20061780 Ver 1_Year 5 Monitoring Report_20130212

0
Floogie Mitigation Project
Bertie County, North Carolina
DENR -EEP Contract No. D06011
Year 5 Monitoring Report
Prepared for
Environmental Banc and Exchange, LLC
909 Capability Drive, Suite 3100
Raleigh, NC 27606
Prepared by
WK Dickson and Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
(919) 782 -0495
D
FEB 1 2 2013
November 2012
wATEFi QUALITY
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Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table of Contents
10 SUMMARY
2 0 INTRODUCTION
2 1
Project Description
1
22
Project Purpose
5
23
Project History & Schedule
6
30 HYDROLOGY
6
31
Hydrologic Success Criteria
6
32
Description of Hydrology Monitoring Efforts
6
33
Results of Hydrology Monitoring
7
3 3 1 Site Data
10
3 3 2 Reference Data
10
3 3 3 Climate Data
11
34
Hydrologic Conclusions
11
40 VEGETATION
12
41
Vegetation Success Criteria
12
42
Description of Species and Vegetation Monitoring
12
43
Results of Vegetation Monitoring
13
44
Vegetation Observations & Conclusions
16
50 STREAM
MONITORING
17
51
Stream Success Criteria
17
52
Stream Morphology Monitoring Plan
17
5 2 1 Cross Sections
17
5 2 2 Longitudinal Profile
17
5 2 3 Hydrology
18
5 2 4 Photo Reference Stations
18
53
Stream Morphology Monitoring Results
18
5 3 1 Hydrology
18
5 3 2 Cross Sections
19
5 3 3 Longitudinal Profile
19
54
Benthic Macroinvertebrate Survey Results
19
5 4 1 Description and Results of Benthic Monitoring
19
55
Stream Conclusions
23
6 0 CONCLUSIONS AND RECOMMENDATIONS
23
0

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
List of Figures
Figure I
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 2012 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 Summary of Vegetative Monitoring Data 2008 -2012
Table 13 Summary of Hydrology Monitoring Data 2008 -2012
Table 14 Summary of Crest Gauge Data 2008 -2012
Table 15 Summary of Morphologic Monitoring Parameters 2008 -2012
APPENDICES
Appendix A
As -Built Survey
Appendix B
2011 Profile and Cross Section Data
Appendix C
2011 Gauge Data
Appendix D
2011 Site Photos
Appendix E
Soils Map
Appendix F
Floogie Closeout Report
w
2
3
4
8
9
9
10
12
20
5
6
6
7
11
13
13
14
15
16
18
24
24
24
25
a

LJ
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
1.0 SUMMARY
This Annual Report details the monitoring activities during the 2012 growing season on the
Floogie Mitigation Site Construction of the site, including planting of trees, was completed in
February 2008 The 2012 data represents results from the fifth year of hydrology and vegetation
monitoring for both wetlands and streams
The design for the Floogie Site involved stream restoration and nverine 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, one crest gauge, two rain gauges, 20 cross sections, a minimum 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
In 2012, all hydrology monitoring gauges exceeded the seven percent hydrologic success
criterion as defined in the Restoration Plan for the site The gauges exhibited consecutive
hydroperiods ranging from 8 to 10 percent of the growing season
In 2012, vegetation monitoring documented the survival of planted woody vegetation of between
390 and 5,600 stems per acre with an average of 636 stems per acre The site has achieved the
final success criterion of 260 - planted stems per acre by the end of year five
One bankfull event was recorded at the site during the 2012 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 2012 show very
little adjustment in stream dimension There are seven beaver dams located within the project
that may require further action
2.0 INTRODUCTION
2.1 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 rain 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 mil) at the downstream end The wetland restoration
area has a drainage area of 1,456 acres (2 28 miZ) The dominant historic land use was

0
— �Powells�ille ' �\ N
42
\ Coleraine
J
o�
Project Site �
13 l 45
�As kewvi I le
Wetland Reference Site 1
SR 1
Stream Reference Site
Wetland Reference Site 2
/
\ ,r\ 17
\ HU 03010203
Windsor * SITE
*Raleigh HU 03010107
* *Lizard Lick *Tarboro
r, Crazy Horse
ale: Kfflk�"
Figure 1. LEGEND
NCDOT Roads
Project Vicinity Map Existing Waterbody
Floogie Site
HUC 03010107160050
0 0.5 1 2 3 4 BERTIE COUNTY
Miles HUC 03010203090030 Scale: NTS

-7— }
� l
0
CP
y Whft6
f ;U.
1: ! I
•
-
_Riparian
Wetland
- —"
���
7.�
Stream
Floo ie Site
g
O
Restoration Area
Potential Riverine
Wetland Restoration
0 1,000 2,000 4,000
O
Watershed Boundary
Feet
CP
`��
` Stream Restoration
!
a �1
Existing Wetland Boundary
met
�lote: Waterslied`•,Roul da jeas delineated using LID da and
not
LEGEND
Figure 2.
NC DOT Roads
USGS Quadrangle Map
Stream
Floo ie Site
g
O
Project Area
Potential Riverine
Wetland Restoration
0 1,000 2,000 4,000
O
Watershed Boundary
Feet

J
VP1
VP6
VP2
VP7
AW1
VP8
VP
ZERO VP1 6
ORDER
STREAM 2 VP1 0
VP1 5
ZERO
AW4
ORDER AW5 AW3
STREAM VP3 CG1 VP17
0 G
VP RAWI 0
0 RAW2 0
RAW3
VP5
VP14
Vpll
VP12
VP13
VP1 8
Floogie
Monitoring Overview
Figure 3
100 50 0 100 200
tnl"bsm�
SCALE (FT)
� 0

i•
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
agricultural production of crops including cotton, soybeans, corn, and timber, although some
areas were woodlands Natural drainage patterns throughout the watershed had been historically
altered to drain wetlands and promote agricultural production as seen on the USGS Merry Hill,
NC topographic quadrangle (Figure 2) Numerous agricultural ditches had been constructed on
the site, and streams had been channelized to route water off the site, draining areas that were
once wetland The restoration areas are protected by a conservation easement
2.2 PROJECT PURPOSE
The objective of this project is to produce a minimum of 11,149 stream mitigation units (SMU)
and 25 19 rivenne wetland mitigation units (WMU) to the NC EEP through the full delivery
process in the Lower Roanoke River 03010107 hydrologic unit, and to maximize the
improvement of riparian and aquatic habitats and water quality through ecological restoration
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 Floogie 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
conducted on an annual basis This Annual Monitoring Report details the results of the
monitoring efforts for 2012 (Year 5) at the Floogie Mitigation Site
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
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. Project Mitigation Structure and Objectives
Reach Name
ftsrLBilt I,en th eft ;Restortion A . RAM
r ���.� N"Stream ' °�
, ;May- _91
RI
2,800
Stream Restoration
R2
2,500
Stream Restoration
R3
2,400
Stream Restoration
R4
2,771
Stream Restoration
IA
322
Headwater Valley Restoration
1B
356
Headwater Valley Restoration
Total
11,149
a
�
_
�„��
L etlands 54prc
rr�� ,�� � � '_
,< �� 9 , 1 aR R f.,
25.19 ac
Riverine Wetland Restoration

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
2.3 PROJECT HISTORY & SCHEDULE
Table 2. Project Activity and Reporting History
23201M"nwth
Activif _ „ D
October 2007
Construction Began
February 2008
Construction Completed
March 2008
Planting Completed
March 2008
Post Construction Monitoring Gauges Installed
April 2008
As -Built Report Submitted
August 2008
1st Annual Monitoring Report
September 2009
2nd Annual Monitoring Report
September 2010
3rd Annual Monitoring Report
October 2011
4th Annual Monitoring Report
September 2012
5th Annual Monitoring Report
Table 3. Project Contacts
Project Manager
Norton Webster
Designer
Jeff Keaton, PE
Monitoring Contractor
Daniel Ingram
3.0 HYDROLOGY
EBX -Neuse 1, LLC
(919) 608 -9688
WK Dickson and Co, Inc
(9 1 9) 782 -0495
WK Dickson and Co , Inc
782 -0495
3.1 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 hydroperiod 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
3.2 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 2011, but has still not functioned properly Data has not been recovered for the current
growing season
E

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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
table depth is recorded at monthly downloads To determine wetland hydroperiods, the
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 hydroperiods
Data Interpretation
Wetland hydroperiods are calculated from four daily water table depth elevations A hydroperiod
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
hydroperiod 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 hydroperiod is calculated continuously This methodology accounts for minor
anomalies experienced by the automatic gauges
3.3 RESULTS OF HYDROLOGY MONITORING
The following hydroperiod 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
2`0`12 Max Hydroperiod (Growing Season 22 Mar through 8 Noy, 23'1 days)
Well Data for 22 -Mar through 23- August (152 days
Success G_rite_rion7 %o =1,6 Cons_ecutiYe d_a s
Consecutive
Cumulative
Gauge
Days
Percent of
V 0 Wwi WgTSM ason
ercent of
Days r�owin SSeason
ccurrences
AW1
21
9%
92
40%
18
AW2
91
39%
130
56%
10
AW3
18
8%
62
27%
11
AW4
96
41%
150
65%
3
AW5
45
19%
105
45%
8
AW6
20
9%
47
20%
9
RAW1
23
10%
38
16%
6
RAW2
19
8%
1 22
10%
1 3
RAW3
20
8%
1 23
10%
1 4
The site was designed to function as a riparian wetland system with associated wet flats
Hydrology in the riparian areas is driven primanly 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,

•
WETLAND HYDROPERIOD
>7%
5-7 %
< 5 %
AW1
O
AW2
AW4
AW5
AW3
RAW 0
O
RAW2 0
AW6 RAW3
Floogie
Hydrologic Success
Figure 4
100 50 0 100 200
SCALE (FT)
0

Cj
Figure 5a. Groundwater Gauges
10
-1U
h
-20
v -30
Gzl
L
6�
40
1-50
v
-60
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Figure 5a. 2012 Floogic Groundwater Gauges
10.0
10.0
Growing Season
Growing Cason
10
9.0
9.0
8.0
8.0
p
7.0
6.0";'
7.0
b-10
V
5.02
.--.
- 4.01
p
a
3.0*2
6.
20
L
a
2.0
5.0`.
i
1.0
4.013
W -3 0
0.0
J F Ni A N7 J J A S O N D
Months
FLO AWl FLO AW2 FLO AW3 - -- Jurisdictional Water Table
Figure 5b. Groundwater Gauges
Figure 5b. 2012 Floogie Groundwater Gauges
10.0
Growing Season
10
9.0
8.0
p
7.0
b-10
.--.
6.
20
5.0`.
i
4.013
W -3 0
3.0 E
-10
Or
C
2.0
rr
U
-50
1.0
0.0
-60
J F N1 A M J J A S O N D
Months
FLO AW4 FLO AW5 FLO AW6 — — -Jurisdictional Water Table
0
•

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Figure 5c. Groundwater Gauges
Figure 5c. 2012 Floogie Groundwater Gauges
10
10.0
Growine
`
9.0
0
8.0
10
7.0
I
-,
0
6.0 J
5.
R
X30
Q
v
�
4.0�
S
0
3.0 L
0.
2.0
r
G�SO
1.0
-60 0.0
J F M A AI J J A S O N D
Months
- Ground Elevation -FLO RAWI FLO RAR'2 -FLO RAW3
however, the restored channel will maintain an elevated water table throughout the floodplain
area year- round. The data collected for the 2012 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 5 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.
Three automated reference wells were observed during the 2012 growing season. The same
hydroperiod 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 hydroperiods of 8 to 10 percent of the growing season.
Raw data collected from the monitoring gauges is provided in Appendix C.
10
0
40

0
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
3.3.3 Climate Data
Table 5 and Figure 6 compare the 2012 monthly rainfall to historical precipitation for Bertie
County Observed precipitation data were collected from the Greens Cross automated weather
station in Windsor, NC (Bertie County) The rainfall total from the Greens Cross weather station
was generally within normal limits for the early part of the growing season and most of the
summer The months of March, May, and July were above normal limits Due to a
malfunctiomng unit, data from the onsite automatic tipping bucket could not be obtained
3.4 HYDROLOGIC CONCLUSIONS
Data collected from the groundwater monitoring gauges on the Floogie Mitigation Site in 2012
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 2012 The reference hydrology results further confirm the success of the
restoration areas
In Windsor, the Greens Cross weather station rainfall data indicates the 2012 growing season
rainfall amounts were within normal limits for the early part of the growing season and most of
the summer The months of March, May, and July were above normal limits
Table 5. Comparison of Normal Rainfall to Observed Rainfall
Month
y -
Average -
_= __
-
—_ Normal_Limits
"
Edenton
Precipitation-
- -- -- -
_ _ _
- 30= Percent
--
70
Percent
January
411
307
490
246
February
337
238
407
271
March
398
296
470
491
April
300
212
382
233
May
399
253
498
731
June
3 87
278
453
346
July
5 37
339
659
393
August
486
274
604
496
September
5 10
250
624
October
323
202
463
November
271
163
328
December
1 330
224
397
Annual
1
4030
5125
Total
1 4689
3207
*Data collected through August 30
0
11

Floogle Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Figure 6. Precipitation Comparison
Figure 6. 2012 Precipitation for Floogle Site
16
Growm Season
15
14
13
12
11
.-.10
L
g
v
C
S
7
-- --
6
C.
tS.
4
.
-_
3
--
2
di-
1
0
J F M A M J J A S O N D
Months
Growing Season Windsor Duly Rainfall
- - - - - -- 30th/70th Percentile Windsor Monthly Rainfall
4.0 VEGETATION
4.1 VEGETATION SUCCESS CRITERIA
Successful establishment of vegetation in wetland restoration and ripanan 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
compnsed 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
vegetation and volunteer hydrophytic species
4.2 DESCRIPTION OF SPECIES AND VEGETATION MONITORING
Eighteen semi - permanent vegetation sampling plots were established within the planted
restoration areas to momtor 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
6 through 18) The vegetation plots are distributed across the site, but the precise location and
12
0
0

•
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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 laurifoha
FACW-
River Birch
Betula nigra
FACW
Swamp blackgum
Nyssa biflora
OBL
Swamp Chestnut Oak
Quercus michauxii
FACW-
Water Tupelo
Nyssa aquatica
OBL
Willow Oak
Quercus phellos
FACW-
All of the planted stems inside each plot were flagged with colored flagging to help in locating
them in the future Each stem is tagged with a sequentially numbered aluminum tag
4.3 RESULTS OF VEGETATION MONITORING
Stem counts for each of the five wetland and 13 stream 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 to
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 later years, especially where
stems die back and resprout
Table 7. Results of 2012 Vegetation Monitoring — Planted Species by Plot
Most of the planted stems are healthy with recent growth Many stems have reached or exceeded
15 feet in height The planted stems in the wetland monitoring plots ranged from 390 to 560
stems per acre with an average of 510 stems per acre (Table 8) The planted stems in the stream
13
Plots-
- Wetland
-Plots
- _Stmam�BufferPlots _
Species
-1 --
�2
3 -
- 4-
=5`_'
_ _6- _'
- =7-
-8
- -9 -_
=10-
11__412__
13 _
14
15
16
17
18
Bald
6
10
4
22
7
10
5
13
5
9
12
4
12
10
11
3
2
Cypress
Green Ash
5
9
27
3
13
7
8
4
1
3
17
7
7
4
6
2
6
Hickory
1
Laurel
2
1
1
2
1
5
Oak
Overcup
10
11
13
7
7
4
2
7
10
5
6
4
2
8
1
7
11
4
Oak
Swamp
18
8
4
20
16
8
4
7
4
7
6
9
5
7
11
11
4
Tupelo
Willow
10
6
4
12
4
4
7
8
25
7
7
8
7
10
9
9
8
Oak
Most of the planted stems are healthy with recent growth Many stems have reached or exceeded
15 feet in height The planted stems in the wetland monitoring plots ranged from 390 to 560
stems per acre with an average of 510 stems per acre (Table 8) The planted stems in the stream
13

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
buffer monitoring plots ranged from 440 to 960 stems per acre with an average of 684 stems per
acre (Table 8) All plots have met the minimum criterion of 320 stems per acre after three years
Table 8. Summary of Results
Plot #�
As--Built- ,
-- Stems
= Planted _ -`
- = " = -=
- 3Stemst
Y�r In ..
J "- _ = =
- eStemsa
Y
_ ' _ -- -
Stems- ;
I' "r 3 E _,
- -
Stems�,__Stems
4�
- -
=-
_= Y;ear°5 =
- ,Stems per
-Acre
Year 5
_ -- - - 'W.etland3Plot`s =(OaO Berg)
_-
Plot 1
61
55
53
53
51
51
510
Plot 2
60
46
49
40
39
39
390
Plot 3
70
66
65
64
56
54
540
Plot 4
69
58
61
57
55
56
560
Plot
65
57
53
L 54
55
55
550
Average
510.0
Range
390 -560
44p2rian= Buffer3Plots (0 20tacz,e)-
Plot 6
40
31
24
19
25
26
520
Plot 7
37
22
17
17
22
22
440
Plot
49
44
43
43
42
42
840
Plot 9
45
33
28
29
29
31
620
Plot 10
50
48
49
47
47
48
960
Plot 11
47
36
35
34
33
34
680
Plot 12
45
43
42
42
35
42
840
Plot 13
40
39
37
36
33
36
720
Plot 14
51
47
38
41
40
39
780
Plot 15
48
43
41
39
35
38
760
Plot 16
49
48
41
42
40
41
820
Plot 17
30
28
28
27
24
22
440
Plot 18
28
27
26
26
24
24
480
A v e:r:aieT
684.6
Range
1 440 -960
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 halzmifolia),
red maple (Ater rubrum), sweetgum (Liquidambar styraciflua), and Chinese privet (Ligustrum
sinensis) Within the downstream reach adjacent to the forested wetland, laurel oak (Quercus
laurifoka), red maple, and tulip tree (Liriodendron tukptfera) are common volunteers
14
a
0

,I
L
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table 9. Common Volunteer Woody Species
Common Name ;
'Scientific Name
FAC Status
Red Maple
Acer rubrum
FAC
Eastern Bacchans
Baccharis hahmi oha
FAC
Common Buttonbush
Ce halanthus occidentalis
OBL
Coastal Sweetpepperbush
Clethra alni oha
FACW
Titi
C rilla raceme ora
FACW
Persimmon
Diospvros virginiana
FAC
Green Ash
Fraxinus pennsylvanica
FACW
Privet
Li strum sinense
FAC
Sweet um
Li uidambar s race ua
FAC+
Tula 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 nigra
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 (Juncus effusus), climbing hempvine (Mikania scandens),
arrowleaf tearthumb (Persicaria sagittata), deer tongue (Dichanthelium clandestinum), woolgrass
(Scirpus cyperinus ),giant cane (Arundinaria gigantea), threeway sedge (Duhchium
arundinaceum), and sedges (Carex sp ) The other frequently occurring herbaceous species are
Canada goldenrod (Solidago canadensis), blackberry (Rubus argutus), 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
I6

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table 10. Estimated Herbaceous Total Percent Cover
Plot
Number
Estimated _ �
percent
Cover 2008
Estimated - = 3
-!P t> Cover=
- i 2009 -� __
ZZ49itiniatW-
- —
Percent @over
-= 2010
_= -
Estimated - _
;Percent Cover`
,
2011
- - lEstimated-
IP_er e t Cover
,201`2- -
1
100%
97%
99%
99%
99%
2
100%
95%
99%
99%
99%
3
100%
92%
98%
99%
99%
4
100%
92%
98%
99%
99%
5
100%
98%
98%
99%
99%
6
95%
96%
96%
98%
99%
7
90%
97%
98%
98%
99%
8
100%
75%
85%
95%
99%
9
90%
96%
96%
96%
98%
10
85%
97%
97%
97%
98%
11
95%
90%
95%
98%
100%
12
100%
93%
98%
98%
100%
13
90%
92%
95%
95%
99%
14
85%
90%
95%
96%
99%
15
95%
98%
98%
98%
98%
16
100%
98%
98%
99%
99%
17
90%
98%
98%
98%
95%
18
85%
93%
95%
95%
95%
The invasive species Chinese privet (Ligustrum sinense) and Japanese honeysuckle (Lonicera
japonica) were observed in most of the plots A few plots contain sericea lespedeza (Lespedeza
cuneata) Japanese honeysuckle is common and has begun to constrict or smother individual tree
stems These invasive species may displace desirable vegetation in the future Maintenance
invasive species control is planned in these areas Remedial action will be taken to prohibit and
eliminate the possible threat of over growing and or loss of desired species The occurrences of
these species are typically associated with the nearby existing populations of these invasive
species and are from regenerating root sprouts and seeds Where present, eastern bacchans
(Baccharis hahmifoha) and trumpet creeper (Campsis radicans) have declined in vigor
4.4 VEGETATION OBSERVATIONS & CONCLUSIONS
Hydrophytic herbaceous plants were observed across the entire site, particularly in areas of
periodic inundation and most plots are dominated by one or more hydrophytic species Some
plots have very dense cover of common rush The presence of herbaceous wetland plants
confirms the presence of wetland hydrology on the site
The common upland species present are Canada goldenrod, sencea lespedeza, and dog fennel
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 planted woody stems in some areas and is 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
Ilel
LA

