00
26 58
36 43
26 34
31 90
36 54
36 84
35 64
28 14
I Jun 2011
00000
2611
3651
2691
3192
3651
3691
3580
1816
I Jun 2011
600 00
2794
3662
7 17
3297
3663
3706
3588
2831
000
000
330
I Jun 1011
120000
2972
1 1868
3656
2865
3193
3644
3698
3591
2830
1 Jun 2011
180000
2973
28 17
3657
2900
3294
3639
3678
3590
1830
2 Jun 1011
00000
2959
1759
3660
1907
3295
3631
3670
3570
28 17
2 Jun 1011
60000
2976
1867
3658
7982
3190
3645
3694
3590
2833
2 Jun 2011
110000
19 75
2864
3664
3059
33 14
3641
3684
3591
1829
2 Jun 2011
180000
3000
2885
3666
31 32
3327
3675
37 10
3621
2846
3 Jun 1011
00000
30 11
1891
3679
31 65
3285
3672
37 12
3632
2851
3 Ju 2011
60000
2964
2853
3697
31 60
3279
3626
3678
3588
18 14
3 Jun 2011
120000
2959
2844
3654
31 I8
3361
3626
3670
3576
2809
3 Jun 1011
180000
3041
1 2931
3628
3339
3388
37 12
3746
3658
2890
4 Jun 2011
00000
3071
2957
3728
3404
3277
3735
3779
1 3686
19 18
4-Jun 2011
600 00
2960
1936
3764
33 24
32 61
3622
36 61
35 75
2800
4 Jun X01 1
120000
2946
2829
3655
33 51
33 11
36 15
36 50
35 64
2790
4 Jun 2011
190000
1994
2881
3633
3406
33 14
3663
3698
1 3606
1847
5 Jun 2011
00000
2999
882
3680
34 16
3286
3657
3696
1 3605
2848

Date
71me
Water Level Inches
On site
Manuel
Rain o
On site Auto
RC DaII
On Site Auto
Raingauge
Monthl
N Indsor Dalh
Rainfall
dd mmm yyyy
his mm is
FLO A%I
FLO AW2
FLO AW3
FLO AW4
FLOARS
FLO AW6
FLO RA%I
FLO RAW2
FLO RAN3
CGI
CG2
5 Jun 2011
60000
1973
28 52
3675
3395
3253
3638
3677
35 79
IN 26
5 Jun 2011
110000
1947
28 19
3654
33 54
3303
3607
3642
35 50
1790
5 Jun 2011
190000
2993
1873
3620
3402
3311
3650
3695
3604
2829
009
6 Jun 1011
00000
3007
2880
3674
34 14
3187
3666
3696
36 12
2835
6 J= 2011
6 00 00
1967
2847
3687
3374
3260
3610
3650
3575
18 15
6 Jun 2011
1 120000
2953
2825
3654
33 56
3346
3607
1 3641
3566
1 2793
6 J= 2011
180000
3036
1 1907
3637
3440
1 3381
3691
37 19
3636
28 75
7 1= 2011
00000
3069
2944
37 16
3471
3297
3733
3758
3678
19 11
7 J= 2011
60000
2979
1861
3763
33 78
3291
3636
3665
3587
28 17
7 Jun 1011
12 00 00
2979
2853
3666
3366
33 27
3626
3655
3575
28 17
7 Jun 2011
180000
30 17
2895
3663
3408
3349
3679
3706
36 1
1858
8 Jun 2011
00000
3045
1922
3701
34 17
33 04
3703
3725
3652
2986
8 Jun 1011
60000
2988
2864
3722
3371
3190
3651
3665
3591
2834
8 Jun 2011
11 00 00
1978
2849
3675
33 54
3333
3636
3658
3594
1806
8 Jun 2011
190000
3023
1894
3660
3396
3344
3676
3707
3626
2864
9 J= 2011
0 00 00
3047
1 29 14 -----3705
34 14
33 10
3688
37 12
3647
2871
9 J= 2011
6 00 00
2997
28 71
37 17
3369
3297
3657
3671
3593
1836
9 Jun 2011
120000
2987
1864
3681
3360
3313
3639
3661
3597
2931
9 J= 1011
180000
30 19
2898
3676
3392
3344
3681
3700
3620
2857
10 Jun 2011
00000
3038
29 14
3708
34 16
3290
3691
37 18
3651
1887
10 Jun 2011
60000
2981
1866
37 14
3350
3290
1 3633
3660
3575
28 14
10 Jun 2011
120000
2990
2860
3654
3357
3353
3638
3673
3594
2827
10 Jun 2011
180000
3047
291,
3661
34 11
33 75
3693
1 37 28
3649
1896
1
201
11 Jun 2011
00000
3072
2954
3723
3447
3307
37 17
3757
3692
29 11
1 I Jun 1011
60000
3000
2978
3752
3370
3297
3655
3678
36 15
2844
11 Jun 2011
110000
2995
2867
36 88
3351
3333
3639
3679
3594
1830
11 J= 2011
180000
3038
2901
3669
3398
3343
3682
37 10
3636
2972
001
12 Jun 1011
00000
303S
2908
3706
3408
3190
3679
3716
3651
2877
I I J= 2011
60000
1996
2861
37 17
3359
1 3186
3633
3673
3596
1832
12 Jun 2011
120000
2982
2856
3669
3348
3325
3626
3666
3591
28 17
12 J= 1011
180000
3014
2898
3660
3390
3367
3679
3707
3627
2862
13 Jw 2011
00000
3060
2933
3705
3434
3301
1 37 17
3752
3668
1900
13 Jun 2011
60000
3003
2886
3754
3376
3305
3658
3690
3604
2845
13 Jun 1011
120000
3009
2885
3686
3369
3398
3649
3694
3605
2840
13 J= 2011
18 00 OU
3091
2974
3697
3464
3422
3742
3779
3701
1932
141= 2011
00000
3108
1996
3774
3478
3298
3760
3802
37 13
2943
14 Jun 1011
6 00 00
3001
2890
3795
33 75
3298
3654
3686
36 10
21136
14 Jun 2011
110000
3001
2888
3687
3361
3409
3649
3694
36 16
1840
14 Jun 2011
180000
31 13
2985
3670
3478
34 59
3760
3797
37 16
2943
15 Jun 1011
00000
31 69
3042
3793
3539
1 33 16
3808 1
38 50
3766
3008
15 J= 2011
60000
30 11
2894
3847
3390
3295
3657
3689
3604
2947
15 Jun 2011
120000
2999
1 2876
3690
3362
3466
3639
3679
3602
2838
15 Jun 1011
180000
31 63
3044
3674
3542
34 19
3801
3851
3768
3008
16-J= 2011
00000
31 16
2991
3836
3490
32 86
3770
38 11
3719
1956
16 Jun 2011
60000
2997
2866
3801
3359
3291
3632
3677
3592
2835
16 Jun 1011
120000
3002
2871
3669
3369
3335
3636
3684
36 00
2816
16-Jun 2011
180000
3041
29 13
3673
3.404
3337
3676
37 21
3644
2871
17 Jun 2011
00000
3041
29 12
3708
34 13
3298
3687
3724
3644
2881
17 Jun 1011
60000
2995
2870
3721
3364
3194
3640
3677
3597
2830
17 Jun 2011
110000
1977
2867
3679
3356
33 82
3616
3673
3584
1920
17 Jun 2011
180000
3071
1954
3657
34 35
3351
37 12
3756
3689
29 11
18 Jun 1011
0 00 00
3059
1926
3745
3423
3179
3694
3736
3668
2894
18 J= 2011
60000
2981
2859
3727
3353
32 78
3614
3664
3597
18 18
18 Jun 2011
120,000
2969
2846
3657
1332
32 %
3606
3649
35 85
2796
18 J= 1011
180000
3003
2880
3654
3369
3357
3633
3683
36 16
2818
19 Jun 2011
00000
3048
2915
3672
3407
3180
3685
3725
3656
2880
19 Jun 2011
60000
2989
1861
3720
3346
3268
3625
3671
3600
2820
19 Jun 1011
120000
2963
2842
3656
3336
33 11
3603 1
3640
35 73
2798
19 Jun 2011
180000
30 17
2890
3640
3386
33 31
3655
3691
3626
1842
10-Jw 2011
00000
3026
2897
3690
3392
3289
3658
3703
3635
2859
20 Jun 1011
60000
2988
2876
3699
33 59
33 17
36 16
3673
3603
2833
,0•Jw 2011
120000
3003
28%
3667
3390
3388
3645
3685
36 15
1848
20 Jun 2011
1855-0-0
3075
2963
3679
3.460
3375
3724
3758
3688
29 17
010
21 Jun 2011
00000
3072
1952
3760
3.442
3187
37 14
3745
3682 1
2908
21 1= 2011
60000
1988
2865
3750
33 58
3263
3626
3662
35 94
T 1829
21 Jun 2011
120000
2959
2837
3658
3335
33 28
3597
3634
3573
28 OS
21 Jw X011
IS 0000
1020
't900
3637
3390
3343
3655
3696
3623
2863
22 Jw 201 1
0 00 00
30 73
29 18
3696
34 0,
3298
3679
37 16
3656
1875
22 Jun 2011
60000
2993 1
2976
37 18
3364
3267
3632
3668
3606
2932
10