CJ
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
For the 2012 monitoring year, the average number of stems per acre on site is 636 overall with a
density in the wetland plots of 510 stems per acre and 684 stems per acre in the stream buffer
plots Density ranges from 390 to 5600 stems per acre in the wetland plots and 440 to 960 stems
per acre in the buffer plots 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 meets the final success criterion of at least 260 - planted stems per
acre by the end of year five
5.0 STREAM MONITORING
5.1 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 aggradmg 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
5.2 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, bankfull, and top of low bank Each of these measurements will
17
0

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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
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
5.3 STREAM MORPHOLOGY MONITORING RESULTS
Overall, the channel is stable with a few areas of concern Table 11 presents stream areas that
may require further observation
Table 11. Stream Areas Requiring Observation
ID
Station _
Feature
Prdblem
Beaver dam partially blocking channel Channel is stable
1
1 +40
Bed
Beaver control is currently ongoing *
Beaver dam partially blocking channel Channel is stable
2
3 +50
Bed
Beaver control is currently ongoing *
Beaver dam partially blocking channel Channel is stable
3
9 +60
Bed
Beaver control is currently ongoing *
Beaver dam partially blocking channel Channel is stable
4
20 +00
Bed
Beaver control is currently ongoing *
Beaver dam partially blocking channel Channel is stable
5
23 +00
Bed
Beaver control is currently ongoing *
6
27 +50
Bed
Beaver dam partially blocking channel Channel is stable
Beaver control is currently ongoing *
Beaver dam partially blocking channel Channel is stable
7
37 +00
Bed
Beaver control is currently ongoing *
*Beaver trapping is currently ongoing, beaver dam removal will take place following the removal of
beavers
5.3.1 Hydrology
One bankfull event was recorded in March for Crest Gauge I (CG 1) No recordings were made
during the remainder of the growing season due to the loss of the cork reservoir and fire ant
populations within the gauge Crest Gauge 2 (CG2) was lost in a bankfull event before the
beginning of the growing season and was not replaced The stream flow recorded on the upstream
gauge (CG I) was 1 1 feet above bankfull elevation The site meets the success criterion of having
two bankfull flow events within the five -year monitoring period due to 17 previously recorded
bankfull events in years 1 -4
18
a
0

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
5.3.2 Cross Sections
Year 5 cross section monitoring data for stream stability were collected during August 2012 and
were compared to baseline data collected in March 2008, as well as Year 1, Year 2, Year 3, and
Year 4 cross section data (Appendix B) 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 1 monitoring
5.3.3 Longitudinal Profile
A longitudinal profile survey was conducted in Year 5 Coastal plain swamp streams are dynamic
in nature, and some channel adjustment is expected Overall, the profile survey indicated little
change to channel dimensions (Appendix B)
5.4 BENTHIC MACROINVERTEBRATE SURVEY RESULTS
5.4.1 Description and Results of Benthic Monitoring
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
Additional monitoring was conducted in January of 2011 (Year 3) and will be conducted again in
2013 (Year 5) The Year 5 data, which will be collected in January of 2013, will be presented in
a supplemental monitoring report and within the closeout report
19

oA
OA
Oil
OA OA
OA
i
w
D
�, c7
w
z
, J
` --------- -- - - --
FI oog ie Stream
Observation Areas
Figure 7A
100 50 0 100 200
SCALE (FT)
I•

MATCHLINE FIGURE 7A
I I
I I
I I
I I
i I
J
i l
II
1I
II
�I
Lco+, "OS5
I
II o
II n
I I
. I
II
II
1 1
1 1
1.
I 1
I i
I \
I ,
II
I ;
I.
I
,1 ,r
I �Y
I
I
I
I
I
I
I
y
XS9 —
I
I
1
I
I N
I .
I I 0
I I
I I
I I
I
C
s
x
£vS— y
x X
96S
cn
1
O MATCHLINE FIGURE 7C
° v) O
o O
° < QQ
D � —
rr (� O
r--I-
Cjj D
N rn
O ^\ U
/Q
V/
r

0
ti
w
W
D
0
a:
LU
z
C2
Floogie Stream
Observation Areas
Figure 7C
100 50 0 100 200
SCALE (FT)
•

J
Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
5.5 STREAM CONCLUSIONS
In- stream structures installed within the restored stream included log vanes, bedded log
structures, woody debris bundles, and root wads Visual observations of structures throughout the
2012 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 causing 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 evolution 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 hydroperiods for at least 7
percent of the growing season for 2012
• The restored stream channel has remained stable and is providing the intended habitat
and hydrologic functions All monitoring cross sections and longitudinal profile for 2012
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 636, with the range of stem density of 390 to 5600 stems per acre All vegetation
plots have achieved the success criterion of 260 trees per acre at monitoring year 5
• Benthic macroinvertebrate monitoring will be conducted in January 2013 and the results
will be presented in a supplemental monitoring report and the closeout report to follow
23

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table 12. Summary of Vegetative Monitoring Data 2008 -2012
Table 13. Summary of Hydrology Monitoring Data 2008 -2012
Gauge
Planted Stems
P.e""r'AcNe
IMIZIE—lase
200_8 n
R12 011 201F2
Wetland)Plots 0.10
acre
26
1
610
550
530
530
510
510
2
600
460
490
400
390
390
3
720
660
650
640
560
540
4
700
580
610
570
550
560
5
650
570
530
540
550
550
19
16
Stream Buffer
PI_o_ts
020 a_c_re
RAW2
15
6
820
620
480
380
500
520
7
760
440
340
340
440
440
8
980
880
860
860
840
840
9
900
660
560
580
580
620
10
1000
960
980
940
940
960
11
940
720
700
680
660
680
12
920
860
840
840
700
840
13
800
780
740
720
660
720
14
1020
940
760
820
800
780
15
960
860
820
780
700
760
16
980
960
820
840
800
820
17
580
560
560
540
480
440
18
540
540
520
520
480
480
Average
804
700
655
640
619
636
Table 13. Summary of Hydrology Monitoring Data 2008 -2012
Gauge
Max
2008
Conse
utive H'd
2011,0
o eriod %i
20111
20x132
192.0.0.9
AW1
26
16
16
13
9
AW2
17
15
8
15
39
AW3
9
14
7
14
8
AW4
22
16
1 11
15
41
AW5
21
16
12
20
19
AW6
9
15
12
19
9
RAW1
19
16
15
20
10
RAW2
15
13
12
15
8
RAW3
8
13
13
13
8
Table 14. Summary of Crest Gauge Data 2008 -2012
Numder of uanKtuli 2 2 4 4 6 5 3 2 1 NA
Events
Maximum Height Above 1 2 16 21 26 1 1
Bankfull feet
24
0
0

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table 15. Summary of Morphologic Monitoring Parameters 2008 -2012
Parameter
Cross Section 1
Pool
Cross Section 2
Riffle
Cross Section 3
Pool
Cross Section 4
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
BF Width ft
168
169
172
189
198
172
164
190
204
186
178
169
193
188
188
200
189
194
224
199
203
169
176
173
Flood prone Width (ft)
730
708
709
71 0
710
710
793
774
769
776
776
776
775
768
764
770
770
770
727
65 1
675
713
713
71 3
BF Cross Sectional Area
341
339
335
346
326
322
187
21 3
226
209
194
200
490
412
420
407
42 1
419
262
224
21 9
192
200
2T TI
BF Mean Depth (ft
20
20
19
18
16
19
1 1
11
I 1
11
1 1
12
25
22
22
20
22
22
12
11
11
11
11
12
BF Max Depth ft
38
37
37
37
36
34
24
25
25
23
24
24
49
48
46
45
45
43
29
26
25
22
23
26
Width/Depth Ratio
83
84
89
103
120
91
145
170
184
165
163
143
76
86
85
98
85
90
192
176
188
148
156
142
Entrenchment Ratio
43
30
41
38
36
41
48
41
38
42
44
46
40
41
41
39
41
40
32
33
33
42
40
41
Wetted Penmeter(ft)
189
18 9
19 2
20 9
21 8
19 4
172
197
21 1
192
185
177
222
216
212
224
21 1
21 7
233
206
21 1
17 5
184
183
Hydraulic radius ft
18
1 8
1 7
17
1 5
1 7
1 1
1 1
1 1
1 1
10
1 1
22
1 9
20
1 8
20
1 9
1 1
1 1
1 0
1 1
1 1
12
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
MY1
MY2
MY3
MY4
MY5
Base
MY
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
BF Width ft
167
165
169
183
174
171
174
181
177
234
208
177
185
203
177
187
195
202
192
200
209
218
209
188
Flood prone Width (ft)
694
662
659
662
662
665
690
669
613
673
673
673
622
61 1
576
597
597
597
602
600
594
60 1
601
60 1
BF Cross Sectional Area ft
164
15 8
154
137
160
14 1
288
297
297
300
334
288
167
193
173
175
249
255
260
264
276
278
298
289
BF Mean Depth ft
10
10
09
07
09
08
17
16
17
13
16
16
09
09
10
09
13
13
14
13
13
13
11
11
BF Max Depth ft
20
20
19
18
20
18
34
34
34
28
32
32
14
17
16
16
21
22
25
25
24
23
21
23
Width/Depth Ratio
170
171
184
244
188
207
105
111
106
183
129
109
204
214
181
199
153
160
141
152
159
171
Entrenchment Ratio
42
40
39
36
38
39
40
37
35
29
32
38
34
30
33
32
31
30
31
30
28
28
WettedPenmeterft)
172
170
173
188
178
176
190
197
193
246
221
217
189
212
187
191
203
209
202
209
220
227
L824
H draulicradius(ft
10
09
09
07
09
08
15
15
15
12
15
13
09
09
09
09
12
12
13
13
13
12
Parameter
Cross Section 9
Riffle
Cross Section 10
Pool
Cross Section 1 l
Riffle
Cross Section 12
Pool
WA"Aawaw
Nw=
l
.
Dimension
Base
MY]
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
Base
MY
MY2
MY3
MY4
MY5
BF Width ft
190
191
186
188
185
183
225
217
221
234
191
193
194
198
193
194
199
201
130
158
162
160
196
174
Flood prone Width ft
661
660
660
659
659
659
805
802
806
807
807
807
779
748
688
749
749
749
787
767
76 1
759
759
759
BF Cross Sectional Area )
327
295
290
284
254
25 1
40 1
40 I
41 1
368
305
315
21 5
241
236
238
232
230
257
274
288
280
330
26 8
BF Mean Depth (ft)
17
1 5
16
1 5
14
14
18
18
19
16
16
16
1 1
1 2
12
1 1
09
10
20
17
1 8
1 8
17
1 5
BF Max Depth (ft)
29
27
26
26
24
25
38
1 37
37
34
1 29
32
27
28
27
27
26
27
39
39
39
39
40
37
Width/Depth Ratio
11 1
124
120
124
135
133
127
118
119
148
119
118
175
163
158
181
282
244
66
92
92
91
117
113
Entrenchment Ratio
35
34
35
35
36
36
36
37
37
35
42
41
40
38
36
36
29
31
61
48
47
39
39
43
Wetted Penmeter (ft)
20 1
20 1
196
199
194
192
242
238
242
246
20 1
205
205
206
20 1
216
264
24 6
153
1
177
18 1
181
21 5
193
Hydra he radius ft
1 6
1 15
1 15
14
1 1 3
13
1 7
1 7
1 7
1 5
1 5
1 5
1 1
12
12
1 1 1
09
1 09
1 7
1 5
1 6
15
1 5
14
25

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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
MYl
MY2
MY3
MY4
MYS
Base
MY1
MY2
MY3
MY4
MY5
BF Width (ft)
197
192
185
228
225
182
188
184
196
198
195
196
175
170
189
180
176
160
197
239
236
231
225
226
Flood prone Width ft
698
700
700
700
700
700
638
63 3
636
634
633
63 3
668
668
620
666
669
665
608
607
606
608
607
60 6
BF Cross Sectional Area
264
239
234
272
287
220
243
240
248
234
247
21 7
159
184
219
226
212
176
497
485
626
552
512
482
BF Mean Depth ft
13
12
13
12
13
12
13
13
13
11
09
1 1
09
I 1
12
13
12
11
25
20
21
24
23
21
BF Max Depth ft
27
26
26
25
26
24
22
22
23
20
21
20
15
28
29
29
30
29
50
50
48
46
44
43
Width/Depth Ratio
147
155
147
191
176
151
146
141
155
187
286
177
193
157
162
143
146
145
78
118
106
97
99
106
Entrenchment Ratio
35
36
38
31
31
38
34
34
32
30
24
32
38
39
33
37
38
42
31
25
26
26
27
27
Wetted Penmeter ft
204
199
194
235
23 1
189
195
19 1
204
21 3
27 ON
2
17 9
18 2
1 20 1
19 3
194
180
223
263
256
253
250
247
Hydraulic radius (ft)
1 3
1 2
12
12
12
12
12
13
12
1 1 1
09
1 1
09
10
1 1 1
1 2
1 1
1 0
22
1 8
2 1
22
2 1
20
Parameter
Cross Section 17
Pool
Cross Section 18
Riffle
Cross Section 19
Pool
Cross Section 20
Riffle
-1
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
BF Width (ft )
159
165
153
184
182
169
180
170
176
197
190
183
152
151
162
167
170
168
136
144
151
149
151
138
Flood prone Width ft
74 1
71 0
744
74 1
741
741
763
761
763
769
770
769
816
819
820
816
81 9
81 5
972
969
969
97 1
976
97T
BF Cross Sectional Area ft)
51 1
499
503
55 8
560
527
565
517
533
593
584
556
463
450
466
477
463
467
325
350
366
397
372
356
BF Mean Depth (ft)
32
30
33
30
31
31
31
30
30
30
31
30
30
30
29
29
27
28
24
24
24
27
25
26
BF Max Depth ft
50
51
49
54
53
52
45
44
42
47
49
49
49
48
47
47
46
47
30
34
34
36
34
34
Width/Depth Ratio
50
55
47
61
59
54
57
56
58
66
62
60
50
51
57
58
63
61
57
59
63
56
62
53
Entrenchment Ratio
47
43
49
40
41
43
42
45
43
39
40
42
54
54
50
49
48
48
71
67
64
65
64
70
Wetted Penmeter ft
206
208
193
226
1 229
21 41
222
1 21 3
21 5
244
236
227
193
188
195
20 1
203
203
16 1
17 1
17 8
177
1 183
168
Hydraulic radius ft
25
24
26
25
24
25
25
24
25
24
25
24
24
24
24
24
23
23
20
21
21
22
20
21
26
0

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Reach 1
Parameter
Baseline
MY]
MY2
MY3
MY4
MY5
Pattern
Min
Maxim
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
8494
15825
12372
Radius of Curvature ft
1826
2739
2282
2024
3026
2487
2024
3026
2487
2024
3026
2487
2024
3026
2487
2024
3026
2487
Meander Wavelength (ft)
12425
171 16
14770
27587
36482
32022
27587
36482
320 22
275 87
36482
32022
275 87
36482
320 22
275 87
36482
32022
Meander Width ratio
212
472
342
23
42
33
23
42
33
23
42
33
23
42
33
23
42
33
Profile
Riffle length (ft
15 1
103 2
39 0
20 0
470
288
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
00051
00305
00191
Pool length (11
232
1394
52 6
217
874
454
21 7
874
454
217
874
454
21 7
874
454
21 7
874 1
454
Poolspacing (ft)
339
2508
653
295
1558
73 5
295
1558
73 5
295
1558
735
295
1558
73 5
295
15581
735
NOR
Additional Reach Parameters
Valley Length (ft
15819
741 0
7410
741 0
741 0
7410
Channel Length (ft)
2200
10178
10178
10178
10178
10178
Sinuosity
14
14
14
14
14
14
Water Surface Slope ft/ft
000150
00007
00007
0000802
0000802
0000802
BF slope ft/ft)
1 00009
000075
000075
000182
000182
000182
Ros en Classificationj
C5
C5
C5
C5
C5
C5
Reach 2
Parameter
Baseline
MY 1
MY2
MY3
MY4
MY5
_
»
M�Med
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Channel Beltwidth (ft)
3998
8878
6438
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
1869
2804
2336
Meander Wavelength (ft)
12720
17522
151 21
12720
17522
15121
12720
17522
151 21
12720
17522
15121
12720
17522
151 21
12720
17522
15121
Meander Width ratio
2 12
472
342
2 12
472
342
2 12
472
342
2 12
472
342
2 12
4 72
342
2 12
472
342
Profile
Riffle length (ft)
282
975
49 1
282
975
49 1
282
975
49 1
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
00020
00096
00045
Pool length ft
194
13591
596
194
1359
596
194
1359
596
194
135 9
596
194
1359
596
194
1359
596
Pools spacing ft
352
195 1
1194
352
195 1
119 4
35 2
195 1
1194
352
195 1
1194
352
195 1
1194
352
195 11
1194
Additional Reach Parameters
Valley Length (ft)
7568
7568
7568
7568
7568
7568
Channel Length (ft)
1550
1550
1550
1550
1550
1550
Sinuosity
20
20
20
20
20
20
Water Surface Slope ft/ft
000140
000140
000140
0000802
0000802
0000802
BF sloe (ft/ft)
000075
000075
000075
0 001
0 001
0 001
Ros en Classification
C5
C5
C5
C5
C5
C5
27

Floogie Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Reach 3
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 a
Channel Beltwidth ft
4106
9141
6623
832
2171
1526
83 2
2171
1526
832
2171
1526
832
2171
1526
832
2171
1526
Radius of Curvature (ft)
19 17
2886
2401
141
317
205
141
317
205
141
31 7
205
141
31 7
205
141
31 7
205
Meander Wavelength (ft)
13092
18030
155 51
221 9
4988
3256
2219
4988
3256
2219
4988
3256
221 9
4988
3256
221 9
4988
3256
Meander Width ratio
212
472
342
20
53
37
20
53
37
20
53
37
20
53
37
20
53
37
Profile
Riffle length ft
195
1958
347
102
570
227
102
570
227
102
570
227
102
570
227
102
570
227
Riffle slope ft/ft
00022
00297
00038
00003
00313
00118
0 0003
0 0313
0 0118
00108
00141
0 0117
0 0108
0 0141
00117
00108
00141
00117
Pool length (ft)
134
1266
546
138
386
228
138
386
228
138
386
228
138
386
228
138
386
228
Pool spacing (ft)
224
20641
86 1
232
1683
53 1
232
1683
53 1
232
1683
53 1
232
1683
53 1
232
1683
53 1
Additional Reach Parameters
Valley Length (fl
24985
9668
9668
9668
9668
9668
Channel Length (ft
4110
1750
1750
1750
1750
1750
Sinuosity
17
18
18
18
18
18
Water Surface Slope ft/ft
000160
0 001
0 001
0 001
0 001
0 001
BF slope ft/ft
00008
0 001
0 001
00012
00012
00012
Ros en Classification
E5
E5
E5
E5
E5
E5
Reach 4
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)
279
477
35 8
279
477
358
279
477
358
279
477
358
279
477
35 8
279
477
35 8
Radius of Curvature (ft)
8622
1878
f 40 2
8622
1878
1402
8622
1878
1402
8622
1878
1402
8622
1878
1402
8622
1878
1402
Meander Wavelength (ft
368 1
3919
3800
368 1
391 9
3800
368 1
391 9
3800
368 1
3919
3800
368 1
391 9
3800
368 1
3919
3800
Meander Width ratio
09085
15523
06649
09085
15523
06649
09085
1 5523
06649
09085
1 5523
06649
09085
15523
06649
09085
1 5523
06649
Profile
Riffle length (ft
419
80 1
636
419
80 1
636
419
801
636
419
80 1
636
419
80 1
636
419
80 1
636
Riffle slope ft/ft
00016
00090
00064
00016
00090
00064
00016
00090
00064
00023
0 009
00046
00023
0 009
0 0046
00023
0 009
00046
Pool length (ft)
394
1576
7634
394
1576
7634
394
1576
7634
394
1576
7634
394
1576
7634
394
1576
7634
Pools acm ft
51 4
1279
884
514
1279
884
514
1279
884
514
1279
884
514
1279
884
514
1279
884
Additional Reach Parameters
Valley Length (ft)
6158
6158
6158
6158
6158
6158
Channel Length (ft)
6384
6384
6384
6384
6384
6384
Sinuosity
10
10
10
10
10
10
Water Surface Slope ft/ft
00003
00003
00003
00006
00006
00006
BF slope ft/ft)
00002
00002
00002
0000766
0000766
0000766
Ros en Classification
E5
E5
E5
E5
E5
E5
28
0

APPENDIX A
As -Built Survey

Ll
REV NO DESCRIPTION GATE
REVISIONS
OR YrAeW
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RALEIGH NC 27612
YYK (919) 782 -0495
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ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA COVER & INDEX SHEET 20

111
III
IIl 301
LEGEND
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REV NO DESCRIPTION DATE
REVISIONS
ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS 2
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA STA 0 +00 TO STA 6 +35 20
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BERTIE COUNTY NORTH CAROLINA STA 0 +00 TO STA 6 +35 20
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EXISTING CONTOURS —
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REV NO DESCRIPTION DATE
REVISIONS
•
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I
720 CORPORATE CENTER DRIVE
\w/�/ RALEIGH NC 27607
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48
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[ I Martr . Sods 1 Inch : 302
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REV NO DESCRIPTION GATE
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REV NO DESCRIPTION DATE
REVISIONS
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0
LEGEND
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CENTERUNE OF EXISTING DITCH —
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/ /�/ TOP OF BANK — — — TB — — —
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48 48
46 46
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42 42
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38 38
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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
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ou�p ruE RELEASED FOR DATE
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REVISIONS ^��a.p 03/28/08 South coronna RECO"D Dec.
•

50
48
46
44
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40
38
36
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LEGEND
EXISTING CONTOURS
—
CENTERUNE OF EXISTING DITCH
—
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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 GATE
REVISIONS
•
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720 CORPORATE CENTER DRIVE
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REV No DESCRIPTION DATE �R nm w'n�NA community infrastructure csnaultants Z" car°nno c.wga BERTIE COUNTY NORTH CAROLINA
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•

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LEGEND
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EXISTING CONTOURS
—
CENTERUNE OF EXISTING DITCH
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•
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FLOOGIE MITIGATION PROJECT
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44
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40
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36
34
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LEGEND
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EXISTING CONTOURS
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REV NO DESCRIPTION DATE
REVISIONS
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BERTIE COUNTY NORTH CAROLINA 20
•

LEGEND
�30
EXISTING CONTOURS
—
CENTERUNE OF EXISTING DITCH
—
BOTTOM OF BANK — —
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REV NO DESCRIPTION DATE
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LEGEND
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EXISTING CONTOURS
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CENTERUNE OF EXISTING DITCH
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LIMITS OF CONSERVATION
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71 +50 72 +00 72 +50 73 +00 73 +50 74 +00 74 +50 75 +00 75 +50 76 +00 76 +50 77 +00 77 +50 78 +00 78 +50 79 +00
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REV NO DESCRIPTION DATE
REVISIONS
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720 CORPORATE CENTER DRIVE
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•

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LEGEND
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EXISTING CONTOURS —
\\\ CENTERLINE OF EXISTING DITCH —
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38 38
36 36
34 34
32 32
30 30
28 28
26 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
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REV NO DESCRIPTION DATE
REVISIONS
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•

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26 26
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REV NO DESCRIPTION DATE
REVISIONS
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LEGEND
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(3)
09+L6
\N
\�
W
FORD CROSSING
W
/�
*2o/ �
(/J
ROOT WAD
EA
�
CHANNEL PLUG
OS *
`� `� M
WETLAND CHANNEL PLUG
['�}
CD
EXISTING WETLANDS
W
� Z
BEDDED LOG STRUCTURE
—�
SMALL WOODY DEBRIS
U
ti
Q
CE LCE LCE LCE LCE
LCE LCE
LCE
LCE LCE
a a a o
1 imh � iglt
LCE
LCE
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
Horhontd Sods 1 hoA 30R
VrtW Soda 1 Intl JR
740 CORPORATE CENTER DRIVE RELEASED FOR DATE
o°ON \A/�
RALEIGH ND 476D7 ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS 1 6
Y Y ^ (919) 7B4 —Ot95 APPROVALS
u � FLOOGIE MITIGATION PROJECT
DICKSON BIDgNO
°'°Ce L°`°L'°"' CONSTRDCRDN STA 97 +50 TO STA 103 +00
REV NO DESCRIPTION DATE „i%,,,,,r - DaJ10MA canmunity InfraMructure canaultante North Caronna Ceorgb BERTE COUNTY NORTH CAROLINA 20
REVISIONS esr4'e`9 03/49/09 Souln Cmoli^c RECORD D.
•

"I
L
REV NO DESCRIPTION I DATE
REVISIONS
•
YdM�
LEGEND
720 CORPORATE CENTER DRIVE
RALEIGH NC 2
(9 -7fi0
K 19) 782 06.97 3
DICKSON Oltice Lolidn
eol nity Mf-d uettve eonaltanta Nwtn Carolina 0amgw
Sloth Ca'wh.
3b
DATE
°
�)
EXISTING CONTOURS
—
Z-- F
DR
CENTERUNE OF EXISTING DITCH
—
h 3J)
BOTTOM OF BANK — —
— BB — — —
�)
\
TOP OF BANK — —
UMITS OF CONSERVATION
ASMENT
LOG RAMP
LOG GRADE CONTROL
— TB — — —
LCE
/
�a
LOG TOE PROTECTION
LOG VANE
FORD CROSSING
ROOT WAD
�--
=i.4 ==
Q' �\ OO+ypt Tp�
�V
LCE LCE , LCE LCE LCE
a m a a
1 (mD � 80R
CHANNEL PLUG
WETLAND CHANNEL PLUG
EXISTING WETLANDS
BEDDED LOG STRUCTURE
SMALL WOODY DEBRIS
It
36
34
32
30
28
26
24
103
+00
103
+50
104
+00
104
+50
HaAxaltd Sods 1 llltll JOR
Yartloal Scds 1 NcN � 3R
REV NO DESCRIPTION I DATE
REVISIONS
•
YdM�
1 _ sc
720 CORPORATE CENTER DRIVE
RALEIGH NC 2
(9 -7fi0
K 19) 782 06.97 3
DICKSON Oltice Lolidn
eol nity Mf-d uettve eonaltanta Nwtn Carolina 0amgw
Sloth Ca'wh.
RELEASED FOR
DATE
°
0/2007
APPROVALS
Z-- F
DR
N
MDO"`
CONSTROCnON
n[ AA"c
Wdl9d d.
lad
03/28/08
RECORD DMC
ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS —BUILT PLANS 1
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA STA 103 +00 TO STA 104 +71 55 20

REV NO DESCRIPTION I DATE
REVISIONS
Del
r Lwrz
740 CORPORATE CENTER DRIVE
\ w /�/ RALEIGH NC 47807
YY ^ (gig) H NC 27607
DICKSON
NcI C.d .
community InkmtTUOture coneultanle Norm C-1— Gwrgio
Soum Cardma
RELEASED FOR
DATE
1
�
APPROVMS
B0D1NG
DPi °Y
ei
506}lOOR�
IOOR
CONSTRUCTION
n6.u�
n
0 3/48/08
RECORD 0MG
ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS g
FLOOGIE MITIGATION PROJECT WETLAND CONDITIONS
BERTIE COUNTY NORTH CAROLINA 20
0
•

r�
REV NO DESCRIPTION GATE
REVISIONS
DR ci
f wc150
CROSS SECTIONS 1 -2
RELEASED FOR
DATE
CROSS SECTIONS 3 -4
/2007
APPROVALS
0
DPI n
� a
50aJt00RA
BIDDNG
CONSTRUCTION
�VP6
1 CROSS SECTIONS 5 -6
_
evHy�a.R
03/26 /08
AW1/VP2
g VP8
VP7 VP9 O
CG1 AW5
VP10
AW2/VP3 AW4/VP5
VPi
AW3/VP4 VP1
----------------------------- 0
- - - - -- -
CROSS SECTIONS 7 -8
CROSS SECTIONS 9 -10
m m ffi >m
REV NO DESCRIPTION GATE
REVISIONS
DR ci
f wc150
720 CORPORATE CENTER DRIVE
RALEIGH NC 27607
WK (919) 782 -0195
WDICKSON 011ice Loectionf
eomm Ity inhest tUre —Itmt! z,r Carolina Oewgw
Sou Carolina
RELEASED FOR
DATE
/2007
APPROVALS
DPI n
� a
50aJt00RA
BIDDNG
CONSTRUCTION
_
evHy�a.R
03/26 /08
RECORD O.0
ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS �g
FLOOGIE MITIGATION PROJECT MONITORING OVERVIEW
BERTIE COUNTY NORTH CAROLINA 00

CROSS SECTIONS 15 -16
VP15
t
VP14
Pi --
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
1
1
I
VP
0 A m >m
1 took - IDOR
REV NO DESCRIPTION DATE
REVISIONS
ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS 20
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA MONITORING OVERVIEW 20
0
•
w0 so. r
i - 150
720 CORPORATE CENTER DRIVE
\ A /�/ RALEIGH NC 27607
YY ^ (919) ]62 -OA95
DICKSON i Loatlo
-unity Mhoaueture nitanfn NWn C «aino ca «gn
South Carolina
RELEASED FOR
DATE
APPROVALS
oDN
JA
08/2007
B' °O"°
OR
5O131A
CONSTRUCTION
eeY do
03/20/06
RECORD DM
ENVIRONMENTAL BANC & EXCHANGE, LLC FLOOGIE AS -BUILT PLANS 20
FLOOGIE MITIGATION PROJECT
BERTIE COUNTY NORTH CAROLINA MONITORING OVERVIEW 20
0
•

APPENDIX B
2012 Profile and Cross Section Data
•

7
47
45
43
a 41
m
u� 39
37
35
Floogie
Reach 1 -2 STA. 15 +50 - STA. 25 +50
-As -Built -Year I -Year2 -Year3 - Year 4 �Year5 Water Surface + LTB x RTB
+ + X + y +
X X + X
Beaverdams
X + X X
1550 1650 1750 1850 1950 2050 2150
Channel Distance (ft)
X
X+
+ + k
2250 2350 2450 2550
a

Floogie
Reach 3 STA. 47 +50 - STA. 65 +00
—As -Built —Year I Year 2 —Year 3 —Year 4 — Year 5 - Water Surface + LTB X RTB
46
44
+X
X + +i( + +X + X+ X
42 + 4X >qC
X XF X X+ X X+ + X
a 40 X X
A
O
_v
38
w 36
34
32
4750 4950 5150 5350 5550 5750 5950 6150 6350 6550
Channel Distance (ft)
• •

0
Floogie
Reach 4 STA. 87 +50 - STA. 94 +50
— Year I -Year 2 —Year 3 —Year 4 tYear 5 Water Surface + LTB x RTB
42
I
40 + X + X +
X
38
a 36 �-
u
u'7 34
32
30
8750 8850 8950 9050 9150 9250 9350
Channel Distance (ft)
a

48
47
46
G
45
d
W 44
43
42
Floogie, Cross Section 1, Pool
i
i
I I
0 10 20 30 40 50 60 70 80
Width (ft)
Bankfull Elevation -As-Built Year 1 Year 2 Year 3 -. Year 4 Year 5
• •

0
50
49
48
c 47
0
46
W
45
44
43
Floogie, Cross Section 2, Riffle
0 10 20 30 40 50 60 70
Width (ft)
Flood Prone Area - BankfWl Elevation As -Built Year I Year 2 Year 3 - Year 4 Year 5
80
a

48
47
46
_ 45
a
Q 44
43
w
42
41
40
Floogie, Cross Section 3, Pool
- _ - --
0 l0 20 30 40 50 60 70 80
Width (ft)
Bankfull Elevation As -Built Year 1 Year 2 Year 3 Year 4 Year 5
• is

0
50
49
48
47
46
45
W
44
43
42
Floogie, Cross Section 4, Riffle
i
i
i
0 10 20 30 40 50 60 70 80
Width (ft)
Flood Prone Area - Bankfidl Elevation As -Built Year 1 Year 2 Year 3 - Year 4 Year 5
0

47
46
45
4~
a
0 44
d
W 43
42
41
Floogie, Cross Section 5, Riffle
0 10 20 30 40 50 60 70
Width (ft)
Flood Prone Area - BankfWl Elevation -As-Built Year 1 Year 2 Year 3 ---- Year 4 Year 5
• is

0
Floogie, Cross Section 6, Pool
48
46 - --
45
c
W
43 —
42 - -- — -
41 - -- -t
40
0 10 20 30 40 50 60 70
Width (ft)
— Bankfull Elevation As -Built Year 1 — Year 2 Year 3 Year 4 Year 5

Floogie, Cross Section 7, Riffle
45
44 1 —
43
A
42
41 -
40
0 10 20 30 40 50 60 70
Width (ft)
- Flood Prone Area - BaAfidl Elevation As -Built Year I Year 2 Year 3 -Y.4 Year 5
•

0
Floogie, Cross Section 8, Pool
45
44
43 — — -- -
a
0
42 - — — —
40
0 10 20 30 40 50 60
Width (ft)
Bankfull Elevation As -Built Year I — Year 2 Year 3 Year 4 Year 5

Floogie, Cross Section 9, Riffle
47
46 - -- - - -
45
iC 44 - - - - - -- — - -
? 43 - - -.
42 -- - - --
W
41 -- - - — -
40 - - - - -- -- - - - --
39
0 10 20 30 40 50 60 70
Width (ft)
— Flood Prone Area — Banldull Elevation —As-Built Year l — Year 2 Year 3 — Year 4 � Year 5
•

45
44
43
d 42
0
41
W 40
39
38
Floogie, Cross Section 10, Pool
—_
------------
0 10 20 30 40 50 60 70 80
Width (ft)
Bankfidl Elevation As -Built Year I - Year 2 Year 3 Year 4 Year 5
90
IM

Floogie, Cross Section 11, Riffle
46
45 ---- - - - - --
i
44
0 43
W 42
41
40 L ...............................
0 l0 20 30 40 50 60 70 30
Width (ft)
— Flood Prone Area — Bankfull Elevation —As-Built Year 1 Year 2 Year 3 —°° Year 4 Year 5
•

4
Floogie, Cross Section 12, Pool
45
44
43
PF
� I
� 42 -
0
41 --
W
40 --
I
39
38
0 10 20 30 40 50 60 70 80
Width (ft)
— Bankfull Elevation —As -Built Year I Year 2 Year 3 -- — Year 4 Year 5

Floogie, Cross Section 13, Pool
43
42 — --
41 - 4
c
7
w 40 -- -- - - - - - - - -- -
38
0 10 20 30 40 50 60 70
Width (ft)
Bankfull Elevation —As-Built Year 1 — Year 2 Year 3 — Year 4 — Year 5
41

0
Floogie, Cross Section 14, Riffle
44
43 -
42 -
a
41 -
V
W 40 - - -— _ — -- -
39 — — -- - -
38
0 10 20 30 40 50 60 70
Width (ft)
— Flood Prone Area — Bankfull Elevation — As -Built Year t — Year 2 Year 3 Year 4 Year 5
is

42
41
40
c
39
W 38
37
36
Floogie, Cross Section 15, Riffle
I
-I-
0 10 20 30 40 50 60 70
Width (ft)
- Flood Prone Area - Bankfull Area - As -Built -Year 1 - Year 2 Year 3 - Year 4 - Year 5
• Is

Floogie, Cross Section 16, Pool
42
41 -
40 _ - - -- - -
�R 39 - -- -
e
.S 38
i�
W
36 — -- - -- - -- — - --
35 - — - _ - --
34
0 10 20 30 40 50 60 70
Width (ft)
Bankfull Elevation —As-Built Year 1 Year 2 Year 3 — Year 4 Year 5
Is

42
41
40
39
e
S 38
37
W
36
35
34
Floogie, Cross Section 17, Pool
0 10 20 30 40 50 60 70
Width (ft)
BmMull Elevation -As-Built Year 1 - Year 2 Year 3 -- Year 4 - Year 5
• is

Floogie, Cross Section 18, Riffle
46
44
..
42
- -
-
c
0
40
-- - -- -..- —
�—
cil
38
-
34
0 10
20 30 40 50
60 70 80
Width (ft)
— Flood Prone Area
— Bankfull Area —As-Built Year l — Year 2
Year 3 •- --- -- Year 4 Year 5

41
40
39
38
37
W
36
35
34
Floogie, Cross Section 19, Pool
- - _ A' — -
G
0 10 20 30 40 50 60 70 80
Width (ft)
- Bankfull Elevation -As-Built Year I - Year 2 Year 3 - Year 4 � Year 5

Floogie, Cross Section 20, Riffle
44
I
43
-
42
-
—
41
-
4:
a
40
- - -
39
-
I
- - - - —
w
38
37
- - -
-
- - - --
-
35
0 10 20 30 40 50 60 70 80 90 100
Width (ft)
— Flood Prone Area —
Bankfull Elevation —As -Built Year I -- Year 2 — Year 3 - -- Year 4 Year 5

APPENDIX C
2012 Gauge Data
a
•

Date
Time
Water Level
mchn
On sde
Manual
Raingauge
On -site Auto
RG Daily
On -sdc Auto
Rmagnage
Mo.thly
Windsor
Dad Rainfall
dd--yyyy
hh mm as
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AWS
FLO AW6
FLO RAW]
FLO RAW2
FLO RAW3
CGl
CG2
1 Jm -2012
0 00 00
6 50
-231
-480
462
5 71
-427
1886
-35 50
3145
1 Jm -2012
6 00 00
690
4 59
5 10
500
-65-1
-465
1954
-3502
31 00
I Jm -2012
12 00 00
-4 48
-348
007
257
239
3 28
201
1687
-3661
3250
I Jm -2012
18 00 00
-088
333
329
3 89
268
1708
-3892
3503
2 Jm -2012
0 00 00
-442
001
254
2 58
3 16
209
1707
-3900
3496
2 Jm -2012
6 00 00
686
-202
468
474
559
-425
I8 76
-3821
34 17
2 Jm -2012
12 00 00
599
-078
359
359
443
4 97
1769
-3821
3420
2 Jm -2012
18 00 00
748
-241
503
470
-5 73
408
-1889
38 16
34 17
3 Jm -2012
0 00 00
854
3 11
5 73
5 52
-665
507
1991
-3790
-3391
3 Jm -2012
6 00 00
-1021
460
738
7 10
-808
663
2161
-3742
-3341
3Jm -2012
120000
898
310
594
576
-656
517
-2047
3701
-3299
3 Jm 2012
180000
-1009
415
704
-660
753
6 19
-2144
3542
-3137
4 Jm 2012
0 00 00
-12 14
5 82
8 88
842
937
902
2344
33 16
-2921
4 Jm 2012
6 00 00
-1297
-629
966
890
970
863
-2404
3281
-2884
4 -Jm 2012
12 00 00
1044
343
-672
594
709
597
2167
3334
2921
4 Jm 2012
180000
1046
365
-694
-651
740
640
21 83
3521
-3120
5 Jm 2012
0 00 00
-1124
3 82
7 13
681
760
672
22 16
3649
3253
3 Jm 2012
60000
1144
381
-709
671
773
690
2222
3761
3357
5 Jm 2012
12 00 00
890
1 19
-480
-4 10
523
424
1983
37 16
33 11
5 Jm 2012
18 00 00
.976
221
5 89
-0 88
-620
504
2051
3677
-3277
6 Jm 2012
0 00 00
l 1 87
-406
789
-692
8 14
709
2264
3650
3252
6 Jm 2012
6 00 00
1229
-427
823
711
821
737
2271
3652
-3249
6 Jm 2012
12 00 00
901
—769
-0 73
336
485
-379
1942
3704
3301
6 -Jm 2012
180000
947
4 25
5 23
376
5 38
423
1949
3798
3394
7 Jm 2012
0 00 00
1094
-225
-654
508
-669
-562
2087
38 16
3409
7 -Jm 2012
6 00 00
11 14
-230
-6 79
520
-680
-585
21 15
38 16
3406
7 -Jm 2012
12 00 00
1000
-1 24
558
-4 02
5 71
455
1997
38 08
33 94
7 -Jm 2012
190000
-1025
-1 42
573
405
5 79
-449
1984
37 98
3389
8-Jm 2012
0 00 00
11 81
-2 71
726
536
7 34
-603
2149
36 96
3298
8 -Jm 2012
6 00 00
-1122
1 98
674
476
-677
-546
2105
35 54
31 56
8 -Jm 2012
12 00 00
-1105
1 79
-650
455
-662
-5 19
2091
-34 I8
30 11
8 -Jan 2012
180000
-11 87
244
729
5 13
736
-592
2149
33 82
2977
9 Jm 2012
0 00 00
-1201
240
749
5 10
753
-600
2191
33 68
2965
023
9 -Jm 2012
6 00 00
-11 81
205
728
494
746
-585
2199
3391
2974
9 -Jm 2012
12 00 00
1126
1 -1 60
-644
460
706
-527
21 87
3462
3053
9 -Jm 2012
18 00 00
570
025
252
282
3 45
-277
1905
3599
3190
10 Jm 2012
0 00 00
548
021
275
321
-407
-2 57
1591
3679
3269
10 Jm -2012
6 00 00
565
025
302
-328
461
-268
1586
-3653
3249
10 Jm 2012
12 00 00
533
085
243
2 18
-427
198
1537
3674
3265
10 Jm -2012
180000
794
1 56
485
438
-681
432
1760
3714
3303
11 Jm -2012
0 00 00
788
1 21
456
422
fi 63
73 99
1759
-3692
3289
047
11 Jm -2012
6 00 00
744
-065
397
-369
1 -601
.348
1723
3727
3323
11 Jm -2012
12 00 00
-680
0 12
3 17
-304
5 11
274
1646
3878
3473
11 Jm -2012
180000
055
235
1 21
-062
069
1 31
-533
3646
3735
12 Jm -2012
0 00 00
055
4 17
109
366
5 06
203
—76-7
16 14
-1611
0 17
12 Jm -2012
6 00 00
2 11
1 64
-029
271
4 10
092
155
2030
1665
12 Jm 2012
12 00 00
166
174
025
202
437
141
068
2194
1756
12 Jm -2012
18 00 00
233
068
047
048
332
061
001
-2291
-1848
13 Jm -2012
0 00 00
232
1 10
030
673
3 26
072
0 15
2441
1997
13 Jm 2012
6 00 00
301
037
1 09
-070
229
006
068
2326
1939
13 Jm -2012
12 00 00
295
066
1 01
-059
209
0 11
059
2237
1865
13 Jm 2012
180000
392
-053
1 89
1 71
094
-093
155
2140
1860
14 Jm -2012
0 00 00
434
.073
2 23
-225
0 16
161
2 15
2126
.1973
14 Jm -2012
6 00 00
498
1 18
2 73
294
-068
220
271
2064
-1857
14 Jm -2012
12 00 00
419
-030
192
-214
-0 15
147
201
-2099
-1911
14 Jm 2012
18 00 00
481
1 03
251
-282
-094
2 13
254
-2126
1973
15 Jm -2012
0 00 00
590
202
343
396
F3-9—
337
370
2126
2002
15 Jm -2012
6 00 00
559
1 74
320
366
225
3 19
340
-21 36
2022
15 Jm 2012
12 00 00
-461
-0 72
253
-270
155
233
242
-1949
1865
15 Jan -2012
18 00 00
533
1 42
3 85
-329
243
309
305
1856
1764
16 Jm -2012
0 00 00
736
-337
584
5 28
-465
5 14
506
-18 12
1735
16 Jm 2012
6 00 00
902
3 75
-631
5 81
5 19
5 71
543
-1856
17 81
16 Jm 2012
12 00 00
5 10
-088
326
-3 15
255
294
273
-1924
1864
16 Jm 2012
I8 00 00
5 16
.095
3 24
3 18
261
295
279
-2056
2005
17 Jm 2012
0 00 00
-493
-0 66
299
300
257
287
265
2198
2181
17 Jm 2012
6 00 00
-475
.051
2 63
-263
238
258
244
2345
.2359
17 Jm 2012
12 00 00
353
087
1 39
-128
1 11
1 19
1 17
2496
-2530
17 Jm 2012
180000
370
074
157
1 31
137
1 17
1 18
2656
-2709
18 Jm 2012
0 00 00
385
049
1 75
1 52
1 66
1 30
1 45
272
-28 29
0 10
18 Jm 2012
6 00 00
325
096
003
1 19
.098
0 65
1 18
27621
-26 41