Date
Time
Water Level Inches
On site
Manual
Rain
On site Auto
RG Dalb
On site Auto
Raingauge
Monlith
%Indoor Dalh
Rainfall
dd mmm
hh mm ss
FLO AWI
FLO AW2
FLO AW3
FLOAM4
FLO AWS
FLO AW6
FLO RANI
FLO RAW2
FLO RAW3
CGI
CG2
22 Jun 2011
120000
970
2841
3682
33 35
3198
3607
3644
3584
1804
21 Jun 2011
180000
1997
2878
3648
33 64
33 17
3636
3667
3609
835
13 Jun 2011
00000
3006
1890
3680
3370
3283
3645
3696
36 15
2846
23 Jun 1011
60000
2985
2859
3691
3346
32 79
36 10
3659
3590
28 13
23 Jun-2011
110000
19 87
2852
3666
3345
33 17
36 10
3648
3579
18 12
13 Jun 2011 1
180000
3023
2899
3656
3380
33 32
3645
3688 1
3616
28 51
1
1
001
24 Jun Oil
0 00 00
3020
2910
3689
33 89
3197
3669
3697
3628
2866
24-Jun 2011
60000
1982
2864
3709
33 53
32 85
3610
3658
3593
1822
24-Jun 2011
120000
2976
I8 59
3666
3340
3301
3618
3647
3592
28 15
24 Jun 2011
180000
3000
2874
3660
3360
3310
3644
3672
3605
2833
001
25 Jun 2011
00000
3025
2890
3686
33 87
3295
3651
3685
3633
1858
15 Jun 2011
60,000
2988
2856
3699
3353
32 85
3621
3659
3596
2817
25 Jun 1011
120000
2970
2859
3669
33 33
3406
36 11
3646
3576
28 14
15 Jun 2011
18 00 00
3108
2969
3652
3461
34 18
3740
3781
3699
1941
Oil
16 Jun 2011
00000
31 11
1982
3783
3.466
3285
3736
3775
37 14
2938
26 Jun 2011
60000
2972
1859
3784
3335
3160
36 11
3641
3581
28 12
26 Jun 2011
120000
2963
2838
3651
3330
3286
3606
3635
35 58
1799
16-Jun 2011
IN 00 00
2983
2861
3633
3352
3293
3620
3654
3596
2826
27 Jun 2011
00000
2976
1956
3662
3348
3266
3628
3650
3584
28 18
17 Jun 2011
60000
1963
2837
3663
33 33
3307
3601
3638
3579
1802
17 Jun 2011
120000
2995
2867
3640
3363
3319
3630
3667
36 09
2835
27 Jun 1011
180000
30 19
7888
1 3680
3381
3307
36 69
36 86
3624
2854
096
28 Jun 2011
1 00000
30 11
2874
3694
3378
3272
3650
3684
36 15
1840
�8 Jun 2011
6 00 00
2977
2844
3681
3329
3265
3608
3641
15 78
2806
28 Jun 1011
120000
2961
2830
3649
3324
3190
3589
3616
3566
2791
28 Jun 2011
190000
19 90
2859
3636
3360
3195
3616
3660
3593
1928
29 Jun 2011
00000
2999
2860
3668
3370
3265
3636
3673
3599
2821
29 Jun 2011
60000
2961
2842
3678
3339
3166
3604
3647
3581
2799
29 Jun 2011
11 00 00
1952
2837
3652
33 33
33 16
3600
3647
3575
2803
' 9 Jun 2011
180000
2995
1 1889
3640
3380
3334
3640
3686
3629
1 2851
001
30 Jun 1011
00000
3021
19 10
3693
33%
3169
3660
37 10
3640
2875
30 Jun 2011
6000-0
949
2836
37 10
3338
1 3257
3596
3642
3574
1803
30 Jun 2011
120000
2953
2840
3651
3324
3328
3585
3636
3569
2791
30 Jun 1011
18 00 00
3017
1900
3639
3394
33 79
3670
3709
3642
2869
I Jul 2011
000 00
3066
2949
37 11
3438
3162
3705
3751
3687
19 12
1 Jul 2011
60000
2947
1829
3757
3320
3261
3595
3630
3575
2794
1 Jul 1011
120000
2946
2923
3642
3328
3307
3591
3638
3563
2794
I Jul 2011
180000
990
2874
36 38
3378
3385
3636
3678
36 14
1838
2 Jul 2011
000 00
3071
1 1949
3688
3449
3265
37 17
3761
3704
2919
2 Jul 2011
60000
2960
2831
3769
3336
3151
3601
3636
3585
2804
2 Jul 2011
110000
2940
28 11
3650
33 10
33 11
3581
1 36 16
35 51
1788
2 Jul 2011
180000
2987
2861
3621
3372
3308
3636
3670
36 11
2839
3 Jul 1011
00000
2999
2868
3673
33 77
3157
3645
3679
3609
28 44
3 Jul 1011
60000
1942
28 11
3688
33 28
3250
3589
36 19
3563
1796
3 Jul 2011
120000
2939
1906
3630
33 18
3247
35 86
3625
3569
2791
3 Jul 1011
180000
2945
28 11
3639
33 23
3190
3598
3618
3563
2785
4 Jul 2011
00000
1970
2834
3638
33 51
3265
36 16
3654
3581
1923
4 Jul 2011
6 00 00
2946
1 18 17
3661
3330
3231
3594
3631
35 81
2905
4 Jul 2011
120000
2923
2788
3633
3296
31 74
3565
36 14
3542
2776
4 Jul 2011
180000
1969
2818
36 13
3339
3190
3609
3648
3581
19 16
003
5 Jul 2011
00000
2979
1837
3651
3362
3244
3621
3660
3605
2829
5 Jul 1011
6 00 00
2918
2791
3662
33 10
3147
3574
36 13
3558
2791
5 Jul 1011
110000
29 36
2801
36 15
33 17
3244
3576
36 11
3554
1792
5 Jul 2011
180000
2911
2807
3628
3320
3245
3589
36 19
3562
2791
6 Jul 1011
00000
2928
2808
3632
3324
3251
3583
3612
1 3561
2791
6 Jul 2011
6 00 00
2929
27 94
3639
33 13
3136
3574
36 18
3560
1796
6 Jul 2011
120000
2936
1 1798
3618
33 16
31 61
3570
3629
3563
2791
6 Jul 2011
180000
1 92
564
3615
703
7 13
2475
3634
3588
2803
1 18
7 Jul 2011
00000
1 56
071
3643
404
401
3210
3650
3591
28 15
7 Jul 2011
60000
2 10
124
3666
024
1 295
3540
3620
3558
2790
7 Jul 1011
12 00 00
287
390
3618
1 32
1 94
3582
3604
3548 -----2774
7 Jul 1011
18 00 00
366
450
3608
251
1 30
3618
3640
3580
18 10
001
R Jul 2011
00000
421
518
3657
327
065
3628
3638
3587
2809
8 Jul 1011
60000
541
754
3656
460
034
3594
3610
3550
2778
R Jul 2011
120000
727
1023
36 19
547
106
3590
36 11
3555
1 17 74
8 Jul 2011
180000
8 30
1044
36 15
592
I 22
3590
3617
35 48
2780
9 Jul X01 1
000 00
8 53
1036
3613
558
1 76
3606
3636
35 80
2794
9 Jul 1011
60000
848
916
3631
-635
320
3583
3618
356,
1780
9 Jul 2011
120000
11 46
1266
3621
762
446
3592
3601
3554
1 2773

Dale
Time
Water Level (Incises)
Oo-alle
Manool
Rainpuge
O"Ite Auto
RG Daily
On site Auto
Ralnpuge
Monthl
Windsor Daily
Rainfall
dd mmos-syyy
hh mm as
FLO AWI
FLO AW2
FLO A%3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
9 Jul 1011
180000
1271
13 11
3608
795
514
3632
3664
3601
1826
02
10 Jul 1011
00000
13 87
13 58
3662
867
560
3660
3691
3632
1852
10-Jul 2011
60000
1556
1464
3699
975
751
3580
36 11
3555
2778
10-Jul 1011
12 00 00
1803
1679
3612
1142
841
3576
3599
3546
2778
10-Jul 1011
180000
1901
1697
3609
1122
993
36 19
3638
3586
1908
I I Jul 2011
1 00000
1956
1 1709
3654
1162
955
3634
3666
1 36 12
28 18
I 1 Jul 1011
60000
20 16
1769
3672
1269
1180
3582
3600
3546
2770
II Jul 1011
120000
2159
1931
3627
1441
1184
3588
3607
3548
2761
11 Jul 2011
180000
2191
1859
3610
1358
1203
3583
3598
3549
2764
11 Jul 1011
00000
2240
1898
3608
1396
1346
3596
3608
3556
2772
12 Jul 2011
60000
1325
2001
36 10
1577
1591
3595
3622
35 61
1785
12 Jul 2011
120000
2423
2141
3625
1792
1595
3596
3605
3546
2776
11 Jul X01 I
180000
2469
1120
36 10
1851
1573
3603
3616
3567
2798
13 Jul 1011
00000
1473
2091
3636
1853
1790
3581
3604
3544
1768
13 Jul 2011
60000
25 77
1 1156
3603
1039
19 18
3606
36 16
3567
2791
13 Jul 2011
120000
2623
23 18
3640
2170
19 12
3585
3595
3543
2773
13 Jul 1011
180000
1643
22 77
36 12
22 14
1963
3570
3584
35 8
1761
14 Jul 2011
00000
2695
2292
3591
2171
2119
3588
36 11
3560
2782
14 Jul 1011
60000
2759
2426
3624
2392
2395
3594
36 10
35 54
2790
14 Jul 1011
110000
18 16
25 18
3621
2507
25 93
3577
3599
35 37
1767
14 Jul 2011
180000
2981
1609
3603
2721
2589
3702
3737
3678
2900
01
15 Jul 1011
00000
30 13
2582
3746
2771
2559
3735
3746
3683
2912
15 Jul 1011
60000
2922
2570
3764
2709
1791
3595
36 11
1 3549
2780
15 Jul 2011
120000
2943
1 2670
3620
1802
7973
3589
36 17
3559
2797
15 Jul 1011
18 00 00
3060
2734
3616
2981
2989
37 17
3742
3686
2907
16 Jul 1011
00000
30 85
2733
3748
3036
19 08
3744
3758
3704
1936
16 Jul 2011
60000
2934
1706
3775
1931
1 3104
3583
3607
3540
2776
16 Jul 1011
120000
2940
2794
36 16
30 11
3166
3592
3608
3552
2795
16 Jul 2011
180000
3037
2837
3620
3149
3262
3697
37 12
3650
1889
17 Jul 2011
00000
3051
2804
37 16
31 89
32 11
37 16
3731
3663
2896
17 Jul 1011
60000
2947
28 16
3734
31 25
3259
3596
1 36 19
35 58
2784
17 Jul 1011
120000
2934
2806
3626
3196
3351
3591
3604
3550
1781
17 Jul 2011
180000
30 18
1 1912
36 13
33 10
3381
3678
3701
3634
2866
IS Jul 1011
0 W-0-0
3057
2925
3706
3356
31 59
3708
3727
3665
2896
18 Jul 1011
60000
1931
28 18
37 38
3287
3256
3602
36 13
3350
1774
18 Jul 2011
120000
2927
28 13
3626
33 10
1 33 10
35 82
3608
3543
2770
18 Jul 7011
180000
2982
2866
36 12
3369
33 31
3645
3660
3597
2822
19 Jul 1011
00000
30 03
2886
3670
3377
3274
3670
3677
3613
1852
19 Jul 2011
6 00 00
2955
2838
3692
3322
32 65
36 16
36 14
3564
2790
19 Jul 1011
12 00 00
2940
28 13
3638
3299
31 57
3604
1 36 19
35 58
2782
19 Jul 2011
1800010
1941
2824
3624
33 11
32 83
3603
3622
3557
1784
20-Jul 2011
00000
2959
1 2843
3621
3326
3284
3625
3631
3594
2801
20 Jul 1011
600 00
2959
28 46
3652
3323
3159
3626
3628
3575
2799
10 Jul 2011
110000
79 16
2804
3649
3286
3259
3581
3600
3543
1772
20 Jul 2011
18 00 00
2928
1808
3620
31 98
1 3274
3592
3599
3540
2769
1 87
2 1 Jul O i l
00000
2951
2834
36 18
33 17
3172
36 12
36 18
3569
2793
1 Jul 1011
60000
1947
2840
3633
33 18
3261
36 18
3624
3570
2796
21 Jul 2011
120000
2941
1822
3649
33 18
3256
3602
36 17
3566
2788
21 Jul 2011
180000
2919
2807
3634
33 10
3167
3595
3606
3550
2781
21 Jul 2011
00000
2947
2818
3632
3311
31 87
3608
3623
3563
1794
22 Jul 2011
60000
2955
1 28_42
3626
33 28
3275
3628
3635
3582
2797
21 Jul 2011
1200 00
2952
1823
3645
33 17
3148
36 14
3619
3572
2800
11 Jul 2011
180000
19 12
2784
3634
3291
32 53
3585
3587
3545
2758
23 Jul 2011
001 00
29 17
1786
3603
3302
3279
3591
3601
3548
2768
23 Jul 1011
60000
2941
18 12
36 12
3324
3160
3618
3632
3575
2792
13 Jul 2011
120000
2929
2791
3638
33 14
1 3137
3596 1
36 11
3556
1779
23 Jul 2011
180000
2903
1765
3615
31 87
32 39
3572
3590
3542
2758
24 Jul 2011
00000
2909
2772
3600
3294
3157
3572
3595
3544
2763
14 Jul 1011
60000
1922
2798
36 10
3306
3160
3597
36 13
3558
1780
24 Jul 2011
120000
29 17
1 1788
3636
33 11
3250
35 89
36 17
3564
2785
24 Jul 2011
180000
29 17
2789
3618
3304
3148
3584
3604
3544
2780
25 Jul 1011
00000
19 10
2784
36 15
3308
3169
3591
3608
3546
1785
25 Jul 2011
60000
2923
1807
3622
3327
3245
3594
3621
3562
2791
25 Jul 1011
120000
2883
2778
3634
3299
3 59
3576
3601
3536
2769
25 Jul 2011
18 00 00
1900
2783
3616 1
33 10
3161
1 3591 1
3607 1
35 54 1
1781
I 1
26-Jul 2011
00000
2901
2790
36 16
33 09
32 57
35 91
36 16
35 66
27 88
26-Jul 1011
60000
2899
2794
36 27
33 OS
32 53
35 86
36 02
35 49
27 72
16-Jul 1011
110000
18 89
2775
36 12 1
3303
1 3267 1
3583 1
3602 1
3555 1
1764
26-Jul 2011
18 00 00 1
29 11 1
1793
36 13 1
3326
1 3255 1
3596 1
36 11 1
35 76 1
2790
014
12