Date
Time
Water Level
inches
O"ne
Manual
Ranig-ge
On site Auto
RG Daily
Oa site Auto
Reingauge
Monthly
Windsor
Daily Rainfall
dd -tnmm
bit m
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAW1
FLO RAW2
FLO RAW3
CGI
CG2
184an 2012
12 00 00
-287
120
-007
-096
-081
010
122
25 75
2181
18 -Jan -2012
18 00 00
449
-064
219
-249
308
180
305
23 84
2101
194an 2012
00000
524
137
291
-320
395
257
386
2292
2159
19 -Jan -2012
6 00 00
-541
1 74
323
-360
428
300
416
2248
2209
19 Jan 2012
12 00 00
366
023
1 22
-185
-244
1 17
229
2269
2289
19 Jan 2012
18 00 00
-5 58
169
3 17
-3 77
4 40
323
415
23 14
23 85
20 Jan 2012
0 00 00
473
-090
225 1
297
347
-270
327
2376
2508
20 Jan 2012
6 00 00
-7-5-557
575
199
357
-412
-461
3 89
434
23 76
2559
20 Jan 2012
318
047
1 47
1 78
230
149
194
23 41
2550
20 Jan -2012
18 00 00
456
.054
2 91
267
334
249
303
-23 10
2579
21 Jan -2012
0 00 00
420
-0 19
205
240
280
233
-271
-2443
2746
056
21 -Jan -2012
6 00 00
367
024
-085
212
203
168
-226
2598
2825
21 -Jan -2012
12 00 00
206
171
034
-0 75
-022
001
-109
-2651
-2625
214an -2012
18 00 00
223
101
-039
-062
-087
001
140
-2377
2297
224an -2012
0 00 00
221
1 85
-0 50
-034
105
045
-151
1266
-1061
22 -Jan -2012
60000
292
129
1 09
-009
226
017
1 76
-1248 1
-1057
22 Jan 2012
120000
-296
091
110
-042
218
016
163
-1222
1081
22 Jan 2012
18 00 00
-287
0 96
-096
-059
2 15
0 12
1 01
-1266
-12 15
23 Jan -2012
0 00 00
286
065
-089
-078
1 95
025
099
1337
1390
23 Jan 2012
6 00 00
-294
1 11
-083
-1 04
1 73
022
1 03
1442
1602
23 Jan -2012
12 00 00
248
165
043
-036
1 97
0 18
053
15 31
1752
23 Jan -2012
18 00 00
2 12
197
-001
004
226
059
0 17
1651
1948
24 Jan -2012
0 00 00
1 80
2 13
024
008
2 36
0 78
007
1704
20 51
029
24 Jan -2012
6 00 00
1 33
245
067
030
254
1 26
023
15 10
1636
24 Jan -2012
12 00 00
142
290
021
085
274
1 27
021
1288
1452
24 -Jan -2012
18 00 00
208
223
-029
037
242
066
023
1301
1594
254an -2012
0 00 00
3 17
1 10
1 27
-093
142
0 53
127
1256
1665
25 Jan 2012
60000
391
035
201
153
052
142
199
1207
1702
25 -Jan 2012
12 00 00
1 97
225
007
054
235
054
002
1207
1735
25 J. 2012
18 00 00
-289
133
089
038
1 16
041
095
1309
1889
26 Jan 2012
0 00 00
-4 12
0 18
200
154
0 is
1 71
2 17
-13 80
2002
26 Jan 2012
6 00 00
-3 82
032
1 73
159
029
1 74
206
-1460
-2143
26 Jan 2012
1 12 00 00
227
197
-009
-005
1 17
-033
051
-1576
2289
26 Jan -2012
18 00 00
-196
1 209
006
022
1 22
003
1 -021
1676
-2471
27 Jan -2012
0 00 00
1 82
1 221
039
024
1 29
006
008
18 14
-2663
045
27 Jan -2012
6 00 00
-1 62
241
045
043
1 18
0 18
.008
2023
-29 13
27 Jan -2012
12 00 00
052
336
1 11
106
2 17
126
033
-1469
-2359
27 Jan 2012
18 00 00
-169
3 07
004
228
262
091
005
1255
-1835
28 Jan -2012
0 00 00
240
2 13
-060
121
232
029
023
1132
-1727
28 Jan -2012
6 00 00
382
072
195
-032
085
121
-149
1145
-18 18
28 Ian 2012
12 00 00
167
293
021
174
293
096
073
1201
-1931
28 Jan 2012
18 00 00
323
l 14
1 26
024
1 18
060
092
1250
2056
29 Jan 2012
0 00 00
296
127
099
045
1 21
054
065
1153
1 20 14
29 Jan 2012
6 00 00
338
1 053
1 33
008
055
-103
1 19
1100
20 10
29 Jan 2012
12 00 00
263
170
-060
091
1 05
052
0 55
1082
2031
29 Jan 2012
18 00 00
-3 14
107
-104
034
034
-1 17
106
-1201
21 89
30 Jan 2012
0 00 00
443
-022
-221
-094
1 15
-253
-236
-1237
-2251
30 Jan 2012
6 00 00
491
-076
.271
158
193
327
-287
-1166
22 18
30 Jan 2012
12 00 00
-282
138
-036
070
001
124
-0 77
-1132
-22 06
30 Jan 2012
18 00 00
-305
1 14
-073
044
-037
161
.106
-11 80
-2297
31 Jan 2012
0 00 00
-473
-051
2 17
120
223
337
-268
-1199
2322
31 Jan -2012
6 00 00
476
-0 51
211
1 17
-239
340
263
1232
-2417
31-Jan -2012
12 00 00
2 15
2 17
048
145
009
075
005
1296
-2493
31 Jan 2012
180000
-191
231
055
192
0 13
052
0 17
1372
2683
I- Feb -2012
0 00 00
269
1 44
004
109
-073
130
069
1398
2754
000
I -Feb -2012
600010
304
1 16
-0 18
062
-122
1 72
1 10
1474
29 16
1 Feb -2012
120000
257
181
037
132
-069
-099
038
1544
3132
1- Feb -2012
18 00 00
254
1 77
027
136
-0 73
71 02
021
1610
32 19
2 -Feb 2012
00000
287
137
004
091
122
-151
-091
1651
3232
016
2- Feb -2012
60000
2 14
193
073
102
0 17
-061
-033
1456
3352
2 -Feb 2012
12 00 00
166
243
046
148
0 40
049
Oil
1220
2871
2 -Feb 2012
180000
256
128
:Y69
070
1 00
-037
097
1168
2559
3 -Fcb 2012
0 00 00
-280
1 098
-099
057
1 30
066
4 31
-1038
-2393
3 Feb 2012
6 00 00
445
-066
260
124
308
250
-299
954
-2322
3 Feb 2012
12 00 00
254
123
067
066
1 19
072
-1 13
972
-2393
3 Feb 2012
18 00 00
359
025
193
-024
2 IS
189
205
1034
-2505
4 Feb 2012
0 00 00
-534
1 63
3 55
213
-4 17
387
394
1092
2646
043
4 Feb -2012
6 00 00
490
-096
273
160
361 65
349
344
1 198
28 74
4 Feb -2012
12 00 00
212
1 81
025
123
-0 79
066
0,9
13 36
30 I 1
4 Feb -2012
180000
253
1 50
-005
087
1 12
100
1 00
1495
32 37

Date
T,me
Water Level
inches
Oo sde
Manual
Raga.ge
Ou4ne Auto
RG Daily
O"i(W Auto
Rmagauge
Monthly
Windsor
Dwly Rmofall
dd-nurtavyYyy
hhnunss
FLOAWI
FLOAW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGl
CG2
5 -Feb 2012
0 00 00
022
602
132
267
470
2 18
034
-294
933
0 26
5 Feb -2012
6 00 00
130
504
048
4 14
4 87
1 64
1 51
294
845
5 -Feb 2012
12 00 00
1 51
567
027
429
4 72
145
159
2 15
766
5 -Feb 2012
18 00 00
-203
403
-008
361
400
093
100
1 08
724
6 Feb 2012
0 00 00
359
204
153
154
2 15
082
076
0 19
-699
6 Feb 2012
6 00 00
-437
1 09
233
062
1 19
161
155
0 16
732
6 -Feb 2012
12 00 00
230
276
-0 11
238
3 03
048
028
038
778
6 Feb 2012
180000
244
254
-021
207
2 73
029
002
162
936
7 -Feb -2012
0 00 00
283
194
075
139
2 13
025
044
2 16
10 15
7 Feb -2012
6 00 00
3 83
093
-1 80
025
1 06
1 29
1 51
247
1086
7 -Feb -2012
12 00 00
168
309
045
242
308
095
071
224
10 90
7 Feb -2012
18 00 00
268
1 86
-055
130
202
-013
037
-239
1137
8 Feb -2012
0 00 00
416
038
197
-020
035
174
189
206
11 57
004
8 Feb -2012
6 00 00
451
-006
237
-066
-026
-223
241
-2 16
1228
8 Feb -2012
12 00 00
245
205
-0 14
138
1 70
-0 12
026
.292
1327
8 Feb 2012
18 00 00
262
1 67
-036
1 05
1 23
-039
052
-362
1452
9 Feb -2012
0 00 00
308
1 13
102
049
056
1 05
1 IS
-287
1452
9- Feb -2012
6 00 00
386
021
1 70
-035
-035
-199
196
-2 12
1467--
4 69
9 Feb -2012
12 00 00
-259
1 56
047
093
071
-073
070
-1 32
1464
9 Feb -2012
18 00 00
-347
060
135
-002
-0 16
1 74
155
-204
1609
10- Feb -2012
0 00 00
468
048
241
130
154
3 15
279
-191
1705
0 10
10 Feb -2012
6 00 00
-521
-1 01
278
191
2 19
-378
329
-2 53
1830
10 -Feb 2012
12 00 00
-262
1 65
0 it
075
026
-1 14
081
-3 29
1963
10 Feb 2012
18 00 00
-260
1 57
-008
069
003
1 20
070
485
2139
1 t Feb -2012
0 00 00
-287
137
-039
038
-028
-1 44
094
-6 38
22 26
001
1 I Feb 2012
6 00 00
-289
l 10
-059
024
-053
148
1 17
-8 21
24 42
11 Feb 2012
12 00 00
-257
167
-030
062
-0 19
1 00
0 74
-9 11
2608
11 Feb 2012
190000
-3 17
090
102
-009
-097
179
148
896
2653
12 Feb 2012
0 00 00
-444
-045
225
125
2 35
3 11
273
.643
2500
12 Feb 2012
6 00 00
494
1 02
275
1 77
292
390
327
-452
23 92
12 Feb 2012
12 00 00
406
-0 13
163
-096
223
303
244
-370
23 80
12 Feb 2012
190000
404
-025
1 81
-092
225
307
237
432
2458
13 Feb 2012
0 00 00
-637
253
399
3 15
463
545
-460
3 56
2437
13 Feb 2012
600100
-7 25
3 16
474
390
544
637
525
3 05
2463
13 Feb 2012
12 00 00
-323
078
-025
007
1 65
245
133
3 22
2537
13 Feb 2012
180000
295
097
-032
020
152
235
1 18
-424
2662
14 Feb 2012
0 00 00
460
-051
1 80
130
3 10
394
285
-442
2736
14 Feb 2012
6 00 00
4 18
4) 36
145
-099
292
369
259
468
28 19
14 Feb 2012
12 00 00
-272
1 17
-003
031
163
232
1 17
-5 09
3006
14 Feb 2012
180000
-230
163
042
091
1 10
1 84
052
-5 89
3143
15 Feb 2012
0 00 00
-320
074
-043
-004
224
289
154
-5 71
31 85
15 Feb 2012
6 00 W
446
-052
1 53
130
337
-409
274
-5 17
31 84
15 Feb 2012
12 00 00
-235
167
046
074
1 41
.205
067
394
3022
15 Feb 2012
18 00 00
-2 11
185
048
1 17
1 18
-1 81
027
-3 85
30 10
16-Feb -2012
0 00 00
492
-096
209
166
-404
466
3 11
323
2926
036
16 Feb -2012
6 00 00
499
-085
194
168
404
469
3 It
3 68
2959
16-Feb 2012
12 00 00
-342
073
-039
-032
249
322
1 71
5 18
3121
16 Feb 2012
180000
-1 09
264
1 20
076
1 01
006
009
300
3325
17 Feb 2012
0 00 00
-162
325
047
2 62
3 55
1 19
Oil
341
1584
001
17 Feb -2012
6 00 00
-206
247
003
2 19
343
087
022
3 19
1589
17 Feb -2012
12 00 00
-1 76
270
030
206
3 61
109
080
260
1605
17 Feb -2012
180000
-1 73
261
034
193
343
098
1 077
3 18
1714
18 Feb 2012
0 00 00
-330
097
107
025
1 65
060
081
257
1755
18 Feb 2012
6 00 00
3 10
l 19
086
054
1 72
-046
079
239
1847
18 Feb 2012
12 00 00
1 79
247
043
195
2 81
091
056
270
1950
18 Feb 2012
18 00 00
1 88
235
042
1 83
249
069
052
7 19
2137
19 Feb 2012
0 00 00
236
189
-002
1 22
1 95
0 12
005
442
2220
051
19 Feb -2012
6 00 00
-234
1 86
00!
124
1 70
003
005
5 17
2355
19 Feb -2012
12 00 00
232
192
002
1 06
1 37
016
028
530
2437
19 Feb -2012
18 00 00
-001
351
1 15
1 80
3 55
169
052
588
1393
20-Feb -2012
0 00 00
-068
978
075
662
8 63
147
179
437
1039
003
20- Feb -2012
6 0O 00
-198
673
4) 30
501
789
059
094
1 14
-732
20 Feb -2012
12 00 00
-1 56
5 19
042
438
543
1 14
133
1 15
3 53
20 Feb -2012
IS 00 00
-229
342
-032
3 15
3 70
037
040
197
228
21 Feb -2012
0 00 00
450
078
242
042
1 11
187
190
293
103
21 Feb -2012
6 00 00
509
005
283
-046
044
246
251
220
1 54
21 Feb -2012
12 00 00
-239
258
-021
178
2 86
0 12
002
154
1 91
21 Fcb -2012
18 00 00
-137
336
073
267
3 68
1 08
086
203
537
22 Feb -2012
0 00 00
-1 76
283
0 42
2 16
3 25
071
1 050
270
5 86
22 Feb -2012
6 00 00
-1 86
254
0 12
188
3 11
061
1 028
360
-673

0
Date
Time
Water Levd
inches
On site
Motion]
Rmgauge
On -sde Auto
RG Dady
O.-W Auto
Ramgauge
Monthly
Windsor
Dody Rainfall
dd —yyyy
bb minas
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
22- Feb -2012
120000
091
377
1 11
278
407
155
135
A 34
753
22- Feb -2012
190000
1 24
330
079
255
361
1 17
099
-686
990
23- Feb -2012
0 00 00
1 57
275
036
206
3 19
073
052
833
11 19
005
23- Feb -2012
6 00 00
1 78
247
022
165
292
066
037
774
1065
23- Feb -2012
12 00 00
1 00
339
1 13
268
3 81
158
125
-743
-1024
23- Feb -2012
18 00 00
-1 69
248
035
194
301
074
050
764
-1036
24- Feb -2012
0 00 00
-1 34
273
072
—U72
2 13
328
092
093
804
1073
026
24-Feb 2012
6 00 00
-1 22
--F82
206
322
101
092
852
1120
24- Feb -2012
12 00 00
131
275
059
187
3 13
101
085
892
1132
24- Feb -2012
180000
1 63
236
045
1 69
266
059
055
985
1240
25- Feb -2012
0 00 00
1 03
396
055
279
423
150
087
581
894
25- Feb -2012
6 00 00
334
123
161
103
225
057
053
337
-641
25 -Feb 2012
12 00 00
1 98
259
-0 19
199
3 55
068
067
270
-5 67
25 -Feb 2012
18 00 00
241
187
-049
133
295
0 14
032
1 72
459
7Feb 2012
0 00 00
430
-016
228
-081
097
1 73
—166
150
.137
26-Feb 2012
6 00 00
-451
-053
261
126
039
-225
196
277
017
26 Feb 2012
12 00 00
-246
161
-043
067
225
.019
0 16
353
096
26-Feb -2012
18 00 00
235
162
-021
073
2 17
019
025
300
042
27 Feb -2012
0 00 00
-452
-064
235
166
-031
275
202
292
059
006
27 Feb 2012
6 00 00
446
-025
224
1 72
-0 52
277
208
295
042
27- Feb -2012
120000
235
191
-011
066
1 43
671
004
198
-037
27- Feb -2012
I B 00 00
196
224
022
087
1 43
053
031
1 19
137
28 -Feb -2012
00000
190
228
0 19
091
1 41
033
026
079
1 66
28- Feb -2012
6 00 00
-2 18
187
-0 19
060
0 88
075
0 TS
142
100
28- Feb -2012
12 00 00
154
260
048
1 12
140
0 12
058
197
037
28- Feb -2012
190000
-238
175
-035
048
045
100
-021
145
-088
29 Feb 2012
0 00 00
-401
0 17
1 77
1 16
-1 36
—267
1 84
092
137
000
29 Feb 2012
6 00 00
-299
105
-0 75
-020
-047
189
081
-082
3 04
29 Feb 2012
12 00 00
-1 60
2 55
075
106
0 79
041
0 61
3 16
-5 45
29 Feb -2012
18 00 00
1 40
2 71
0 79
1 30
1 01
0 13
0 82
4 88
7 15
I -Mar -2012
0 00 00
128
265
0 75
122
0 91
0 15
0 75
-6 07
828
I -Mar -2012
6 00 00
1 12
266
0 83
139
0 93
0 29
0 86
-6 86
8 99
I -Mar -2012
12 00 00
138
2 52
042
1 14
067
020
0 76
7 09
9 19
1 -Mar -2012
18 00 00
133
242
060
139
0 63
0 19
0 83
736
9 58
2 Mar -2012
00000
228
152
-019
036
-034
089
009
522
741
2 -Mar -2012
6 00 00
221
168
0 18
024
-045
1 12
020
-4 25
-629
2 Mar -2012
12 00 00
1 81
2 19
027
070
0 04
0 61
039
-4 50
-654
2 Mar -2012
18 00 00
191
2 15
0 19
0 56
-oil
072
032
-632
840
3 Mar -2012
0 00 00
1 75
235
0 53
075
008
0 75
047
-7 60
9 70
1 14
3 Mar -2012
6 00 00
091
3 75
1 85
144
226
141
1 27
-698
991
3 Mar 2012
12 00 00
1 84
1292
191
938
12 59
293
3 6l
5 21
820
3 -9ar 2012
18 00 00
-035
774
1 14
625
1 9 76
2 25
267
524
-791
4-Mar 2012
0 00 00
-076
5 57
093
4 54
5 73
1 83
201
542
8 11
084
4-Mar 2012
6 00 00
026
731
1 72
462
569
249
2 05
542
825
4 -Mar -2012
12 00 00
3 56
1401
1 18
1020
13 41
2 15
2 73
457
737
4 -Mar 2012
180000
-074
8 84
0 63
686
1070
1 65
2 85
408
-6 79
5 -Mar -2012
0 00 00
293
4 13
134
2 85
4 59
-047
0 26
1 34
403
5 -Mar -2012
6 00 00
2 75
3 19
105
254
3 20
-034
005
1 18
3 79
5 -Mar 2012
12 00 00
156
3 89
007
342
3 99
0 84
1 12
2 34
496
5- Mar -2012
180000
1 80
3 12
-0 14
295
3 59
0 51
062
161
-0 96
6- Mar -2012
0 00 00
3 13
1 64
140
144
1 2 13
088
0 74
421
167
6 Mar 2012
6 00 00
3 94
051
-2 12
0 51
1 09
1 80
158
594
345
1 10
000
6-Mar 2012
12 00 00
1 86
246
-0 01
231
290
010
029
287
433
6 Mar 2012
18 00 00
2 54
141
-0 73
132
202
079
045
181
3 29
7 -Mar 2012
0 00 00
-3 12
077
137
040
1 24
1 57
1 15
262
4 08
7 -Mar 2012
6 00 00
-322
060
147
0 13
105
167
1 19
193
3 59
7 -Mar 2012
120000
054
3 09
1 23
2 77
3 67
1 09
1 57
172
333
7 -Mar -2012
180000
050
307
1 27
2 56
3 58
0 99
152
-006
1 58
8 -Mar 2012
00000
139
2 19
045
1 57
242
005
0 51
-0 59
1 16
&Mar 2012
6 00 00
1 79
195
0 09
108
188
0 53
0 17
-134
045
8 -Mar -2012
12 00 00
0 76
301
1 11
202
2 93
057
1 23
2 71
100
8 -Mar -2012
18 00 00
090
2 75
1 01
1 89
2 72
0 48
1 18
-0 56
2 79
9 Mar 2012
0 00 00
0 76
287
107
1 76
2 54
036
1 11
-5 22
342
010
9 Mar 2012
6 00 00
0 71
356
124
138
248
0 27
1 13
.6 19
-4 45
9 Mar 2012
12 00 00
048
3 84
137
188
293
1 20
136
433
-2 83
9 Mar 2012
18 00 00
0 73
3 72
0 84
200
339
1 26
1 24
415
-2 55
10 Mar 2012
0 00 00
2 51
179
-086
022
1 78
057
050
2 95
1 29
10 Mar 2012
6 00 00
-2 53
180
-0 83
1 00
1 54
-0 83
051
146
0 25
10 Mar -2012
12 00 00
-1 13
3 21
049
244
289
0 48
083
-026
1 50
10 Mar -2012
I8 00 00
122
3 05
048
234
2 60
029
T 5 73
-0 43
141

Date
Time
Water Le
el mrhes
0 a
Maaoal
R.. g-
Ov- to Auto
RG Dady
On-site Auto
Rmugaoge
Monthly
Wmdsor
DmIy Rainfall
dd —yyyy
hh mmss
FLOAWI
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGl
CG2
11 Mar -2012
0 00 00
301
1 27
1 19
044
057
1 72
107
014
200
11 M. 2012
6 00 00
-349
068
1 70
-027
-027
256
171
023
195
11 Mar -2012
12 00 00
-074
351
1 13
2 53
245
0 17
118
040
2 12
11 Mar -2012
190000
046
361
1 30
286
245
037
155
124
062
12 Mar -2012
0 00 00
294
1 22
-097
027
-0 17
226
094
155
042
12 Mar -2012
60000
2 95
1 10
-089
009
A 56
251
1 11
191
005
12 Mar -2012
12 00 00
086
335
1 15
222
1 55
U 41
1 12
257
-058
12 Mar -2012
190000
066
330
1 23
241
151
0 34
136
420
225
13 Mar -2012
0 00 00
101
301
1 15
206
094
0 85
0 88
420
225
008
13 Mar -2012
6 UU U0
U 96
3 17
136
195
093
U 73
U 88
424
233
13 Mar 2012
120000
072
335
1 17
2 12
1 UI
0 28
107
473
287
13 Mar -2012
190000
139
269
042
159
0 14
0 73
068
-6 10
412
14 Mar -2012
00000
U 79
325
i 14
2 11
75 7
0 IS
1 IU
570
366
14 Mm -2012
6 00 00
078
323
1 12
1 74
055
0 21
104
582
379
14 Mar -2012
12 00 00
160
261
022
100
-0 23
0 91
040
5 16
3 12
14 Mu-2012
18 00 00
138
269
009
139
-0 17
091
074
546
346
15 Mar -2012
0 00 00
109
3 12
094
1 71
-002
077
087
493
292
15 Mar -2012
60000
1 49
258
063
1 24
-044
144
556
492
279
15 Mar -2012
12 00 00
199
235
007
097
-063
179
031
497
280
15 Mar -2012
180000
149
294
-043
194
T27
1 20
094
-607
396
16 Mar -2012
0 00 00
1 82
247
041
142
-044
1 77
050
553
346
002
16 Mar -2012
6 00 00
162
264
079
1 20
-031
184
067
566
354
16 Mar -2012
12 00 00
263
192
-0 2I
043
-092
246
001
-628
417
16 Mar -2012
18 00 00
304
159
182
045
1 25
300
Oil
720
521
17 Mar 2012
0 00 00
-2 09
236
-087
121
.031
222
062
595
405
034
17 Mar -2012
6 00 00
1 55
279
093
148
045
1 73
094
541
359
17 Mar -2012
12 00 00
.208
242
042
1 14
002
2 17
053
470
276
17 Mar 2012
18 00 00
300
1 77
-090
094
.082
2 74
0 16
5 18
3 17
18 Mar-2012
0 00 00
222
258
-045
1 53
001
228
071
416
209
18 Mu-2012
6 00 00
199
261
043
1 56
027
235
064
442
238
18 Mar 2012
12 00 00
-2 17
246
041
1 50
022
261
051
420
226
18 Mar -2U 12
IS 00 00
-300
1 79
1 Ill
I OS
.045
3 21
010
548
339
19 Mar -2012
0 00 00
-245
229
-095
1 44
.007
2 87
044
565
354
19 Mar 2012
6 00 00
-246
229
-065
1 34
009
3 12
034
5 74
363
19 Mm -2012
12 00 00
324
192
150
1 12
-027
343
0 13
5 78
376
19 Mar 2012
18 00 00
-328
200
181
144
-0 50
3-35
041
-671
472
20 Mar -2012
0 00 00
-367
151
236
086
-092
-4 17
-035
-631
421
20 Mar -2012
60000
299
2 18
161
147
-001
364
033
-617
-409
20 Mar -2012
12 00 00
-404
1 29
282
080
-086
433
-020
5 77
-3 71
20 Mar -2012
18 00 00
450
079
347
057
157
-483
-0 62
-643
455
21 Mm -2012
00000
-3 46
192
242
148
-038
401
032
564
359
21 Mar 2012
6 00 00
-330
199
240
147
1 -025
414
027
541
339
21 Mar 2012
12 00 00
343
185
270
134
-039
435
Oil
492
280
21 Mar 2012
18 00 00
466
085
383
067
141
5 16
-062
550
3 51
22 Mar -2012
0 00 00
-341
199
281
147
-037
437
021
5 14
3 17
22 Mar 2012
6 00 00
-3 38
193
282
158
-0 13
448
023
522
322
22 Mar 2012
12 00 00
456
109
386
094
-093
521
046
562
3 81
22 Mar -2012
18 00 00
-5 16
068
456
086
148
5 45
-058
-695
509
23 Mar -2012
50000
A l9
1 75
383
154
.041
-4 81
002
708
509
23 Mar -2012
6 00 00
-398
1 79
3 68
160
-0 27
490
002
748
5 59
23 Mar -2012
12 00 00
-5 58
050
5 28
1 061
1 27
5 82
083
805
6 13
23 Mar 2012
18 00 00
-662
-006
-641
044
2 14
621
095
960
768
24 Mar 2012
0 00 00
-523
1 08
5 33
1 21
1 18
5 55
-029
-937
7 55
085
24 Mar 2012
6 00 00
482
145
5 21
139
.082
-5 47
022
991
805
24 Mu-2012
12 00 00
460
132
530
1 16
-1 01
557
-0 49
10 13
822
24 Mar -2012
180000
1 70
281
1 59
163
041
-2 19
032
941
826
25 Mar -2012
0 00 00
010
492
1 67
321
3 74
2 U4
235
852
768
042
25 Mar -2012
6 00 00
00i
455
1 49
391
5 45
267
249
-977
-897
25 Mu-2012
12 00 00
035
396
1 01
332
496
2 19
2 17
990
897
25 Mar -2012
18 00 00
023
399
1 14
333
5 02
2 18
233
1025
9 18
26 Mar 2012
0 00 00
260
840
3 52
502
803
474
388
790
721
039
26 Mar 2012
6 (TO —0-0
5 20
15 18
237
12 12
1593
339
389
798
-676
26-Mur 2012
12 00 00
032
870
139
764
1145
246
433
-722
-627
26 Mw -2012
18 00 00
-0 19
578
1 26
5 48
740
222
309
-6 78
-5 73
27 Mar -2012
0 00 00
254
759
407
758
854
481
526
-394
271
27 Mar -2012
6 00 00
-0 48
426
099
426
5 06
1 74
209
-216
-101
27 Mar -2012
12 00 00
043
407
103
405
479
1 70
206
-1 64
-034
27 Mar 2012
18 00 00
038
391
124
393
472
1 63
224
247
-1 18
28 M. 2012
U OU UO
1 44
2 69
0 33
2 67
3 46
0 42
1 15
2 72
-1 18
28 Mar -2012
6 UU 00
1 43
2 69
0 28
2 49
3 14
023
104
-4 20
-2 59

r
Date
Tinte
Water Level
tachra
On ette
Manual
Rain o
On- to Auto
RG Dad
O..w Ant.
Raingauge
Monthly
Windsor
Duly Rainfall
dd -.—
hh inin ss
FLO AWl
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAW!
FLO RAW2
FLO RAW3
CGl
CG2
28 Mar 2012
12 00 00
0 74
3 42
096
3 28
381
107
193
-664
505
28 Mu 2012
180000
1 21
289
061
285
327
060
155
924
775
29 Mu 2012
0 00 00
0 90
3 15
1 27
291
334
075
176
955
805
29 Mar 2012
6 00 00
-0 83
3 19
131
283
333
075
183
960
797
29 Mar 2012
12 00 00
2 OB
206
.013
1 98
229
-022
099
924
768
29 Mar 2012
180000
2 14
203
1 40
2 16
2 18
-028
1 39
893
726
30 Mar -2012
0 00 00
-184 1
251
-020 1
184
208
0 30
148
733
.563
30 Mar-2012
60000
188
255
035
1 84
183
0 73
125
-671
5 05
30 -Mu -2012
12 00 00
251
2 3I
.023
1 74
1 43
-1 19
100
706
539
30 -Mar -2012
180000
262
235
1 49
200
139
1 26
1 31
839
-667
31 -Mar 2012
00000
239
260
-146
1 84
136
1 42
1 17
972
792
000
048
31 Mar 2012
6 00 00
209
271
-107
1 83
141
1 60
1 15
-10 30
-843
31 Mar 2012
12 00 00
222
254
048
151
1 03
199
098
-1105
927
31 Mar 2012
180000
-2 16
236
055
152
087
1 99
071
-1194
1009
1 Apr 2012
0 00 00
0H I
4 01
1 65
248
265
0 41
161
892
735
004
1 -A r 2012
6 00 00
014
1 401
1 27
3 15
261
091
1 182
860
706
I -Apr 2012
12 00 00
-041
3 85
089
3 12
237
084
158
-8 69
713
1 -A r -2012
18 00 00
065
3 55
055
302
2 13
061
1 53
1020
864
2-Apr-2012
0 00 00
042
386
1 15
306
238
063
1 64
1206
-1043
2-Apr-2012
6 00 00
059
361
1 05
2 88
229
030
1 40
1250
-1084
2-Apr 2012
12 00 00
101
3 17
029
253
205
-011
109
.971
809
2 -A r-2012
18 00 00
1 39
3 03
1 37
272
1 72
-0 58
1 05
-926
763
3-Apr 2012
0 00 00
205
2 29
228
165
094
4 68
0 17
-820
.647
3-Apr 2012
6 00 00
251
1 77
2 82
1 18
068
-264
046
7 67
5 80
3 Apr 2012
12 00 00
191
273
-247
2 18
2 13
193
058
-803
6 13
3 Apr 2012
180000
2 18
257
-309
252
227
-219
0 83
79-85
792
4 Apr 2012
0 00 00
158
306
-2 81
268
297
209
106
10 15
8 26
082
4 Apr 2012
6 00 00
191
258
-3 26
219
267
281
047
1130
9 22
4 Apr 2012
120000
332
141
-473
129
197
367
031
1268
1072
4 Apr 2012
180000
134
289
1 94
2 52
297
127
089
1255
1126
5Ar 2012
0 00 00
1 73
276
192
208
286
186
047
1265
1068
5 Apr 2012
6 00 00
196
252
229
200
1 281
211
043
4162
955
5Ar 2012
120000
252
233
3 20
190
274
245
025
.1020
8 14
5 r 2012
18 00 00
354
168
4 85
1 60
227
3 13
023
-1104
880
6 -A r -2012
0 00 00
288
229
456
1 95
255
304
016
-1060
8 47
00i
6 -A r -2012
6 00 00
271
2 36
435
181
256
3 10
008
1068
856
6 -A r -2012
12 00 00
3 12
2 21
504
178
242
-346
0 I S
-958
747
6 -A r 2012
11100 00
-425
159
-654
1 60
1 99
417
0 37
949
743
7 -A r -2012
00000
5 81
0 18
830
010
020
-622
2 17
-847
-622
7 A r -2012
6 00 00
-590
030
849
-006
014
670
225
.725
-489
7 A r -2012
12 00 00
5 111
129
8 11
128
159
544
101
.720
480
7 Apr-2012
18 00 00
571
139
908
180
1 78
547
075
-875
-622
8 Apr-2012
00000
730
1 -005
1098
003
002
.747
257
-605
8 Apr 2012
6 00 00
736
-0 10
1145
-033
001
793
287
-659
8 Apr 2012
12 00 00
694
063
1137
1 02
131
679
164
789
8 Apr 2012
18 00 00
8 11
0 18
1326
109
088
741
190
10235
984
9 Apr 2012
0 00 00
775
054
1340
105
082
767
-2 14
.976
9 Apr 2012
60000
824
-019
1460
015
015
882
-308
838
9 Apr 2012
120000
-9 08
-0 69
15 78
0 52
0 57
8 65
-2 78
1009
9 A r 2012
18 00 00
9 97
-0 73
17 25
0 41
9 06
2 90
12 37
10-Apr-20J2
00000
-9 30
0 03
17 46
0 56
9 22
3 05
15-25
10-Apr-2012
6 00 00
-947
-036
1925
009
-1023
394
-1376
1143
10- r -2012
12 00 00
1056
124
1932
-010
-1037
412
-1528
1338
10-Apr-2012
11100 00
1170
1 81
2070
M�O344
-065
-11 21
491
-1776
1642
11 r -2012
0 00 00
1072
-0 99
2071
-026
1134
-493
-17 00
1591
11 r -2012
6 00 00
1074
107
2141
-064
12 12
567
1572
1497
11- r -2012
12 00 00
12 13
244
22 55
-027
103
1279
626
-1621
1633
11- r 2012
18 00 00
1283
3 10
2370
149
13 63
1 693
1621
-1709
12 r -2012
0 00 00
-1339
348
2553
166
-272
15 16
875
1589
1697
12-Atrr 2012
6 00 00
-1300
349
1912
198
-301
1576
939
1554
1687
12- r 2012
12 00 00
-1309
324
-2533
095
199
1465
849
1603
1788
12- r 2012
18 00 00
1368
-3 59
26 30
-080
.239
-15 18
897
1750
1984
13 r -2012
0 00 00
1438
-432
28 38
232
-397
1709
1 117
17 18
1937
13- r -2012
6 00 00
1404
417
2901
279
424
-17 55
It 78
1723
1942
13- r -2012
12 00 00
1427
431
2841
-206
3 51
1673
1 123
-1746
1992
13- r -2012
18 00 00
1534
-497
29 45
-216
-0 17
1764
-1213
-1898
2166
14- r -2012
0 00 00
I S UB
-0 89
30 71
2 60
-0 78
I S 46
-1343
-1853
21 24
14- r -2012
60000
14 68
4 65
31 35
-2 96
-5 13
18 95
-14 11
-18 22
2087
14 r -2012
12 00 00
1549
5 17
3086
-285
470
1840
13 63
19 50
2237
14- r -2012
1 18 00 00
1670
609
1 -31 77
1 299
1 -5 48
1 1931
I4 57
-21 98
1 -2507

Date
Time
Water Level
inches
On -site
Manual
Rarrigauge
On site Auto
RG Dud
On -site Auto
Raingauge
Monthly
Windsor
Daily Rainfall
dd -moult
hh mm ss
FLO AW I
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGl
CG2
15 Apr 2012
00000
-1547
-087
3199
234
500
-1881
1481
2212
2500
15 r -2012
6 00 00
-1443344
411
3200
2 10
476
-1843
15 It
2225
2500
15 r -2012
120000
-1747
703
3343
428
659
2032
-1654
2309
2604
15 r -2012
180000
-1866
809
3438
453
727
2148
-1765
2500
2820
16 r -2012
00000
-1711
649
3440
339
677
2067
-1779
2495
2791
16- r -2012
6 00 00
-1544
-5 26
3404
276
598
1980
1750
2500
2775
16 r -2012
12 00 00
-1901
-869
3589
552
8 11
2227
-1943
2574
2887
16 r -2012
11100 00
40 41
976
36 69
575
9 19
2346
-2075
2836
31 66
17 r -2012
0 00 00
-1976
783
3606
437
8 32
2237
-2049
28 49
31 62
17 r -2012
6 00 00
1730
-679
35 78
378
771
21 65
-2043
2831
31 32
17 r -2012
12 00 00
2033
1000
3669
-666
9 97
2400
-22 11
2875
3187---
l 86
17 r -2012
18 00 00
--2171
1093
3643
6 75
1 1 03
25 26
-2320
3020
3220
18 Apr-2012
00000
-19 68
-840
3524
468
965
2373
-2239
3038
31 83
001
18 Apr-2012
6 00 00
1884
-769
3537
468
968
-2363
2283
3037
31 62
18 r -2012
12 00 00
-2064
-975
-1002
3596
.678
11 03
-2508
2391
31 04
3187
18 r -2012
180000
-21 53
35 55
-641
11 47
2536
2427
3268
3275
19 r -2012
0 00 00
1992
-675
35 17
197
950
23 16
2427
3295
3275
006
012
6 00 00
11 87
-1 54
35 11
1 70
6 43
1 176
-21 71
32 68
32 92
012
12 00 00
10 90
-1 75
35 46
2 72
6 67
11 76
20 77
31 26
32 58
012
18 00 00
11 04
1 93
35 53
3 11
7 01
12 27
20 27
30 95
33 37
012
ft
0 00 00
10 68
-1 68
-34 83
2 98
6 89
-12 43
-19 91
30 41
33 33
012
6 00 00
10 55
-1 53
-34 19
299
6 BO
13 OS
19 85
3U 32
-33 66
012
12 00 00
1235
333
-35 O4
444
8 12
1445
2075
3073
-33 78
20 r -2012
18 00 00
1482
5 17
-3602
488
958
1672
22 19
3356
3541
21 r -2012
0 00 00
1344
3 70
-3552
402
896
1656
-2216
33 70
-35 25
21 r -2012
6 00 00
1292
327
-3571
399
891
174-5
2234
-3442
-3591
21 AD,2012
12 00 00
1505
362
3630
-617
10 25
18 15
2336
3530
-3649
21 r -2012
18 00 00
1787
771
3623
.690
11 81
21 12
2468
3791
3779
22 r -2012
0 00 00
1650
583
3575
-546
1143
2083
2475
-3804
3754
097
22 r -2012
6 00 00
452
2 12
3563
.036
3 13
-328
1937
34 06
.3837
22 r -2012
12 00 00
1 15
361
2523
033
1 00
042
4 49
-21 05
-2597
22 r -2012
180000
022
469
-0 11
235
297
1 76
230
-1728
-1655
23 Apr-2012
0 00 00
043
403
-036
2 17
251
159
-2 92
1723
1668
005
23 r -2012
6 00 00
042
3 72
107
207
247
1 26
3 14
1723
-1668
23 -2012
120000
062
348
1 39
192
2 11
077
-367
1753
-1726
23 r -2012
18 00 00
091
3 14
-236
159
135
U 19
-0 91
17 2J
.1663
24 r -2012
0 00 00
1 18
295
263
1 14
089
041
-565
-17 15
-1609
24 Apr-2012
6 00 00
140
271
3 19
086
031
-1 01
-633
1733
-1605
24 r -2012
12 00 00
1 74
255
399
108
A 13
1 25
7 10
-1889
-1847
24 r -2012
18 00 00
2 15
233
499
103
-092
-1 84
-848
-2070
2058
25 Ap,2012
0 00 00
278
1 85
5 79
045
166
.283
9 59
19 91
-1980
23 r -2012
6 00 00
374
1 14
-677
-0 18
239
-394
1065
-1938
-1967
25 Apr-2012
12 00 00
367
122
761
001
242
-393
1130
-2080
42 00
25 Apr 2012
1 18 00 00
-460
077
960
-022
3 53
457
1281
-2293
2454
26- r -2012
0 00 00
396
1 46
926
025
265
438
1267
-2284
24 17
066
26 r -2012
6 00 00
0 19
399
084
1 52
3 04
055
161
-1020
959
26 r -2012
12 00 00
1 19
2 82
-039
108
1 65
020
-526
-1326
12 51
26-Apr-2012
11100 00
098
306
-0 17
144
1 16
039
-346
-13 75
1305
27 r -2012
0 00 00
082
3 11
-027
141
1 12
056
-347
1344
1259
27 r -2012
6 00 00
086
297
-080
133
063
030
1 -386
-1255
1168
27 r -2012
12 00 00
1 81
2 17
233
1 051
-068
047
-596
1249
1230
27 r -2012
18 00 00
232
1 87
3 14
oil
1 81
1 02
754
1499
1480
28-Apr-2012
0 00 00
1 57
247
272
091
136
087
-7 48
-1374
1338
28 r -2012
6 00 00
168
248
301
072
1 31
1 23
-8 00
1356
1338
28 r -2012
12 00 00
239
221
399
021
203
192
-9 15
1458
1530
28 r -2012
18 00 00
270
2 10
464
0 19
238
222
999
1639
1759
29 A r-2012
0 00 00
250
229
462
054
2 13
234
10 15
1675
18 17
29 Ap,2012
6 00 00
252
229
497
096
226
267
1035
1626
1780
29 r -2012
12 00 00
328
153
-620
064
290
329
1136
16 84
18 79
29 Apr-2012
18 00 00
4 19
108
792
057
3 83
-4 02
1269
19 28
-21 55
30. r -2012
0 00 00
3 55
1 79
779
121
3 17
3 85
1252
-1848
2055
000
30 r -2012
6 00 00
349
1 77
821
136
3 15
-409
12 69
-18 18
2029
30-Apr-2012
12 00 00
5 75
-0 19
11 76
002
500
5 82
1479
-1978
2221
2012
11100 00
-6 76
-059
1435
0 15
6 07
695
1639
23 00
-2525
May 2012
0 00 00
-6 10
035
1393
058
520
641
1621
-23 15
2525
0 13
2012
60000
593
038
1413
060
526
672
1635
2332
2525
2012
12 00 00
764
084
1676
0 01
6 65
8 09
1771
24 83
2700
2012
18 00 00
-888
161
1993
0 12
8 00
983
1977
2749
2967
2012
0 00 00
-0 54
1 20
14 46
1 03
5 63
6 24
1773
26 38
27 17
2012
6 00 00
3 96
1 25
14 47
1 21
5 43
G 59
-17 37
25 93
26 63
•