Date
Time
Kuser Level (Inches)
O"Ile
Manuel
RaInstamte
On site Auto
RG Daily
On site Auto
Ralnpug
Monthly
%Indsor Dsil%
Rainfall
dd-mmm-yyyy
hh mm ss
FLO A%1
FLO AW2
FLOAR3
FLOAW4
FLO A%5
FLO AW6
FLORAWI
FLO RAW2
FLO RAW3
CGl
CG2
27 Jul 1011
000010
1895
2777
3634
33 1'
3162
3595
3606
3554
2779
7 Jul 1011
60000
2897
2794
3620
33 10
3' 38
3586
3611
3550
1782
27 Jul 2011
120000
28 76
1757
3610
3286
3275
3566
3590
3534
2755
27 Jul 1011
18 00 00
29 17
2798
3597
33 17
3290
3607
3613
3561
2799
28 Jul 2011
00000
'9 12
2791
3626
33 33
3261
3606
3626
3561
1798
28 Jul 2011 1
60000
2897
2783
3640
33 17
3261
3594 1
3610
3557
2786
28 Jul 1011
120000
2900
2788
3614
3321
3136
0
36 17
3555
2780
'8 Jul '011
180000
1867
2764
3621
32 85
3251
9
3592
3528
2755
29 Jul 2011
00000
2891
2782
3590
3299
3290
5
3594
3549
2770
29 Jul 1011
60000
2921
1809
3606
3347
3' 72
8
03609
3630
3574
2803
29 Jul 2011
110000
1910
2793
3645
33 3'
3233
36 22
35 74
2794
29 Jul 2011
1 80000
28 67
'7 71
36 36
3' 93
32 4'
6
35 8'
35 25
27 58
304.1 '01 1
000 00
28 R2
27 71
35 91
32 99
3' 74
3
3599
35 45
27 68
30-Jul '01 1
600 00
'906
2808
36 16
33 34
3' 20
3
3620 1
3575
1902
30 Jul 2011
120000
2865
2758
3637
3' 78
3238
3561
3574
35 19
2746
30 Jul 1011
180000
2873
2772
3580
3291
3135
3582
3581
3539
2762
002
31 Jul 2011
00000
1882
2769
3592
3299
3238
3584
3584
3539
1764
31 Jul 2011
60000
23 36
2765
3601
3192
3265
35 76
3580
3531
2756
31 Jul 1011
120000
166
-606
3594
1926
3155
35 86
36 19
3557
2788
31 Jul 2011
I8 00 00
079
-033
36 13
5 15
3169
3594
3602
3557
1779
163
1 Aug 2011
000 011
1 51
' 09
36 15
1 08
13 19
3597
36 10
3554
2781
1 Aug 2011
60000
''8
442
3610
067
1187
3584
3588
3537
2766
1 Aug 1011
110000
355
795
3607
1 1 98
11 13
3582
3577
35 18
1760
I Aup, 2011
190000
-0 16
855
3600
' 94
1065
3595
3602
3557
2776
2 Aug 2011
00000
499
899
36 10
3 66
1166
3606
3612
3558
2786
' Aug '011
60000
-6%
1201
3625
540
1229
3598
3614
3556
1780
2 Aug 2011
120000
9 18
1420
3621
618
11 39
3564
3580
3522
2758
2 Aug 2011
180000
1015
1400
3594
-648
1100
3583
36 11
3558
2781
3 Aug 1011
0 00 00
1 1 01
1388
3628
661
1295
3584
3604
3549
1779
3 Aug 2011
60000
1393
1602
3620
864
1409
3602
3622
3560
2792
3 Aug 2011
120000
1662
1761
3636
960
1381
35 59
3600
3536
2775
3 Aug 1011
1800 00
1705
1714
3610
903
1376
35 70
3589
3536
1760
4-Aug 2011
00000
1779
1748
360'
940
1563
3572
35%
3540
276'
4 Aug 2011
60000
1953
1934
3607
1174
16 58
3594
3614
3563
2787
4 Aug 1011
120000
2103
2054
3620
1301
1672
3570
3594
3538
1764
4 Aug 2011
180000
2160
2019
3604
1253
1671
3567
3599
3531
2764
5 Aug 2011
00000
2107
20 IS
3596
1276
17 77
3576
3609
3545
2773
5 Aug 2011
60000
2300
21 38
36 12
1481
1921
3583
3604
3551
2781
5 Aug 2011
120000
23 83
1143
3603
1676
19 10
3550
3580
3522
2751
5 Ault 2011
180000
2438
21 92
35 84
1720
19 15
3571
3608
3550
2776
6 Aug 1011
00000
1465
21 89
3607
1749
1747
3571
3605
3548
2782
6 Aug 2011
60000
2441
11 59
36 13
1581
790
3548
3586
3531
2763
6 Aug 2011
12 00 00
017
398
35 86
291
884
3568
3593
3533
2758
6 Aug 1011
180000
098
467
3603
433
950
3571
3599
3533
1766
171
7 Aug 2011
00000
141
560
3598
472
1091
3570
3601
3537
2769
7 Aug 2011
60000
' 17
785
3601
588
1290
3580
36 17
3556
2779
7 Aug 2011
110000
342
1104
3608
728
1 1174
3586
3623
3561
1790
7 Aug 2011
180000
361
1055
3611
-677
1282
3567
36 00
3522
2767
8 Aug 2011
00000
-413
1073
3609
709
1462
3572
3617
3544
2775
8 Aug 1011
60000
6 15
1334
3621
9 1'
1633
3589
3625
3560
784
8 Aug 2011
120000
85,
1560
3633
1068
1631
3564
3595
3542
2768
8 Aug 2011
180000
913
1534
36 15
10 13
1631
3572
3600
3536
2769
9 Aug '011
00000
998
1550
36 18
1031
1791
3593
3624
35 58
17 87
9 Aug 2011
60000
1236
1721
3632
1145
19 72
3591
3616
35 55
2791
9 Aug 2011
120000
15 31
1890
3618
1384
1970
3562
3587
3521
2764
9 Aug '011
180000
1590
1853
3604
1340
1051
3560
3599
3531
1752
10 Aug 2011
00000
17 00
1944
3604
1424
2131
36 18
1 3651
3587
28 18
10 Auj, 2011
60000
1827
2052
3666
16 16
2366
3571
3600
3542
2763
10 Au '011
120000
20 13
22 11
3624
1882
1363
3561
3592
3531
1763
10-Aug 2011
180000
2088
11 80
3606
1948
2395
3579
3610
3561
2780
11 Aug 2011
00000
2168
1224
3616
7124
2462
3625
3654
3604
28'1
1 1 Aug 1011
60000
12 11
23 4
3660
2097
2635
3559
3600
3536
1762
11 Aug 201 1
120000
23 19
24 17
3609
1' 52
2696
3553
3574
35 19
2744
11 Aug 2011
I8 00 00
2413
2400
3596
2348
1 2684
3594
3626
3564
2780
1' Aug 1011
00000
2451
2379
3628
2390
1732
3578
3624
3561
2778
12 Aug 2011
601000
2504
1468
3631
2436
29 03
3565
36 11
3549
2768
1' Aug 2011
120000
2568
25 53
3608
2531
30 OS
3555
3588
35 27
2750
12 Aug 1011
180000
2652
25 38
35 96
26 33
30 01
3611
3649
3588
18 10
13 Aug 2011
00000
2690
1 1522
3657
680
30 01
3628
3667
3600
28 18
13