0
Date
T,me
Water Level
achm
O"Ite
Manual
Rau as
On-site Auto
RG DMy
On-sde Auto
Raogauge
Mouthly
Wmdaor
Dad Rau(aU
dd numen-yyyy
hh mm as
FLO AWl
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
2 May 2012
120000
582
-036
-1841
031
747
882
2014
2735
2892
2 May 2012
18 00 00
719
-1 25
2181
030
916
1143
2216
30 18
3221
3 May-2012
0 00 00
610
-023
2097
091
841
1103
2210
3026
3221
3 May 2012
6 00 00
-5 47
044
2058
133
-785
1108
2193
-3022
3221
3 Ma -2012
12 00 00
-7 13
-063
2255
070
-905
1293
2308
3043
3209
3 May 2012
180000
-916
196
2497
037
1073
1579
2458
-3259
3280
4 Me 2012
0 00 00
.766
.021
24 09
128
-964
1509
2404
-3467
3439
012
4 Me 2012
60000
-736
013
2429
110
950
1503
-2439
-3445
-34 17
4 -Ma 2012
12 00 00
10 19
2 17
27 I S
008
11 78
1806
2605
-3282
-3169
4 -Ma 2012
18 00 00
1142
2 79
2889
030
-13 11
2099
27 15
3340
-3102
5 Me 2012
0 00 00
869
-061
2857
094
11 97
-1827
-2734
-3472
-3154
006
5 Me 2012
6 00 00
798
009
2757
129
1130
-17 19
2726
-3523
3192
5 -Me 2012
12 00 00
-1067
1 75
3007
022
1331
-2053
2865
-33 16
2937
5 Me 2012
180000
-1170
2 17
31 47
033
1436
22 65
2960
3174
28 11
6 May 2012
00000
9 88
0 77
3107
102
1346
2131
2939
3006
2644
001
6 May 2012
6 00 00
916
002
3098
116
13 10
2098
2968
28 58
2495
6 My
120000
934
-027
3152
103
1341
2158
3013
2878
25 19
6-May 2012
18 00 00
I 1 51
-177
3293
072
1443
2335
3089
2926
2584
7-May 2012
0 00 00
-997
-076
3266
147
13 75
2278
3065
3137
2795
7-May 2012
6 00 00
932
.036
32 53
i58
13 53
2255
3085
3337
2982
7-May 2012
12 00 00
1248
3 13
3500
038
15 50
2495
3238
3257
2914
7-M.5 2012
180000
13 88
-448
35 90
062
1634
2652
3295
33 17
2970
8-M.y 2012
0 00 00
1249
336
3543
105
-1580
2599
3321
-3532
3191
8 May 2012
6 00 00
11 77
291
35 33
100
-15 63
2553
3364
-3649
3292
8 -Ma 2012
1200 00
15 16
-622
3641
-039
-1750
2772
35 11
-3432
3090
8 -Ma 2012
1800 00
16 63
719
1607
130
-1149
2911
3173
-3390
3046
9 Me 2012
0 00 00
-1490
-629
3576
006
-I S 28
2862
3583
-35 88
3238
213
9 Me -2012
6 00 00
-1382
555
3558
016
-1786
-2795
3573
-3629
3287
9 Me 2012
12 00 00
-1675
8 19
3638
112
-19 35
-2945
3652
3464
3114
9 Me -2012
18 00 00
-1080
2 77
3571
078
1636
-27 31
-3601
3422
-3076
10 Me -2012
0 00 00
001
473
007
454
1 45
132
1204
1928
1807
10 Me -2012
6 00 00
001
420
-027
372
1 13
126
12 64
2100
1625
10 Me 2012
12 00 00
-1 04
283
-264
222
-034
018
1546
1847
1492
10 Me 2012
18 00 00
l 24
266
-339
261
1 73
-096
1843
2000
1565
11 May-2012
0 00 00
096
269
-349
223
151
-132
1966
2087
1702
11 May-2012
6 00 00
110
222
-392
187
153
-190
2057
2306
2263
11 Ma 2012
12 00 00
226
074
-6 55
086
3 28
3 64
2269
2540
2274
11 Me 2012
180000
-3 01
-001
-8 58
054
-4 85
-521
24 75
2628
2269
12 May 2012
00000
-298
026
-9 11
067
-424
-5 91
2587
2629
2236
12 May 2012
6 00 00
2 72
055
960
109
-401
6 11
2637
2671
2293
12 Ma 2012
12 00 00
-4 15
1 06
1309
051
-5 65
798
2777
2642
2266
12 Mav -2012
18 00 00
-462
1 81
1524
069
-647
916
-2890
-2574
2195
13-May-2012
0 00 00
3 86
-067
1470
152
-521
892
-2906
2575
2201
13 -Ma 2012
6 00 00
3 95
037
1529
138
4 96
984
-2966
-2674
2287
13 -Ma -2012
12 00 00
6 10
2 85
1910
037
709
1273
-3127
-2638
2274
13 May 2012
18 00 00
692
3 53
2089
061
799
15 19
3229
-2622
-2242
14-Me 2012
0 00 00
661
246
2087
085
740
15 65
-3296
-2605
2230
002
14 Me 2012
6 00 00
617
167
2071
106
-692
15 70
33 29
2671
2297
14 Me 2012
12 00 00
755
3 04
2243
030
799
1699
3437
2650
2291
14 Me 2012
190000
842
400
-2376
045
893
1887
3500
2623
2248
15 Me 2012
0 00 00
757
277
-2364
082
833
1960
3520
2640
2259
001
15 Ma 2012
6 00 00
731
245
2389
076
-827
1963
35 63
-2678
23 17
IS Ma 2012
120000
-916
-0BS
-2592
-0U6
961
2039
3651
2647
2273
IS Ma 2012
18 0000
870
-029
2643
037
1000
21 OS
3615
2626
2245
16 Ma 2012
0 00 00
809
3 51
2636
062
-959
2094
3596
-2645
2256
006
16 -Ma 2012
6 00 00
792
3 01
2675
048
-957
2088
3607
.2704
2329
l6 Ma 2012
12 00 00
866
3 75
2803
.018
10 27
1991
3675
-2642
2269
16 -Ma 2012
18 00 00
1018
526
2925
014
11 30
2291
3619
-2632
2254
17 -Ma 2012
00000
9 38
408
2927
025
11 11
22 77
-3608
-2624
2243
17 -Ma 2012
6 00 00
881
331
2937
038
10 82
2254
-3593
2674
-2292
17 Ma -2012
12 00 00
-1075
498
3090
.036
11 98
24 19
3643
2629
-2244
17-May-2012
180000
11 11
2 71
31 82
046
1241
2561
-35 93
2597
-22 13
18 Me 2012
0 00 00
1020
1 75
-3173
106
12 11
-2521
3567
-2608
2220
18 May-2012
6 00 00
9 67
157
32 05
127
12 17
25 41
3571
2653
2277
18 May 2012
12 00 00
1249
463
-3397
030
13 76
2725
3631
2579
2197
18 May 2012
190000
1358
5 61
3487
085
1426
2854
3551
-2568
21 84
19 May 2012
0 00 00
1288
-492
-3529
105
1442
2883
3538
-2660
2275
19 May 2012
6 00 00
1298
-539
3631
010
1533
2965
3634
2662
2283
1 Ma 2012
12 00 00
1525
805
3644
.046
16 30
3060
3629
-2606
2229
H9
19 Ma 2012
18 00 00
1 1688
929
3590
1 -030
1 1729
.3163
-35 83
-26 00
2224

Date
Time
Water Level
inches
Oo-site
Manual
Rain gauge
Onsitc Auto
RG Dady
On -site Auto
Rmognage
Monthly
Windsor
Daily Rmnfa0
dd —yyyy
hh n mss
FLO AWl
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGl
CG2
20 May 2012
0 00 00
1555
797
-35 76
-008
1745
3168
3575
2574
-2195
0 12
20 Ma -2012
6 00 00
1444
707
-35 58
0 14
1730
31 02
-3554
2650
-2268
20-May-2012
12 00 00
1644
883
3629
-095
1837
3241
3623
2617
2235
20 Ma -2012
180000
1397
-624
3596
-0 11
1689
2905
3593
2608
-2220
21 May 2012
0 00 00
1260
528
-35 78
0 12
1623
2753
-3574
2605
-2235
001
21 May 2012
6 00 00
1198
489
35 81
-006
16 12
27 13
-3589
2665
2280
21 May 2012
1 12 00 00
1260
550
36 13
-083
1663
2763
3639
2670
-22 85
21-May-2012
180000
15 78
8 31
3609
1 12
18 17
2983
3646
2609
2229
22 May-2012
0 00 00
1421
630
35 57
041
18 13
2981
3591
26 06
2224
087
22 May 2012
6 00 00
1356
561
3554
051
1792
2964
3586
2695
-23 11
22 May 2012
12 0000
1692
9 19
3645
2 09
1949
31 43
3677
2630
2251
22 May 2012
11100 00
-476
104
3573
052
-F54
12 14
1404
-3611
26 15
2232
23 May 2012
0 00 00
-505
1 25
3554
11 61
13 86
-3590
2636
2254
043
23 May 2012
6 00 00
499
090
3571
081
11 69
1403
-3607
2676
2303
23 May 2012
12 00 00
644
-030
3620
034
12 55
15 84
3652
2702
2,308
23 May-2012
18 00 00
853
195
3642
003
14 18
1921
3673
2628
-2237
24 -Ma 2012
0 00 00
265
1 51
3572
121
11 25
1437
3599
26 27
2227
030
24-May 2012
6 00 00
220
2 18
3527
121
907
756
3597
27 11
23 16
24-May 2012
12 00 00
391
067
3503
050
1047
10 13
3679
2696
2321
24-May 2012
180000
5 17
.027
35 21
040
1191
13 83
3675
2621
2226
25 May 2012
0 00 00
433
053
3377
133
1069
14 16
3580
2634
2245
001
25 May 2012
6 00 00
461
0 13
3368
105
1021
-15 23
35 95
2708
23 15
25 May 2012
12 00 00
-664
.204
3576
003
12 15
-1870
3673
2674
2296
25 May 2012
18 00 00
820
295
3623
008
1340
2205
3650
26 14
2232
26 May 2012
0 00 00
-738
-1 69
3561
070
1253
2194
3590
2627
2247
26 May 2012
6 00 00
-750
-1 56
35 70
0 39
1249
2237
3599
2705
2320
26 May 2012
12 00 00
-968
423
3638
.042
14 21
2464
3665
2689
23 10
26 May 2012
18 0000
11 68
6 17
3637
-068
1603
2761
3664
2639
2266
27 May 2012
0 00 00
1033
455
35 87
-0 14
15 57
2758
3619
-2621
2237
27 May 2012
6 00 00
973
400
35 77
002
1540
2741
3607
2706
2323
27 May 2012
12 00 00
-12 40
7 14
3648
-125
16 89
2920
3673
2680
2283
27 May 2012
180000
1394
846
3636
126
1828
-31 39
3656
2633
2238
28 May 2012
0 00 00
1236
-642
3571
.066
17 96
-31 12
36 11
2636
2268
28 May 2012
6 00 00
11 81
5 80
36 1 I
-086
1781
3075
3625
2705
2328
28 May 2012
120000
1481
937
3661
231
1931
3247
3685
2689
2308
28 May 2012
190000
-1703
10 90
3649
266
2103
34 18
3685
-2632
2255
29 May 2012
0 00 00
15 12
865
35 91
1 72
2072
-33 82
36 15
-2654
2278
009
29 May 2012
6 00 00
-1448
793
3602
-190
2091
33 70
3634
-2688
23 19
29 May 2012
12 00 00
1751
1102
-3649
3 52
21 94
3489
3674
-2675
-2303
29 May 2012
I8 00 00
-271
239
109
-0 1O
11 33
-1541
3657
-T6-38
2257
30 May 2012
0 00 00
-234
2 16
299
153
1 109
1487
3608
7 19
-2256
147
30-May 2012
6 00 00
031
342
1 09
205
-027
161
3619
-1873
2267
30 May 2012
12 00 00
050
601
1 75
481
4 89
246
3466
1 85
249
30 May 2012
190000
138
1026
162
7 18
11 02
281
237
106
3 12
31 Ma 2012
0 00 00
-002
557
1 27
5 14
899
239
190
2 16
270
31 May 2012
6 00 00
-019
4 17
1 12
414
5 66
209
160
121
053
31 May 2012
12 20000
-133
249
.075
262
406
093
047
-048
1 79
31 May 2012
190000
-172
206
1 16
1 84
3 33
0 13
021
.040
1 78
I- Jun -2012
0 00 00
-1 03
261
075
225
3 75
Oil
031
-084
245
I -Jun -2012
6 00 00
-101
243
0 88
205
3 44
070
005
368
-627
I -Jun -2012
12 00 00
-2 29
109
1 16
1 11
2 15
2 17
1 05
-634
975
1 -Jun -2012
18 00 00
-245
073
236
103
1 61
134
-641
1007
2 -Jun -2012
0 00 00
-211
093
1 31
1 11
1 28
1 25
509
9 19
2 -Jun -2012
6 00 00
-1 68
1 39
0 36
144
1 39
104
8 69
13 44
2 Jun 2012
12 00 00
-2 72
0 08
1 73
1 00
0 20
1 91
-12 70
I8 07
2 -Jun 2012
18 00 00
-3 35
-053
3 43
0 97
-1 15
E33
2 69
-13 18
22 13
3 -Jun 2012
0 00 00
-2 71
0 32
2 83
1 40
-075
2 59
13 57
22 15
3 Jun 2012
6 00 00
2 88
0 38
3 29
1 08
-081
3 03
16 10
22 79
3 -Jun -2012
12 00 00
-0 27
1 07
5 79
009
-2 36
-4 87
1944
22 75
3 -Jun -2012
I9 00 00
-4 86
1 59
7 14
0 00
-3 79
7 18
2024
2208
4 -Jun 2012
0 00 00
-306
023
.643
069
-251
903
766
2069
-22 17
4 -Jun -2012
6 00 00
-198
029
.671
074
-227
965
833
2224
2295
4 Jun 2012
12 00 00
-340
160
967
-0 17
-0 16
12 10
1093
25 18
2284
4 -Jun 2012
18 00 00
454
281
1287
-046
-5 83
1569
1426
-2615
2230
5 Jun 2012
0 00 00
-360
1 18
1279
020
-469
1648
-1490
-26 16
2233
046
5 Jun 2012
6 00 00
-3 19
-076
13 16
039
-0 11
1697
1543
-2671
-2280
5 -Jun 2012
12 00 00
497
258
1656
054
-593
1956
1739
2393
2245
5 Jun -2012
18 00 00
084
236
i 0 OS
122
1 34
-4 47
556
-23 84
2226
6 Jun 2012
0 00 00
0 77
2 51
-0 08
184
0 82
-0 65
6 75
-24 06
22 I8
6 Jun 2012
6 00 00
088
235
-007
1 75
0 52
-0 95
7 58
-25 24
22 63