Date
73me
Water level
Inches
Oo41te
Manual
Rainpuge
Onilte Auto
RG Daily
On site Auto
Ralnpulte
Monthb
Wlndsor D&Ily
I Rainfall
dd mmm
his mm is
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
13 Aug 2011
60000
2670
2577
3666
2673
3104
3564
3596
3543
1762
13 Aug 1011
120000
17 17
2567
36 12
2724
3124
35 72
3598
3544
2770
13 Aug 2011
180000
2747
2529
36 IS
2732
3071
3596
3630
35 74
2799
018
14 Ault 2011
00000
2738
2476
3643
2706
2696
3591
3620
3560
2786
WAug 1011
60000
1657
2397
3633
2506
2625
3566
3599
3544
2761
14 Aug 2011
1 120000
2635
1 2421
3614
23 72
2698
3561
3598
1 3533
2761
14 Aug 2011
180000
2649
2420
36 16
2390
2719
3588
3618
3563
2786
002
15 Aug 1011
00000
1654
2423
3633
23 67
2698
3621
3658
3594
2933
15 Aug 2011
60000
2589
1392
3669
1339
2888
3570
36 10
3537
2776
15 Aug 2011
12 00 00
26 81
2553
36 15
2484
3015
3560
3593
3524
2764
1 5 Aug 2011
180000
2755
2564
3620
2601
3076
3611
3660
3597
2926
0 I 1
16 Aug 2011
00000
2790
1580
3680
2663
3063
3640
3678
36 12
2844
16 Aug 2011
6000-0
2768
1649
3686
1675
3� 45
3571
3602
3540
2773
16-AuR 2011
120000
2832
2771
36 10
2781
33 19
3556
35 81
3532
1754
16 Aug 2011
180000
2921
1 2758
3601
2892
33 51
3628
3654
3602
2821
17 Aug 2011
00000
2979
2777
3666
2966
3160
3679
3700
3641
2868
17 Aug 1011
60000
2898
2789
37 10
2914
3237
3571
3608
3548
1772
17 Aug 2011
120000
2877
1794
36 16
1997
3345
3566
3595
3540
2771
17 Aug 2011
180000
2988
2890
3627
31 44
3383
3673
3709
36 44
2877
000
000
833
19 AuL 1011
0 00 00
3024
2883
3726
3194
3226
37 I B
3751
3681
19 14
19 Aug 2011
6 00 00
2876
1776
3759
3078
3248
3572
3605
3540
2773
18 Aug 2011
120000
2897
2790
36 14
31 50
3316
3572
3608
3557
2781
IS Aug 1011
180000
1960
2867
36 14
3254
33 56
3663
3688
3622
1859
19 Aug 2011
00000
2988
28%
3704
3188
3245
3682
1 3715
3658
2875
19 Aug 2011
6 00 00
2886
2775
3770
32 18
3233
3572
3604
3544
2764
19 Aug 1011
110000
2875
2774
3606
32 S I
3286
3570
3606
3544
1772
19 Aug 2011
180000
124
1145
36 10
1704
2899
3614
3650
3593
28 15
01,
20 Aug 2011
00000
103
1 79
3660
1568
28 72
3627
3664
3592
28 11
10 Aug 2011
60000
1 16
389
2530
970
3094
3565
3605
3537
1757
20 Aug 2011
120000
203
750
16 1 1
909
32 33
3566
36 14
3550
2766
20 Aug 2011
180000
309
874
17 18
922
3249
3630
36 74
3606
2839
002
21 Aug 2011
00000
359
934
1690
913
3239
3633
36 73
36 12
2836
21 Aug 2011
60000
-4 23
1107
1695
1004
3241
3574
3606
3552
2770
21 Aug 2011
12 00 00
512
12 12
21 13
959
3280
3570
36 18
35 58
2782
1 Aug 2011
180000
-605
12 17
2193
955
31 78
3601
36 38
3590
2903
003
22 Aug 2011
00000
-659
1129
2323
958
3247
3598
36 l0
3569
2791
22 Aug 2011
60000
739
1302
2361
1066
31 17
3564
3604
3542
2756
21 Aug 1011
11 00 00
962
1459
1641
1 178
3292
3567
36 02
35 32
1755
22 Aug 1011
180000
1 1 07
1542
2925
11 16
3260
3639
3674
36 10
2930
23 Aug 2011
00000
11 54
15 18
3061
1 1 %
31 30
3388
3632
3570
2784
23 Aug 1011
60000
1357
1642
3102
1374
3724
3567
3612
3551
1763
23 Aug 2011
12 00 00
1585
1760
34 14
1499
33 13
3564
3600
3539
2761
23 Aug 2011
18 00 00
1730
1938
3609
1589
33 71
3648
3694
3621
21149
24 Aug 1011
0 00 00
1832
1901
3700
1700
32 11
37 15
3746
3689
19 14
24 Aug 2011
6 00 00
1900
I8 75
3759
1708
32 32
3554
3606
3524
2757
24 Aug 2011
12 00 00
1974
20 12
3603
1917
31 73
3590
36 16
3554
2790
14-Au 1011
18 00 00
1047
2004
3620
1978
3287
3608
3653
3585
18 12
25 Aug 2011
0 00 00
2083
1002
3656
1021
32 30
3627
3672
3605
2817
25 Aug 2011
6 00 00
21 13
2091
3672
2060
31 31
3565
36 10
3538
27 74
15 Aug 1011
110000
1102
2208
3618
2207
3259
3565
3605
3541
1766
25 Aug 2011
180000
2228
2145
3600
2163
3261
35%
3637
3572
2791
26 Aug 2011
0 00 00
2109
2144
3643
1 146
3220
3616
36 61
3593
28 16
16 Aug 2011
60-000
1195
21 61
3660
21 74
3106
3565
3608
3532
2757
26 Aug 2011
12 00 00
195,
10 15
36 12
1076
32 13
3544
3589
35 22
2745
26 Aug 2011
18 00 00
1044
1426
3592
1290
095
3552
3396
3532
2750
084
27 Aug 1011
00000
1140
1694
3595
11 12
2901
1603
3590
3545
1743
27 Aug 2011
6 00 00
3001
3650
041
2937
2981
432
15 22
927
973
27 Aug 2011
12 00 00
3052
37 14
447
3006 1
1581
4 10
1760
13 51
1624
27 Ault 2011
18 00 00
2491
31 36
420
1509
2078
303
1478
1074
1331
11 59
28 Aug 2011
00000
1535
2180
041
1823
1647
230
1152
728
896
28 Aug 2011
6 00 00
985
15 71
043
1318
1388
164
8 11
385
4 44
18 Aug 1011
110000
457
1137
195
1026
1105
062
618
194
250
IS Aug 2011
180000
058
685
331
752
885
-073
416
037
095
001
29 Aug 2011
0 00 00
037
3 15
342
569
737
1 63
306
-066
005
29 Aug 1011
6 00 00
-037
1 68
405
5 10
575
1 94
251
1 10 1
006
29 Aug 2011
12 00 00
074
082
552
386
465
307
196
150
034
29 Aug 2011
180000
101
057
633
258 1
387
381
126
400
0%
013
30 Aug 2011
0 00 00
1 43
0 L
662
146
365
404
066
5 72
164
30-Au 2011
60000
139
-038
668
119 1
290
451
043
878
212
14

Date
Time
Water Level
Inches
On -rite
Manual
Raln u
Ou -rite Auto
RG Daily
On site Auto
Raingauge
Monthlv
Windsor Dal
Rainfall
dd mmms
his mm rr
FL)AWI
FLO AW2
FLO AW3
FLO AW4
FLO AWS
FLO AW6
FLO RAWI
FLO RAW2
FLORAW3
CGI
CG2
30-Aug 1011
P 00 00
1 22
160
868
043
134
583
0 18
1437
349
30-Aug 1011
180000
338
275
1068
131
061
745
1 67
1840
572
008
31 Aug 2011
00000
398
336
1 1 76
2 19
134
846
247
1128
733
31 Aust 2011
60000
343
3 18
1155
1 61
034
8 16
155
2324
858
31 Aug 2011
110000
494
540
1437
2 59
203
1039
253
2976
1228
31 Aug 2011 1
180000
7 10 1
669
1748
473 1
3 11
11 82
5 11 1
3562
1563
1 2011
00000
8 U
771
1920
5 74
164
14 35
664
3798
1736
1 Sck,o 11
6 00 00
728
7 17
1030
-431
2 57
13 83
575
3538
1731
I 1011
120000
921
927
2060
502
423
1651
775
3536
1947
I Scp,2011
180000
1106
999
2299
-642
446
1881
1058
3675
2116
7 S ,011
00000
11 58
990
1468
-663
368
1948
1700
36 81
11 76
2 Sep 1011
60000
11 59
1028
2485
6 16
451
1926
1231
3543
2160
201 1
120000
1370
1169
25 03
-658
5 36
21 51
1457
3568
23 56
2 Sep 2011
180000
1478
1 1 9,
27 10
736
568
2296
1672
3647
1472
3 Sep 1011
00000
15 19
1 164
2844
758
496
1344
18 10
3660
2523
3 2011
60000
15 15
12 11
2874
731
619
23 12
1813
3532
25 16
3 Sc 2011
110000
17 54
1434
1871
8 34
722
2540
2038
3557
1794
3 ''011
180000
18 68
1481
31 20
904
747
17 16
2263
3674
2905
4-Sep-2011
00000
1895
1469
3284
923
679
2764
2366
3686
2907
4 Scp,2011
60000
1851
1486
3327
917
799
2706
1332
3540
1761
4 Sep 2011
120000
2029
1664
3333
1031
827
2868
2489
3548
2769
4- 201 I
180000
2087
1661
35 11
1007
830
�9 82
26 15
3593
28 17
5 201 I
00000
1089
1635
3609
993
826
3007
2694
3597
18 17
5 1011
60000
2093
1680
36 18
1070
028
2983
2704
3525
2766
5 2011
120000
015
1 59
3604
225
1 63
934
15 14
3536
1677
5 201 1
180000
-071
1 76
1 77
289
2 18
1011
1404
3539
1454
015
6 ''01 1
00000
095
196
154
322
332
1081
1549
3538
1537
6- 201 1
60000
1 70
399
119
450
-459
13 05
1793
3561
1044
6 Sep X01 1
120000
258
666
439
512
453
1645
1052
35 58
2202
6• 201 1
180000
260
596
614
500
-458
17 11
2202
3554
2301
7 Sep 2011
00000
2 71
568
609
4%
345
1741
2296
3542
2365
7 Sep 2011
60000
203
335
640
381
460
1554
3544
1233
7 2011
120000
294
532
Sol
484
473
1633
3545
2346
7 2011
180000
3 19
5 is
-688
480
413
17 12
3548
2455
045
R 2011
00000
'88
350
723
419
440
1471
3557
2259
8 '011
60000
325
-485
6 03
460
1 47
1532
fl2506
3534
2346
8 2011
120000
177
156
750
169
263
780
34 24
14 10
R 201 1
1800 00
1 71
1 77
344
2 76
3 83
8 34
3586
13 23
9 7011
00000
261
296
404
348
375
936
3627
1516
9 Se 2011
60000
261
366
548
259
-4%
9 87
2070
3528
1657
9 2011
120000
426
695
644
3 31
5 11
1299
13 11
3528
20 12
9 Sep ''011
180000
521
674
890
401
543
1437
''503
3597
1175
10 Se 2011
00000
6 14
7 17
970
-476
5 17
1521
2624
3641
2293
10 Scp 1011
60000
-633
8 49
1065
-493
6 27
1581
16 15
3539
1392
10 ,01 I
1 � 0000
829
1082
12 16
554
-633
19 08
2753
35 22
2748
10. 2011
180000
930
1031
1538
563
685
2008
2886
3558
2794
I I 201 1
00000
1031
1048
15 84
6 18
681
2089
3029
36 28
2848
11 101 1
60000
11 17
1 1179
1683
639
8 14
21 10
30 18
35 33
2750
Il Sep 2011
120000
1424
1418
1833
691
849
2362
315''
3543
2773
11 Sep-101 1
180000
15 17
14 11
2128
725
820
2497
3328
36 10
1848
12 Sep 2011
00000
1542
1347
22 32
700
837
2497
3424
3604
1836
11 S 2011
60000
1596
1436
2234
768
919
1486
3.438
3536
2763
12 2011
11 00 00
1753
1600
2308
809
992
2661
3547
35 36
2774
12 201 1
180000
1849
1605
1500
8 "'4
999
2808
3683
3621
2842
13 201 1
00000
1890
16 12
2614
854
968
2854
1 3701
3633
2865
13 scp.,o 11
60000
1878
165,
1686
885
1096
2803
3592
3528
1763
13 2011
110000
2040
IS 39
2698
1006
1162
2954
3596
3538
X781
13 2011
180000
2144
18 54
2908
999
1 1 87
3093
3690
3620
2853
14 Scp 1011
00000
11 89
1848
3070
1020
11 50
3142
3724
3654
1895
14 Sep,2011
60000
21 51
1892
31 32
1098
1271
3066
3604
3545
1773
14-Sep-2011
120000
2287
1037
3129
1 196
1349
31 84
3619
3544
2784
14 2011
180000
2383
2038
3343
1203
1371
3325
3692
3621
1862
15 2011
00000
1433
2038
34S4
1235
1304
3358
3726
3657
2895
15 Sep 2011
60000
2351
1052
1 3504
1280
1408
1 32 72
1 3598
3522
2755
15 2011
120000
1443
1 21 89
3471
1411
392
1 33 72
1 3594
3533
1755
15 2011
180000
-085
234
3598
3 24
577
1488
37 23
36 33
28 66
099
16-Sep-2011
00000
1 61
106
1761
436
644
I S 16
37 12
36 41
28 74
16-Scp 1011
60000
1 55
2 58
1443
415
737
1 1590
1 3652
1 3590
1822
16 ''011
10000
212
368
1531
451
763
1 1718
1 3680
1 3616
2830
15