0
Dare
Tame
Water Level
bocW
O"ite
Manual
Ramignotte
On sate Auto
RG Dmly
On,ute Auto
Rmngauge
Monthly
Wandaor
Daily Rmnfall
dd-ananan- Yyyy
bb ss
FLOAWI
FLOAW2
FLO AW3
FLOAW4
FLO AWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGl
CG2
6 Jun 2012
12 00 00
178
125
-174
104
052
643
989
-2642
-2255
64un 2012
180000
223
043
279
096
166
786
-1264
-2591
-2199
7 -Jun 2012
00000
1 51
146
241
142
-081
771
-1307
-2609
2221
7 -Jun -2012
6 00 00
-166
125
281
118
-091
844
1381
-2674
2296
7 -Jun -2012
l2 00 00
307
-057
493
014
-272
1121
1591
-2670
2293
7 Jun -2012
180000
403
1 33
-600
-002
404
14 13
1827
2599
2207
8 Jun -2012
0 00 00
-3 19
-003
535
069
286
1450
1838
-2597
2202
8 Jun -2012
6 00 00
-3 14
033
563
062
-2 44
1499
1875
26 81
2296
8 Jun -2012
12 00 00
550
192
900
-077
475
1842
2080
2686
2296
8 Jun -2012
18 00 00
706
334
1195
-099
-641-
-2208
2291
72599
2227
9 Jun 2012
0 00 00
631
203
1188
-024
501
2194
23 14
2621
2225
9 Jun 2012
6 00 GO
632
1 51
1263
-027
459
22 12
2383
27 12
-23 25
9 Jun 2012
12 00 00
890
-444
1728
207
727
2478
2569
2680
2293
9 Jun 2012
18 00 00
-1067
599
-2030
-227
856
-2775
-2725
2632
-2243
10 Jun 2012
00000
9 60
436
-1999
-140
759
2749
-2786
2620
-2225
10 Jun -2012
6 00 00
906
354
1997 1
-102
.698
-2703
2860
27 12
-2320
10-Jun -2012
12 00 00
-11 76
-670
23 19
-320
941
-2951
30 50
2702
2314
10 -Jun -2012
18 00 00
8 14
2568
-358
-1097
3191
3227
-2644
2263
11 -Jun 2012
0 00 00
-673
2540
-2 24
-1007
31 31
3321
2638
2250
11 Jun 2012
60000
-607
2549
207
969
3081
3424
2722
2328
11 -Jun -2012
12 00 00
820
2742
-390
-11 29
3238
3590
-2695
22 98
I 1 -Jun -2012
180000
M3526
9 16
2889
3 86
-1234
3357
3653
-2665
2275
12 -Jun 2012
0 00 00
792
2987
298
-11 99
3325
3622
2668
2273
049
12 -1m 2012
6 OU 00
-7 U3
28 94
-2 64
11 74
3277
3633
2675
2293
12 Jun 2012
12 00 00
-549
2897
-206
1141
3165
3640
2671
2291
12 -Jun 2012
180000
-0 06
2333
-089
-656
2404
3635
2652
2266
13 Jun -2012
0 00 00
529
054
2070
-098
--:6-67
2101
36 11
2656
2274
13 -Jun -2012
6 00 00
566
027
-1993
-0 92
704
2105
-36 23
2688
2297
13 -Jun -2012
12 00 00
695
-043
-21 14
-144
807
-2239
3655
2672
2281
13 -Jun -2012
180000
876
141
23 55
-I 62
9 94
-25 61
-3635
2660
2280
14 -Jun -2012
0 00 00
859
1 13
2394
-126
1024
-2676
-3622
2641
2256
14-Jun -2012
6 00 00
836
.082
24 13
-108
1007
-27 13
-3607
2672
2278
14 -Jun -2012
12 00 00
940
-1 71
2561
-177
1099
-2831
-3632
2677
2287
14 -Jun -2012
I9 00 00
10 98
3 30
-27 69
-2 15
1255
-30 45
36 43
2650
2269
15 -Jun -2012
0 00 00
1052
288
-2809
-I 6l
1263
-31 05
-3602
2651
-2265
15 -Jun -2012
60000
10 15
275
2940
-158
1277
-31 14
3608
2682
2293
15 -Jun -2012
12 00 00
12 14
520
3045
-2 84
-13 78
3252
3631
-2674
2287
15 -Jun 2012
18 0000
1438
724
32 15
344
45 33
-3436
3631
2666
2277
16 -Jun 2012
0 00 00
1382
-637
3242
269
-1 S 52
35 13
3620
2656
2267
16-Jun 2012
70000
13
19
-5 89
3263
252
-15 56
-3503
36 19
2684
2296
16 -Jun 2012
120000
1546
865
3438
-419
-16 66
35 77
3639
2650
2269
16 -Jun 2012
180000
-l6 78
967
3549
425
1783
3649
3608
2610
2230
17 Juu -2012
0 00 00
-1559
-8 19
3539
73 06
17 79
3591
-3569
2634
2253
17 Jun 2012
60000
-15 22
7 81
36 01
-3 24
I8 OS
36 17
3604
2675
2286
17 Jun 2012
12 00 00
47 30
1009
-3647
-489
1887
-3641
-3628
2632
2249
17 Jun -2012
18 00 00
-1823
1079
-3603
471
1979
-3605
-3592
2627
2247
18 Jun -2012
00000
1735
964
-3603
400
2001
-3599
.3593
2621
2245
18 -Jun -2012
6 00 00
-1693
887
-35 75
-378
20 17
-3601
-35 89
2659
2285
18 Jun -2012
12 00 00
-18 95
-1137
-3608
-564
21 07
-3633
3628
2651
2291
18 -Jun -2012
180000
20 18
12 13
-3605
-5 72
-2227
-3630
-3621
2620
-2243
19 -Jun -2012
00000
19 31
-10 51
3560
452
2228
-35 87
35 83
2604
-2239
007
19 -Jun 2012
60000
18 59
960
-3554
-396
-2235
-3580
35 83
2671
-2304
19 -Jun 2012
12 00 00
1735
909
3630
492
22 10
-3652
3639
2680
43 13
19 -Jun 2012
180000
2057
12 15
3630
-648
23 90
3658
3652
2611
2249
20 -Jun 2012
00000
19 49
1045
35 75
502
2354
3593
T6-0 T
2604
2245
20 -Jun 2012
60000
1870
-960
-3567
471
2342
3591
3577
2704
2328
207un -2012
12 00 00
-2136
1301
3662
-766
2498
3681
3671
2689
23 19
20 Jun -2012
180000
2279
1455
3939
-806
2590
3654
3657
2633
2272
21 Jun -2012
0 00 00
22 15
1275
-3596
-6 40
25 82
-36 18
-3609
2621
2263
21 Jun -2012
6 00 00
-21 55
11 85
-3584
-599
25 75
3603
-T5-9-7
2699
2328
21 Jun -2012
12 00 00
-2360
15 10
3650
-892
2690
-3675
-3657
2677
-2299
21 Jun -2012
180000
2479
1654
-3632
-947
2775
.3658
-3652
2624
-2253
22 Jun -2012
0 00 00
-2431
1489
.3589
760
2763
-3606
-3605
2628
-2254
067
22 Jun 2012
6 00 00
2394
1416
-3601
720
2770
-36 16
-3607
2696
2326
22 -Jun 2012
120000
25 69
17 38
36 71
-10 41
-28 85
-36 ----8-3--T-
3
3679
2657
.2290
224un 2012
180000
2644
1847
3635
1055
2955
3655
3651
2626
-2254
23 -Jun 2012
0 00 00
22 80
11 45
3599
-0 97
-28 04
36 19
36 10
26 OB
22 43
23 -Jun 2012
60000
20 60
10 79
35 B I
564
27 23
35 95
35 96
-26 81
23 19
23 Jun 2012
12 0000
2138
1275
3648
7 77
28 19
36 66
3675
2657
22 85
23 Jun 2012
I S 00 00
22 42
14 11
36 21
8 33
28 70
36 41
3646
1 -2611
1 2237

Date
Time
Water Les
el inches
O"Ite
Manual
Rain gauge
Ou-stte Auto
RG Dady
Ou -site Auto
Rmngauge
Mouthly
Windsor
Daily Rainfall
dd rannuo-yyyy
hh mm.sa
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGl
CG2
24 -Jun 2012
0 00 00
-2203
1335
3565
7 43
2860
3591
3590
2591
2223
24 -Jun -2012
6 00 00
-21 77
1306
3554
728
2841
35 79
3562
2666
2305
244un 2012
120000
-2382
1602
3642
1004
2975
3657
3658
2696
2321
24 -Jun 2012
I B 00 UO
-26 41
19 02
36 59
I 1 55
30 85
3673
3674
26 12
2237
25 -Jun 2012
0 00 00
-2594
1732
3576
964
3047
.3588
3592
26 15
2238
121
25 -Jun 2012
6000 0
-25 81
16 81
35 77
934
30 47
33 83
3590
2677
23 14
25 -Jun 2012
12 00 00
-2704
1919
3644
-1203
3131
3669
1 3668
-2666
2298
25 -Jun 2012
180000
-27 80
2057
3626
1336
31 85
3647
3656
2604
-2243
26 Jun 2012
00000
7 21
1 68
243
046
1937
2662
3590
2582
22 13
26 -Jun 2012
6 00 00
700
141
284
1 74
1931
-2745
3568
-2623
2269
264un 2012
12 00 00
856
-051
5 79
068
2031
-29 43
36 O8
2622
2261
26- Jun -2012
18 00 00
998
1 84
755
002
2061
-31 29
3595
2581
2207
27 -Jun -2012
0 00 00
962
1 73
785
0 14
1924
3225
3567
-2592
2219
27- Jun -2012
6 00 OU
9 72
-226
899
.011
17 63
-33 12
3574
2666
2284
27 Jun -2012
12 00 00
-11 84
-5 17
1394
147
1774
-3489
3635
2670
2298
27 Jun -2012
18 00 00
-1393
726
1763
-063
18 59
-36 23
3645
2564
2191
28 Jun 2012
0 00 00
-1270
-5 68
1759
014
1639
-3546
3543
2563
2193
28 -Jun 2012
6 00 00
-1278
570
1865
-004
15 57
-3547
3539
2669
2295
28 Jun 2012
12 00 00
1562
-8 98
2,322
-202
167
-3654
3634
2651
2286
28- Jun -2012
18 00 00
-1792
1042
2375
246
18 11
-3633
3608
2603
2238
29 Jun 2012
0 00 00
-1765
9 16
26 12
-158
1772
3597
3581
2592
2229
29 -Jun -2012
6 00 00
-1763
856
2651
159
17 25
35 87
3567
26 88
23 10
29 -Jun 2012
12 00 00
-20 26
11 88
3009
-381
_T9_23
3669
3640
26 86
2298
29 -Jun 2012
180000
-2244
13 73
3247
455
21 07
3685
3637
2659
2267
30- Jun -2012
0 00 00
2257
1275
3293
-378
21 21
3639
3619
2597
2209
30 -Jun 2012
60000
22 18
-1129
3266
--737
20 98
-35 85
3553
2672
2291
30 -Jun 2012
12 00 00
24 12
-1467
3564
4 58
2295
3666
3638
2671
2289
30 -Jun -2012
180000
2630
-1689
3651
-639
24 85
3667
3631
26 33
2256
1 Jul -2012
0 00 00
-2654
1503
36 13
-5 07
25 13
3631
3399
2630
2233
005
1 Jul 2012
60000
26 48
1396
3597
453
25 12
3621
3580
2680
2293
1 Jul -2012
12 00 00
2806
1697
3659
-704
2639
3676
1 3644
26 14
2226
1 Jul -2012
18 00 00
-28 18
1774
3593
-640
2725
-3601
3581
2596
2212
2 Jul -2012
00000
-28 16
1625
3566
5 50
2736
3581
3559
26 16
-2230
2 Jul -2012
6 00 00
2848
-1579
35 88
542
27 88
3616
3577
2677
-2283
2 Jul 72012
12 00 00
-2954
19 I B
36 44
803
2908
3665
3625
2660
2277
2 Jul -2012
18 00 00
3009
.2068
3636
-888
3035
3654
3607
2609
-2224
3 Jul -2012
0 00 00
-2986
.1894
3588
-686
3046
3594
3559
26 10
-22 14
3 Jul -2012
6 00 00
2976
-1785
3589
.642
30 57
-3609
3566
2672
-2277
3 Jul -2012
12 00 00
30 29
-2097
-3648
974
31 79
3661
3635
2664
-2257
3 -Jul -2012
18 00 00
-3023
-2220
3635
40 50
3233
3652
3621
2650
-2249
4 Jul -2012
0 00 00
-2992
-2080
-36 14
864
3206
3627
3599
2629
2242
4 Jul 2012
1 6 00 00
2980
-1972
36 13
8 U I
3195
3623
3589
2666
-2277
4 -Jul -2012
12 00 00
3000
-22 17
3637
-1090
3233
3657
3622
2662
.2274
4 Jul -2012
180000
2996
.2326
3623
-12 OS
32 18
3637
3FO —7
26 05
2226
S -Ju1 -2012
0 00 OO
2939
-2202
35 75
-1006
31 81
3599
3560
26 15
-2225
5 Jul -2012
6 00 00
2945
-2121
3599
-966
31 81
3605
3571
2695
-2296
5 Jul -2012
120000
30 18
-2391
3656
-1328
32 51
3676
3641
2654
-2272
5 Ju1-2012
18 00 00
2987
-24 43
-3624
-1454
3235
3651
3608
2632
2232
6-Jul -2012
0 00 00
-2969
-2337
36 11
43 23
3196
-3619
35 90
2623
-2239
004
6 Jul 2012
6 00 00
2954
-2292
3591
-1276
3190
36 16
3577
2686
-2291
6 Jul -2012
12 00 00
-3025
-2507
3663
-1557
32 57
3678
3637
2666
-2281
6 Jul -2012
18 00 00
-3000
-2590
3644
47 24
3237
3660
3626
26 1 8
-22 35
7 Jul -2012
0 00 00
-2948
-2452
-3588
46 18
31 75
3601
3575
26 24
2237
7 -Jul -2012
6 00 00
2950
-24 11
3597
-15 86
31 89
36 12
-3591
2687
-2296
7 Jul -2012
12 00 00
30 10
-2635
3660
.1845
3244
3670
36 49
26 64
-2279
7 Jul -2012
18 00 00
2993
-2694
-3642
.2000
3231
3649
3632
2644
-2254
8 Jul -2012
00000
29 77
-25 89
3626
-1948
32 13
3637
3599
2640
-2250
U 01
8 Jul 2012
6 00 00
-29 72
.2543
3621
-1928
3203
3637
3603
2681
-22 96
8 Jul -2012
12 00 00
-3000
-2742
3657
-20 91
3244
3670
3632
2677
-22 81
8 Jul 2012
1 190000
-2989
2797
3641
-2240
32 37
.3667
3629
2627
-2238
9 Jul -2012
0 00 00
-2958
-2712
3605
-22 16
31 90
3621
3586
2634
-2254
085
9 Jul -2012
6 00 00
-2963
1698
3599
-620
2729
3619
3590
2694
-2303
9 Jul 2012
120000
-3023
18 19
3654
870
28 81
3667
3643
2675
-2284
9 Ju1-2012
180000
-2995
1888
3643
996
1 3008
3652
3632
2638
-2255
10 Jul 2012
0 00 00
-2958
17 52
3606
792
30 73
3621
3591
2651
-2255
1 76
10 -Jul 2012
6 00 00
-2966
1683
36 19
878
31 33
3637
35 96
2668
2294
10 -Jul 2012
12 00 00
-2995
1726
3641
-10 11
3207
3652
36 23
26 40
2250
10 -Jul -2012
Ill 00 00
911
496
24 TI—
-1 12
17 25
36 16
—3358
2644
-2250
11 -Jul 2012
0 00 00
-5 12
529
-6 81
079
19 89
1 -3624
1 -3599
1 2644
.2257
1
014
11 -Jul 2012
1 6 00 00
-550
595
721
006
21 20
1 36 27
1 3585
1 2654
1 2260
•

0
Date
T,me
Water Level
loehes
Oo-bne
Manual
libungauge
Ouvte Auto
RG Daily
Oo s.te Auto
Rmngeoge
M..thly
Windsor
Dwly Rmufall
dd--yyyy
hh numb
FLO AWI
FLO AW2
FLO AW3
PLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
1 l Jul -2012
12 00 00
610
-645
8 35
-032
2206
3622
-35 89
2650
22 53
11 Jul 2012
18 00 00
720
-670
905
-080
2135
3627
-3595
2626
2232
12 Jul -2012
0 00 00
790
-672
966
-081
1825
-3601
-3578
2630
2233
001
12 Jul 2012
6 00 00
872
700
1041
-070
1598
3607
-3575
2680
2284
12 Jul 2012
12 00 00
1074
904
1503
146
1595
3654
3639
2647
2256
12 Jul 2012
190000
1189
931
1637
118
15 25
3630
-3593
2633
2233
13 Jul 2012
0 00 00
1223
-8 75
1693
105
1445
36 12
3575
2622
2231
004
13 Jul -2012
6 00 00
2 77
868
1776
102
1394
3605
3573
2662
2267
13 Jul -2012
12 00 00
4 66
1007
2126
180
1443
3646
-3605
2642
2257
13 Jul -2012
180000
42
-3 36
10 58
004
8 32
36 24
3604
26 26
22 32
14 Jul -2012
0 00 00
51
-2 70
1 73
0 27
8 73
36 16
35 83
26 l8
22 37
2 11
14 Jul -2012
6 00 00
28
ro
-3 23
2 59
U 43
8 66
36 12
35 75
-26 52
22 68
14 -Jul -2012
12 0000
78
-4 85
-0 67
-016
8 87
36 55
36 15
-26 51
22 66
14 Jul -2012
l8 00 00
0 75
-5 46
-0 82
0 00
8 87
36 45
36 l3
-26 32
22 45
15 -Jul 2012
0 00 00
76
5 08
-481
008
809
36 19
3583
-2633
-2250
15 Jul -2012
6 00 00
11 15
5 09
5 27
000
781
3621
3591
-2677
-2290
15 Jul 2012
12 00 00
-1345
753
89i
-072
932
3664
3627
-2669
-2285
15 Jul 2012
18 00 00
-1645
942
11 06
-090
10 83
3651
3621
2627
2248
16 Jul 2012
0 00 00
—TOO
-1637
8 45
1086
-054
1019
3622
3593
2640
.2253
16 Jul 2012
00
16 66
805
-1130
-062
962
3627
-3590
2682
-2295
16 Jul -2012
120000
1840
-1048
1604
161
1106
-3654
3626
26 84
-22 99
16-Jul -2012
18 00 00
2023
1206
1994
210
1259
3663
-3634
2644
.2253
17 Jul 2012
0 00 00
2023
1099
2006
146
1195
-3629
3597
2640
2249
17 Jul -2012
"0 00
2035
-1045
2052
146
1153
3622
-3593
26%
-2307
17 -Jul -2012
120000
21 83
-1277
-2442
292
1309
3670
-3637
2677
-2281
17 -Jul -2012
18 00 00
2272
1407
2707
3 16
1466
3649
-3620
2653
-2254
18 lul -2012
0 00 00
2302
13 24
2759
256
1467
3630
3602
2636
2251
18 -Jul -2012
6 00 00
23 15
1279
2796
221
1438
36 19
3591
2690
2298
19 Jul -2012
12 00 00
2431
1536
3055
.402
45 92
3679
3643
2666
2279
18 Jul 2012
190000
25 13
1681
3285
423
17 12
36 58
3617
2659
2265
19 Jul 2012
00000
2537
1637
3336
345
1721
3641
3597
2641
2248
19 Jul 2012
6 00 00
-2543
1590
3339
308
1721
3633
3591
2689
2292
19 Jul 2012
12 00 00
2642
1824
3561
5 13
1864
3667
3635
-2688
2291
19 Jul 2012
190000
-27 18
1969
3657
564
2035
3629
2639
2242
20 Jul 2012
0 00 00
-2713
-1835
36 14
440
2027
35 92
-26 34
-22 54
20 Jul 2012
6 00 00
-27 36
18 49
36 08
4 16
20 61
35 97
-26 71
22 87
20 Jul 2012
12 00 00
28 22
20 51
36 55
-5 94
21 63
36 29
-26 45
22 61
20-Jul 2012
I9 00 00
-28 56
21 28
36 19
-6 03
22 77
M36629
3599
-26 36
-22 53
21 Jul 2012
0 00 00
-28 72
-20 59
36 12
5 10
23 14
35 96
-26 22
-22 38
2 1
21 Jul 2012
6 00 00
-28 94
20 41
36 05
-4 59
23 32
35 81
26 76
22 84
2l Jul 2012
12 00 00
-29 68
-21 43
36 41
-5 98
24 04
36 26
-26 65
-22 63
21 Jul 2012
I8 00 00
12 73
1 192
36 03
-004
-6 11
3598
2642
-2254
22 -Jul -2012
0 00 00
019
633
047
525
507
1497
3593
2650
-2247
001
22 -Jul 2012
6 00 00
103
2 15
0 21
320
692
1729
35 87
2677
2284
22- Jul -2012
12 00 00
1 84
097
1 95
1 11
442
-2074
3620
2672
2278
22 -Jul 2012
180000
-2 02
023
279
042
3 58
23 70
36 13
2638
2248
23 -Jul 2012
0 00 00
-1 88
0 44
258
043
345
2545
-3580
2639
2247
004
23 -Jul 2012
6 00 00
208
019
-299
008
3 19
2669
3591
2682
2298
23 -Jul 2012
12 00 00
3 12
-1 47
-5 55
-069
230
2845
-3638
2641
2249
23 Jul 2012
18 00 00
324
-203
546
-028
197
2995
3589
2622
2239
24 Jul 2012
0 00 00
348
-207
-5 53
.039
1 69
3094
3593
2632
2243
074
24 -Jul 2012
6 00 00
3 70
-2 07
5 77
-047
133
3577
2682
-2302
24 -Jul 2012
12 00 00
552
496
956
159
001
3639
2635
2242
24 -Jul 2012
180000
494
459
995
-070
-009
3592
2629
2242
25 Jul 2012
0 00 00
571
-4 12
905
-082
-059
3591
2636
-2248
25 Jul 2012
6 00 00
625
438
986
.094
-0 94
M3526
35 81
26 78
-22 81
25 Jul 2012
12 00 00
8 22
744
14 46
-2 00
2 29
36 1 l
26 60
-22 69
25 -Jul 2012
I8 00 00
10 32
9 03
17 58
-2 30
3 56
36 03
26 39
-22 45
26 Jul -2012
0 00 00
10 62
8 53
17 41
1 88
3 57
35 89
26 40
22 43
26 -Jul -2012
6 00 00
1 104
8 21
17 39
1 73
3 49
-35 80
2682
2283
26 -Jul 2012
12 00 00
1327
1081
2096
329
501
3669
-3625
2662
2273
26 -Jul 2012
I8 00 00
16 l3
1239
2391
352
-675
3646
-3605
2657
2263
27 -Jul -2012
0 00 00
1658
1205
2445
2 80
-643
3636
-3604
2656
2268
105
27 -Jul 2012
6 00 00
16 81
11 83
2479
270
599
3637
3602
2688
2290
27 -Jul 2012
12 00 00
1876
14 17
2735
454
778
3675
3644
2646
2250
27 -Jul 2012
18 00 00
2029
1576
2987
465
956
3627
3599
2640
2251
28 Jul 2012
0 00 00
040
2 78
.093
0 60
2 39
2469
3599
2632
2238
004
28 Jul 2012
60000
0 82
==42
0 06
196
367
21 47
35 89
-26 68
2280
28 Jul 2012
12 00 UO
1 63
102
1 63
0 62
3 47
23 63
36 17
-26 66
2274
28 Ju1-2012
18 00 00
2 17
-0 28
3 48
-009
295
2657
36 16
1 -2624
-2235