Date
71me
Water Level Inches
OMlle
Manual
Ralo o
On site Auto
RC Daily
On Site Auto
Raingange
Klnd"r Dalh
Ralofdl
del mmm
hh mm
FLO AWI
FLO AW4
FO AKS
FLO AW6
FLO RWI
FLO RAW2
FLO RWJ
CGI
16-S,p 2011
18 00 00
234
390
1704
-471
136
1784
3696
3620
1841
0 17
17 Sep 2011
00000
-050
044
1786
184
-007
531
3695
3614
1980
17 Sc 2011
60000
021
133
724
030
037
099
3674
3539
835
17 S 2011
120000
057
161
-045
194
014
-090
1950
3608
946
17 Sep 1011
180000
098
1 00
050
251
135
113
1879
36 15
1108
084
18 201 I
1 00000
1 17
043
084
170
1 �7
163
2020
1 36 17
1284
18 201 1
60000
089
O P
1 14
1 1�
2 11
184
21 19
3572
14 13
18 Sep X01 1
P 00 00
1 1 1
025
1 47
055
167
250
1155
3590
1579
18 Sr,2011
18 00 00
131
010
2 11
0 18
1 13
292
2371
3598
1663
00
19 2011
00000
1 75
-029
132
-0 99
141
346
2476
3628
1771
19 Sep 1011
60000
1 23
002
289
-091
051
320
1474
3550
1825
19 201 1
120000
1 71
095
295
166
022
-409
26 11
3566
2064
19 201 1
180000
203
-089
396
2 14
109 ----445
2731
3592
2154
20 Sep 2011
00000
X 61
167
40H
292
-073
513
X8 58
36 P
148
20. 201 1
60000
1 98
1 1 26
49'
241
147
474
1 2938
35 38
1250
10-Sep-2011
12 00 00
2 17
1 34
457
275
185
-486
2919
3549
2353
20 1011
180000
134
148
471
3 11
229
5 11
30 18
3560
1438
003
21 2011
00000
248
160
500
327
248
532
3084
3566
2491
11 S 2011
60000
264
225
5 16
371
339
550
31 19
35 33
2613
21 Sep 2011
120000
365
366
572
433
337
-642
37 51
3558
1788
21 Sep 2011
180000
363
3 15
704
418
380
-652
3340
3554
1775
001
22 Sep 2011
00000
4019
348
699
465
3 17
708
3467
3575
2805
22 S 2011
60000
397
340
752
-429
1 464
643
35 10
1 3539
1754
22 1011
120000
1362
1 1773
734
641
1496
354
1 73
1374
220
21 201 1
18 00 00
676
1356
141
1143
11 71
274
391
2805
2 14
171
13 Sep X011
00000
215
895
072
801
1061
255
480
114
1 17
23 1011
60000
136
661
076
717
1424
353
430
086
090
23 Sep 2011
120000
1121
1711
102
1233
1442
375
460
100
112
23 Sep 2011
1 R 00 00
629
1338
183
1089
11 72
296
607
211
1 78
101
24 Sep 1011
0 00 00
205
891
1 13
799
988
262
468
105
1 30
24 2011
60000
071
602
090
648
908
246
364
020
058
14 Se 201 1
1 100 00
1 12
615
1 089
607
907
286
322
008
053
24 1011
180000
077
561
1 22
620
843
167
269
-05,
0 17
028
25 2011
00000
052
403
1 17
555
795
243
127
-090
-030
15 201 1
60000
1 25
355
078
5 15
749
291
239
065
008
25 Sep-201 I
1 0000
089
4 15
144
5 35
765
174
221
095
001
25 S 2011
180000
053
352
1 19
5 19
7 16
244
1 84
1 42
031
035
26 201 1
00000
045
261
1 20
477
664
238
1 69
162
055
26 S 101 1
60000
049
120
093
443
598
251
1 79
1 61
045
26-Sep-2011
120000
1 051
1 86
106
366
5 13
220
1 76
1 201
-061
16-Sep 2011
180000
022
1 1 47
1 02
276
483
1 70
131
251
106
27 Sep-201 1
00000
033
1 59
071
246
1 469
1 55
132
2 1'
1 18
27 Sep 2011
60000
047
1 53
090
200
441
136
131
1 %
1 31
17 Scp,2011
120000
049
140
093
173
404
096
112
340
177
77 1011
180000
037
145
088
146
386
046
070
390
1 14
003
28 1011
00000
043
1 47
095
1 27
368
012
061
-0 14
244
28 2011
60000
117
081
116
-0 12
037
-468
301 1
000
260
29 1011
110000
28 Scp,2011
180000
040
29 201 1
00000
39 701 1
6 00 00
29 Sep-2011
120000
29 2011
180000
0 13
30 101 1
00000
30 2011
60000
30 201 I
12 2020
30 S 201 I
I R 00 00
0 77
I Oct 2011
00000
10 R4
16
L____)

APPENDIX D
2011 Site Photos

Appendix D
2011 Site Photos — Floogie Vegetation Plot Photos
SOA #I - Station 23+00, beaver activity in channel
SOA #2 - Station 73 +70, minor headcut with erosion

Appendix D
2011 Site Photos — Floogie Vegetation Plot Photos
SOA #3 - Station 75+00, stable but non - functional rock grade control
SOA #4 - Station 86 +75, beaver dam

Appendix D
2011 Site Photos — Floogie Vegetation Plot Photos
Station 30 +50, sparsely vegetated areas are becoming more densely vegetation and more stable.
Station 79 +50, minor erosion
Station 68 +20, stable and functional root wad

ate'✓ f /� f -91%
�i f� Via• �, � '' Ja a. � '�� � i`
a � r •i
6
�l-

.6: `
- <a " •tai .
` .� L:
L
Ab
InT
g.

t
:,fit.
!/i

A'
:�.r:y .. '�a a'1r♦
I
i
1

I

Appendix D
2011 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #9
Vegetation Plot #10

� '��— ,, +- _ � 'ter, s. • ;. �4: ~` -
1.

JT
AN

•r
}
i
�^
Ste•
� _`y►�9 l is_
tii9Yt • S
F#
,\�
•
�� rllf
iL
_
1l
F#
iL

_- .
�
.�
Ky \� )
\
,v
♦_
`� � �
�l �
�'
-
++���
_
s_�
-,.�
�s-'
r:
'� y
.rs; � ..
`i
� _
� ,
\ *
. _
��
�
��
�
, __
~ ��
\
'
�.
i ..4
�i
V^
`� � '
/ + + �
Ky \� )
\
� -
♦_
`� � �
�l �
- A
� � jar
t
� _
� ,
\ *
. _
��
—
��
�
\ \11
i . ._
\

APPENDIX E
2011 Morphologic Parameters

Parameter
Cross Section 1
Pool
Cross Section 2
Riffle
Cross Section 3
Pool
Cross Section 4
Riffle
Dimension
Base
WI
MY2
MY3
MY4
MY5
Base
WI
MY2
MY3
MY4
MY5
Base
MY I
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
BF Width ft
168
169
172
189
198
164
190
204
186
178
193
188
188
200
189
224
199
203
169
176
Flood prone Width ft
730
708
709
71 0
71 0
793
774
769
776
776
775
768
764
770
770
727
65 1
675
71 3
176
BF Cross Sectional Area
34 1
339
33 5
346
326
187
21 3
226
209
194
490
41 2
420
407
42 1
262
224
21 9
192
200
BF Mean Depth ft
20
20
19
18
16
1 1
1 1
1 1
1 1
1 1
25
22
22
20
22
12
1 1
1 1
I I
1 1
BF Max Depth ft
38
37
37
37
36
24
25
25
23
24
49
48
46
45
45
29
26
25
22
23
Width/Depth Ratio
83
84
89
103
120
145
170
184
165
163
76
86
85
98
85
192
176
188
148
156
Entrenchment Ratio
43
30
4 1
3 8
36
48
4 1
3 8
42
44
40
4 1
41
39
41
32
3 3
33
42
4 0
Wetted Penmete ft
189
189
192
209
21 8
172
197
21 1
192
185
222
21 6
1 21 2
1 224
21 1
233
206
21 1
175
18 4
Hydraulic radius ft
1 8
1 8
1 1 7
1 17
1 1 5
1 1
1 1
1 1
1 1 l
1 10
22
19
1 20
1 1 8
20
11
1 l
1 10
1 1
1 1
Parameter
Cross Section 5
Riffle
Cross Section 6
Pool
Cross Section 7
Riffle
Cross Section 8
Pool
Dimension
Base
MY]
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
BF Width ft
167
165
169
183
174
174
181
177
234
208
185
203
177
187
195
192
200
209
218
272
Flood prone Width ft
694
662
659
662
662
690
669
61 3
673
673
622
61 1
576
597
597
602
600
594
601
60 1
BF Cross Sectional Area
164
15 8
154
137
160
288
297
297
300
334
167
193
173
175
249
260
264
276
278
298
BF Mean Depth ft
10
10
09
07
09
17
16
17
13
16
09
09
10
09
13
14
13
13
13
1 1
BF Max Depth (ft)
20
20
19
18
20
34
34
34
28
32
14
17
16
16
21
25
25
24
23
21
Width/Depth Ratio
170
171
184
244
188
105
111
106
183
129
204
214
181
199
153
141
152
159
171
248
Entrenchment Ratio
42
40
39
36
38
40
37
1 35
29
32
34
30
33
32
3l
1
31
30
1 28
28
1 22
Wetted Penmeter ft
172
170
173
18 8
178
190
197
193
246
22 1
189
21 2
187
19 1
203
202
209
220
227
277
Hydraulic radius ft)
1 0
09
09
07
09
1 5
1 5
1 5
12
1 5
09
j 09
09
1 l 2
1 3
l 3
1 3
1 1 2
1 l
Parameter
Cross Section 9
Riffle
Cross Section 10
Pool
—L9
Cross Section 11
Riffle
Cross Section 12
Pool
Dimension
Base
MYI
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
BF Width ft
190
191
186
188
185
225
217
221
234
191
194
198
193
207
255
130
158
162
208
262
Flood prone Width ft
661
660
660
659
659
805
802
806
807
807
779
748
688
749
749
787
767
76 l
759
759
BF Cross Sectional Area
327
295
290
284
254
401
401
41 1
368
305
21 5
24 1
236
238
232
257
274
288
325
366
BF Mean Depth ft
1 7
1 5
16
1 5
14
1 8
1 8
1 9
1 6
1 6
1 1
1 2
1 2
1 1
09
20
1 7
1 8
1 6
14
BF Max Depth ft
29
27 1
26 1
26
24
38
37
37
34
29
1
27
1 28
27
27
26
1
39
39
39
42
41
Width/Depth Ratio
11 1
124
120
124
135
127
118
119
148
119
175
163
158
181
282
66
92
92
133
188
Entrenchment Ratio
35
34
35
35
36
36
37
37
35
42
40
38
36
1 36
29
61
48
47
36
29
Wetted Penmeter ft
20 1
201
196
199
194
242
238
242
246
20 1
205
206
201
21 6
26 4
15 3
177
18 1
229
281
Hydraulic radius ft
1 6
1 5
1 5
14
1 3
1 7
1 7
1 7
1 5
1 5
1 1
12
1 2
1 1
0 9
1 7
1 5
1-6
14
1 3

Parameter
Cross Section 13
Pool
Cross Section 14
Riffle
Cross Section 15
Riffle
Cross Section 16
Pool
Dimension
Base
MY
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY
MY2
MY3
MY4
MY5
BF Width ft
197
192
185
228
225
188
184
196
209
266
175
170
189
180
176
197
239
236
225
Flood prone Width ft
698
700
700
700
700
63 8
633
636
634
63 3
668
668
620
666
669
608
607
606
607
BF Cross Sectional Area
264
239
234
272
287
243
240
248
234
247
159
184
21 9
226
21 2
497
485
626
t46
512
BF Mean Depth ft
13
12
13
12
13
13
13
13
1 1
09
09
1 1
12
13
12
25
20
21
23
BF Max Depth ft
27
26
26
25
26
22
22
23
20
21
15
28
29
29
30
50
50
48
44
Width/Depth Ratio
147
155
1 147
1 191
176
146
141
155
187
286
193
157
162
143
146
78
118
106
97
99
Entrenchment Ratio
35
36
38
31
31
34
34
32
30
24
38
39
33
37
38
31
25
26
26
27
Wetted Penmete ft
204
199
194
23 5
23 1
195
191
204
21 3
270
179
182
1 20 1
1 19.3
1 194
1
223
263
256
25 3
250
Hydraulic radius n
13
1 2
12
1 2
12
12
13
12
1 1
09
09
1 0
1 1 1
1 12
1 1 1
22
1 8
2 1
22
2 1
Parameter
Cross Section 17
Pool
Cross Section 18
Riffle
Cross Section 19
Pool
Cross Section 20
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
BF Width ft
159
165
153
184
182
180
170
176
197
190
152
151
162
167
170
136
144
151
149
151
Flood prone Width ft
741
710
744
741
74 1
763
76 1
763
769
770
81 6
81 9
820
816
81 9
972
969
969
97 1
976
BF Cross Sectional Area
51 1
499
503
55 8
560
565
51 7
53 3
593
584
463
450
466
477
463
325
350
366
397
372
BF Mean Depth ft
32
30
33
30
3 1
31
30
30
30
31
30
30
29
29
27
24
24
24
27
25
BF Max Depth ft
50
51
49
54
53
45
44
42
47
49
49
48
47
47
46
30
34
34
36
34
Width/Depth Ratio
50
55
47
61
59
57
56
58
66
62
50
51
57
58
63
57
59
63
56
62
Entrenchment Ratio
47
43
49
40
41
42
45
43
39
40
54
54
50
49
48
71
67
64
65
64
Wetted Penmete ft
206
208
193
226
229
222
21 3
21 5
244
236
193
18 8
195
20 1
203
16 1
17 1
178
17 7
18 3
Hydraulic radius ft)
25
24
26
25
24
25
24
25
24
25
24
24
24
24
23
20
21
21
22
20

Reach 1
Parameter
Baseline
MY 1
MY2
MY3
MY4
MY5
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Channel Beltwidth ft
3905
8672
6288
8494
15825
12372
8494
15825
12372
8494
15825
12372
8494
15825
12372
Radius of Curvature ft
18 26
2739
2282
2024
3026
2487
2024
3026
2487
2024
3026
2487
2024
3026
2487
Meander Wavelength (ft
12425
171 16
14770
27587
36482
32022
27587
36482
32022
27587
36482
32022
27587
36482
32022
Meander Width ratio
2 12
472
342
23
42
33
2 3
42
3 3
23
42
3 3
23
42
3 3
Profile
Riffle length (ft
15 1
1032
390
200
470
288
200
470
288
200
470
288
200
470
288
Riffle slope ft/ft
00038
00177
00081
0 001
00281
00118
0 001
00281
00118
00051
00305
00191
00051
00305
00191
Pool length (ft
232
1394
526
21 7
874
454
21 7
874
454
21 7
874
454
21 7
874
454
Poolspacing ft
339
2508
653
295
155 8
73 5
295
1558
735
295
1558
735
295
1558
735
Additional Reach Parameters
Valley Length (ft)
15819
7410
741 0
7410
741 0
Channel Length (ft
2200
10178
10178
10178
10178
Sinuosity
14
14
14
14
14
Water Surface Slope ft/ft
000150
00007
00007
0000802
0000802
BF slope ft/ft
00009
000075
000075
000182
000182
Ros en Classification
C5
C5
C5
C5
C5
Reach 2
Parameter
Baseline
MY1
MY2
MY3
MY4
MY5
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Channel Beltwidth ft
3998
8878
6438
3998
8878
6438
3998
8878
6438
3998
8878
6438
3998
8878
6438
Radius of Curvature ft
1869
2804
2336
1869
2804
2336
1869
2804
2336
1869
2804
2336
1869
2804
2336
Meander Wavelength (ft
12720
17522
151 21
12720
17522
151 21
12720
17522
151 21
12720
17522
15121
12720
17522
15121
Meander Width ratio
2 12
472
342
2 12
472
342
2 12
472
342
2 12
472
342
2 12
472
342
Profile
Riffle length (ft
282
975
49 l
282
975
491
282
975
49 1
282
975
491
282
975
491
Riffle slope ft/ft
00020
00096
00045
00020
00096
00045
00020
00096
00045
00020
00096
00045
00020
00096
00045
Pool length (ft
194
1359
596
194
1359
596
194
135 9
596
194
1359
596
194
1359
596
Pool spacing (ft)
352
195 1
119 4
352
195 1
1194
35 2
195 1
1194
352
195 1
1194
35 2
195 1
1194
Additional Reach Parameters
Valley Length (ft
7568
7568
7568
7568
7568
Channel Length (ft
1550
1550
1550
1550
1550
Sinuosity
20
20
20
20
20
Water Surface Slope ft/ft
000140
000140
000140
0000802
0000802
BF slope (ft/ft)
000075
0 00075
000075
0 001
0 001
Ros en Classification
C5
C5
C5
C5
C5