Date
T,me
Water Levd
Inches
On-site
Moaael
Rmagauge
On site Auto
RC Daily
On -site Auto
Rmngaage
Mocillity
Windsor
Dmly Rainfall
dd -mmm-
hh —a
FLO AWI
FLO AW2
FLO AW3
FLO AW4
FLO AW5
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
29 Jul -2012
0 00 00
167
048
278
0 15
3 19
-2788
3572
2647
2250
01
29 Jul -2012
6 00 00
202
0 13
297
-029
2 73
-2883
3584
2674
2279
29 -Jul -2012
12 00 00
295
1 60
5 51
-105
1 72
3007
3609
2677
2274
29 Jul -2012
18 00 00
379
-3 19
-653
-142
0 71
-31 68
36 11
2621
2235
30 Jul -2012
00000
347
-2 52
596
-092
057
3225
3560
26 18
2230
30 Jul -2012
6 00 00
374
-2 71
-624
-100
0 19
3291
3563
2672
2280
30 Jul -2012
1120000
554
550
963
-243
1 39
-3429
36 17
2645
2254
30 Jul -2012
18 00 00
617
593
—T
1025
-209
-1 91
3495
3597
2622
2237
31 Jul -2012
0 00 00
634
F3
10 33
1 78
iO3
3539
3574
2636
2239
31 Jul -2012
6 00 00
679
539
1061
180
220
35 83
3569
2656
2267
31 Jul -2012
12 00 00
857
798
1400
-300
-3 29
-3648
36 17
2660
2269
31 -Jul -2012
18 00 00
-1052
949
1689
3 17
-448
-3639
3599
2620
2237
I -Au -2012
0 00 00
-1078
8 85
1686
-245
378
-36 10
3571
2632
2235
002
I-A.g 2012
6 00 00
966
756
1577
128
237
-3607
3572
2638
2244
I -Au -2012
12 00 00
968
-669
1445
191
-3 02
3622
3578
2646
2261
I -Au -2012
18 00 00
-1136
799
1668
-238
4 03
3630
3578
26 17
2235
2-Aug 2012
0 00 00
-11 56
779
1700
-208
-3 88
-36 11
3559
2620
2226
2-Aug-2012
6 00 00
-12 14
780
17 57
-204
-3 99
-3599
35 55
2687
2286
2-Aug-2012
12 00 00
1450
1081
2105
.380
5 49
-3672
3625
2636
2248
2-Aug-2012
is 00 00
1616
11 88
2258
-357
-649
3624
3577
2604
2223
3-Aug 2012
0 00 00
1643
-1144
2298
-286
-608
3395
35 51
2609
22 IS-
3-Aug 2012
6 00 00
1670
-11 11
2329
292
591
3597
3561
2680
2286
3-Aug 2012
12 00 00
1861
-1363
2595
-502
4 58
3659
3620
2640
2244
3 -Au -2012
1800.20
1975
1492
2744
479
890
36 I8
-3578
2616
2235
4-Aug-2012
0 00 00
20 14
1467
2799
-393
-851
3605
-3569
2624
2237
4-Aug-2012
6 00 00
2038
1458
2857
-390
-8 42
36 16
3568
2674
2292
4-Aug-2012
12 20000
21 76
1667
-3066
-621
1000
3663
.3628
2651
2267
4-Aug-2012
18 00 00
2262
-1786
-32 18
-629
11 23
3637
-3590
2630
2250
5-Aug 2012
0 00 00
2287
-1729
3236
-507
1121
3622
-3574
2635
2247
5 Aug-2012
6 00 00
2305
-1693
-3241
466
1096
36 17
-35 83
2684
2296
5-Aug 2012
12 00 00
24 18
1908
-3425
-7 17
1226
3666
3622
2645
-2255
5 Aug 2012
190000
24 76
-1989
35 28
-729
1334
3625
-3591
2639
2256
6 Au -2012
0 00 00
2509
-1937
-35 58
-610
1347
3631
-3587
2636
2253
008
6-Aug 2012
6 00 00
2527
1896
_Y95
3560
-582
13 25
3628
3580
2668
2287
6 Aup, 2012
12 00 00
26 14
-3636
.820
1443
3648
-3621
2641
-2257
6-A.g 2012
is 00 00
2192
1752
3606
-105
5 51
36 15
-3592
2634
2245
7-Aug-2012
0 00 00
1874
-1086
-3077
-1 83
537
36 10
3587
2639
2256
049
7 -Au 2012
6 00 00
l8 44
1066
2948
-221
-6 19
3605
3595
2656
2281
7 Aug 2012
12 00 00
18 85
-11 10
-2934
-298
-695
3625
3607
2635
2259
7 Au -2012
18 00 00
1769
-1026
2994
-1 17
5 75
36 16
3599
2641
2257
8 AuR 2012
1 0 00 00
1222
1 -459
2526
-148
405
3623
3599
2654
2262
8 Aug 2012
6 00 00
1239
455
2322
-172
477
36 15
3592
2657
-2267
8-Aug 2012
12 00 00
1300
508
.2270
-198
545
-3633
36 14
2654
2271
8 Aug 2012
18 00 00
1477
-689
23 84
-234
-692
3623
3599
2650
2256
9 Aug 2012
0 00 00
1498
-647
2406
-194
.695
36 18
3583
2626
2241
9 Aug 2012
6 00 00
1530
-647
-2435
-1 79
-699
3601
35 62
2663
-2275
9 Aug 2012
12 00 00
1723
899
2659
73 21
8 35
3645
-3609
2650
2260
9 Aug 2012
18 00 00
1890
-1055
-2851
-335
953
3628
3601
2636
2249
10 Aug 2012
0 00 00
19 10
-1027
-2897
-268
904
3621
.3586
2635
-2243
009
10 Aug 2012
6 00 00
1920
-1005
-2907
-257
836
3607
3580
2669
2273
10 Aug-2012
12 00 00
2040
41 95
3093
-420
979
3646
.3622
2641
2254
10 -Au -2012
190000
21 30
-1301
3230
-3 16
1041
36 19
.3586
2645
2250
11 -Aug 2012
0 00 00
1907
847
3141
-176
775
36 15
3587
2642
2250
1 04
11 Aug 2012
6 00 00
I S 05
775
3121
-204
773
3605
-35 83
2660
2265
11 -Au -2012
12 00 00
1840
861
31 95
-261
8 43
36 17
-3590
2648
2255
11 Aug-2012
18 00 00
1896
927
3242
-239
892
36 16
-3589
2638
2250
12 Aug 2012
0 00 00
036
320
1 27
336
242
1420
-35 79
2645
2244
009
12 Aug-2012
6 00 00
102
231
1 33
247
5 07
1681
-35 74
2642
2256
12 Au -2012
12 00 00
139
1 82
123
1 51
4 82
1 18 84
35 81
1 2651
2261
12 Aug-2012
18 00 00
184
1 14
093
074
433
21 11
-3591
2633
2236
13 Au -2012
0 00 00
094
277
199
1 17
5 17
-754
-3565
2632
2227
13 Au -2012
6 00 00
0 85
2 57
1 69
1 16
4 61
-7 71
-3569
2671
2274
13 Aug-2012
120000
1 56
141
054
038
397
-979
860
2665
2267
13 Au -2012
180000
1 84
077
088
010
345
1321
46 87
-2638
22 45
14 Aug-2012
0 00 00
1 73
1 13
154
008
3 51
1429
-2080
2623
2226
14 Aug-2012
6 00 00
1 79
109
1 47
002
331
15 35
-22 15
2674
22 83
14-Aug-2012
12 00 00
280
067
003
-093
238
1792
-24 08
-2648
22 57
14 Au 2012
110000
346
1 87
150
-105
1 66
21 70
-2573
.2621
-2241
15 Au -2012
0 00 00
3 40
141
1 08
0 74
1 46
2257
-2673
2621
2231
15 Aug-2012
6 00 00
3 49
136
1 27
-0 84
129
23 10
-2767
-2675
1 2279
•

Date
Tmrc
Water Levd
mchet
Oa31te
Mmud
R—eauge
On-sde Auto
RG Dmly
Oa-aite Auto
Rmugaage
Monthly
Wmdwr
Daily Rmatag
dd --
bb —w
FLOAWI
FLOAW2
FLO AW3
FLO AW4
FLO AWS
FLO AW6
FLO RAWI
FLO RAW2
FLO RAW3
CGI
CG2
15 Aug-2012
12 00 00
-505
352
-025
.203
001
2477
2930
-2646
-2263
15 Aug 2012
180000
601
477
193
-200
.094
26 53
-3040
2630
-2231
16 Aug 2012
0 00 00
-6 13
431
181
-166
.115
2751
-3131
2630
-2231
16 -Au 2012
6 00 00
-661
451
177
-1 65
55
2821
3237
2680
-2268
16-Aug 2012
12 00 00
836
731
3 83
-327
-274
2955
3406
2659
-2247
16-AuR 2012
180000
1063
943
4 59
333
401
31 05
35 14
2592
-2185
17-Aug 2012
00000
1076
822
392 1
216
-338
3142
3523
2590
-21 73
17 Aug 2012
6 00 00
1127
777
3 80
195
-310
-3151
35 11
2670
-2281
17 Aug 2012
12 00 00
13 78
1094
-635
418
499
33 13
3610
2653
-2259
17 Aug 2012
18 00 00
1621
1266
774
432
-638
3407
3587
2624
-2226
18 -Au 2012
0 00 00
46 44
1171
732
311
-566
3441
3559
2610
22 17
18 Aug 2012
6 00 00
-1654
11 I0
740
286
538
3468
3544
2666
2269
18 Aug-2012
120000
1800
12 95
935
458
-669
3590
3602
2658
2260
18 Aug 2012
18 00 00
-1951
1452
1170
488
781
3616
3589
2609
2205
19 Au -2012
0 00 00
-1946
1383
1163
370
730
3577
3550
-2605
22 17
090
19 Au -2012
6 00 00
1962
13 53
1191
-350
-697
3577
3545
2470
2239
19 Au -2012
120000
101
5 85
200
081
2 74
-5 32
2746
-2620
2225
19 -Au 2012
18 00 00
020
345
l 85
3 97
5 25
-151
079
-2605
2225
20 Au 2012
0 00 00
065
279
1 87
250
578
-2 14
079
-26 12
2225
003
20 -Au 2012
6 00 00
.092
248
1 74
153
5 18
-259
0 13
-2622
2232
20 -Au 2012
12 00 00
-082
264
1 92
1 04
482
-241
023
2629
2238
20 -Au 2012
180000
095
242
1 59
082
445
324
080
-26 04
2225
21 Au -2012
0 00 00
090
258
1 87
063
422
377
122
26 15
2220
21-Aug-2012
6 00 00
09i
252
1 85
055
1 3 85
-431
196
000
000
21 Aug-2012
12 00 00
136
185
1 26
009
3 13
-529
000
000
000
21 Aug-2012
18 00 00
167
139
1 27
-014
259
661
000
000
000
22 Aug-2012
0 00 00
138
168
1 86
016
-T5-4-
-688
000
000
1 23
22 Aug-2012
6 00 00
1 54
143
1 73
.002
2 27
751
000
000
22 Aug-2012
12 00 00
242
-009
040
-098
1 25
952
000
000
22 Au -2012
180000
233
009
1 32
000
000
000
000
000
23 Aug 2012
0 00 00
220
039
1 80
000
000
000
000
0 00
MOO
001
23 Aug 2012
6 00 00
-2 27
0 15
1 66
0 00
0 00
000
0 00
0 00
23 -Au 2012
12 00 00
23 2012
18 00 00
24 Aug 2012
0 00 00
019
24-Aug 2012
6 00 00
24 Aug 2012
12 00 00
24-Aug 2012
18 00 00
25 Aug 2012
0 00 00
047
25-Aug 2012
6 00 00
25 Au -2012
12 00 00
25 A -2012
180000
26-Aug-2012
0 00 00
028
26-Aug-2012
6 00 00
26-Aug-2012
12 00 00
26 Aug-2012
18 00 00
27 -2012
0 00 00
004
27-Aug 2012
6 00 00
27 Aug 2012
12 00 00
27 Au -2012
180000
28 Aug-2012
0 00 00
28 -Au 2012
6 00 00
28-Aug 2012
12 00 00
28 -Au 2012
18 00 00
0 00 00
6 00 00
�M20012
12 00 00
I8 00 00
30 Au -2072
0 00 00
30 Aug-2012
6 00 00
30-Au -2012
12 00 00
30-Aug-2012
190000
31 Aug-2012
0 00 00
31 Aug-2012
6 00 00
31 Aug 2012
12 0000
31 Aug 2012
18 00 00
I-Sep 2012
0 00 00
1
?20 012
6 00 00
1 S 12
12 00 00
1 Sep 2012
1 180000

0
EKG
09002
MFMTI „
0

0
MUZIN mil
�'•�
viii
���������������
EFEMMUM
MFEMME�
ME
0 In
FM
irl IT,
---------
-
-
-
-
--

APPENDIX D
2012 Site Photos

Appendix D
Site Progression Photos — Floogie Stream Photos
Pre - Construction Phase
Upstream culvert, Reach 1 at Brown School Road during pre - construction phase.
Reach land 2 looking downstream during pre - construction phase.
LA
0

0
Appendix D
Site Progression Photos — Floogie Stream Photos
Reach 3 looking upstream during pre - construction phase.
Reach 4 looking upstream during pre - construction phase.

Appendix D
Site Progression Photos — Floogie Stream Photos
Construction Phase
Reach 1 during construction phase.
Wetland Restoration Area during construction phase.
a
0

0
Appendix D
Site Progression Photos — Floogie Stream Photos
Reach 2 during construction phase.
Reach 3 during construction phase.
CL

Appendix D
Site Progression Photos — Floogie Stream Photos
Reach 4 — Log vane installation during construction phase.
Monitoring Phase
Upstream culvert, Reach 1 at Brown School Road during monitoring phase.
0
L

J
Appendix D
Site Progression Photos — Floogie Stream Photos
Reach 2 looking downstream during monitoring phase.
Reach 3 looking downstream during monitoring phase.

Appendix D
Site Progression Photos — Floogie Stream Photos
Reach 4 looking downstream during monitoring phase.
Wetland Restoration Area during monitoring phase.
0
9

J
Appendix D
2012 Site Photos — Floogie Stream Photos
SOA #1 - Station 1 +40, beaver dam in channel
SOA #2 - Station 3 +50, beaver dam in channel

Appendix D
2012 Site Photos — Floogie Stream Photos
SOA #3 - Station 9+60, beaver dam in channel
SOA 44 - Station 20 +00, beaver dam in channel
A
0

r]
L
Appendix D
2012 Site Photos — Floogie Stream Photos
SOA #5 - Station 23+00, beaver dam in channel
SOA #6 - Station 27 +50, beaver dam in channel
0

Appendix D
2012 Site Photos — Floogie Stream Photos
SOA #7 - Station 37 +00, beaver dam in channel
Station 0 +00, Culvert at upstream limit of channel
a
r-�
u

0
Appendix D
2012 Site Photos — Floogie Stream Photos
Station 7 +00, General channel conditions
Station 27 +50, channel at bankfull after rain event.
n
U

Appendix D
2012 Site Photos — Floogie Stream Photos
Station 37 +00, Adjacent flooded floodplain.
Station 75 +00, Rock vane performing at bankfull conditions
a

Lj
Appendix D
2012 Site Photos — Floogie Stream Photos
Station 80 +50, Looking upstream on Reach 4, general conditions
Station 104 +00, Downstream limit at confluence
r�
`.J

Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #1
Vegetation Plot #2
a
0

J
Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #3
Vegetation Plot #4
n
u

Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #5
Vegetation Plot #6
0

0
Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot 97
Vegetation Plot #8
r,
LJ

Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #9
Vegetation Plot #10
a
0

C-1
Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #11
Vegetation Plot #12

Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #13
Vegetation Plot 414
Cl
0

Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #15
Vegetation Plot #16
0

Appendix D
2012 Site Photos — Floogie Vegetation Plot Photos
Vegetation Plot #17
Vegetation Plot #18
a
0

0
APPENDIX E
2012 Soils Map
•

C�
G0
N
Na GoA GoA
Ly
Project Area
Gt
Gt
ExA Ra GoA
Na
ExA
G0
b 3
- E
E
Na
t
GoA
ExA A
Na
= _ _ - L E
E'
� GoA
Na
Ly
ExA
E t
�
Gt
ExA E
a
Ra
E
Na
ExA
ExA
SOIL SERIES LEGEND
Hydric Soils
Non - Hydric Soils
GoA Goldsboro sandy loam, 0 to 3% slopes Na
Nahunta very fine sandy loam
ExA Exum very fine sandy
loam, 0 to 2 % slopes Gt Grantham silt loam Ra
Rains sandy loam
Ly Lynchburg sandy loam WE
Wehadkee loam, frequently flooded
2010 Bing Aerial Photography
LEGEND
Soils Map
NCDOT Roads
Stream
0 250 500 1,000 1,500 2,000
Feet Floog ie Site
GoA Soil Series and Phase
1 inch = 1,038 feet
Project Area

APPENDIX F
Floogie Closeout Report
LA
•

Floogie Mitigation Project
DENR -EEP Contract No. D06011
Closeout Report
Proiect Setting and Classifications Overall Proiect Activities and Timeline
County
Bertie
General Location
Windsor, NC
Basin
Roanoke
Physiographic Region
Coastal Plain
Ecore ion
Coastal Flatwoods
USGS Hydro Unit
03010107- 160050
NCDW Sub -basin
1 03 -02 -10
Wetland Classification
Riparian
Thermal Regime
Warm
Trout Water
No
Proiect Performers
Source Agencv
NC EEP
Provider
EBX -Neuse 1, LLC
Designer
WK Dickson & Co., Inc.
Monitoring Firm
WK Dickson & Co., Inc.
Milestone
Month -Year
Construction Bean
October 2007
Construction Completed
February 2008
Planting Com leted
March 2008
Post Construction Monitoring Gauges Installed
March 2008
As -Built Report Submitted
Aril 2008
1 st Annual Monitoring Report
August 2008
2nd Annual Monitoring Report
September 2009
3rd Annual Monitoring Report
September 2010
4th Annual Monitoring Report
October 2011
5th Annual Monitoring Report
August 2012
0
0

0
Project Setting and Background Summary
This stream and wetland mitigation project was developed to provide stream and wetland mitigation units
for the NC EEP full delivery process Previous stream conditions demonstrated significant degradation
with a high degree of incision as a result of straightening and channelization performed to promote
agricultural activities Historically, a small Coastal Plain swamp existed within the floodplam of Flat
Swamp Creek Restoration of the stream included establishment of stable cross - sectional geometry,
restoration of planform sinuosity, and increased streambed diversity Wetland restoration included
plugging existing ditches, opening ditches outside the restoration area to promote infiltration, restoring
microtopography, planting wetlands species, and relocating an existing road outside of the easement
While the site has not required supplemental planting to meet vegetative success criteria, efforts have
been made to control beaver populations which have been flooding the site in years 4 and 5
Goals and Objectives
• Produce a mimmum of 11,149 stream mitigation units (SMU) and 25 19 riparian wetland
mitigation units (WMU) to the NCEEP
• Maximize the improvements of riparian and aquatic habitats and water quality through ecological
restoration
Success Criteria
Wetland Hydrology
Restoration of the water table to within 12 inches of the soil surface for at least 7% of the growing
season continuously (approximately 16 days)
During penods of low rainfall, the restoration gauge hydropenod must exceed that of the
reference gauges, provided the gauges exceed 5% of the growing season, to be deemed
successful
Stream and Wetland
Survival of at least 320 planted stems per acre after the year three monitoring period
Survival of at least 260 planted stems per acre after the year five monitoring period
Vegetation
A maximum of 20 percent of the site species composition may be compnsed of non - invasive
volunteers
A photo log will be maintained over the monitoring penod and must demonstrate maturation of
planted vegetation and volunteer h dro h tic species
Stream
Bankfull events a minimum of two bankfull events must be documented within the five -year
period
-monitoring
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
The longitudinal profiles should show that the bedfonn features are remaining stable Bedfonns
observed should be consistent with those observed in "E" and "C" type channels
will be used to evaluate stream characteristics
-Photographs
Sampling of benthic macroinvertebrates within the restored stream channel shall be conducted in
Year 1, Year 3, and Year 5 of post-restoration monitoring

Restoration
Mitigation
Watershed
As -Built Linear
Mitigation Ratio
Mitigation Units
Reach
A roach
Acreage
Foota e/ Acrea a
SMU/WMU
STREAM ,
RI
Stream
2800
1 1
2800
Restoration
R2
Stream
2500
1 1
2500
Restoration
R3
Stream
2400
1 1
2400
Restoration
R4
Stream
2771
1 1
2771
Restoration
IA
Headwater Valley
322
1 1
322
Restoration
1B
Headwater Valley
356
1 1
356
Restoration
WEI,TLAND I .I I rll
Area 1
Riparian Wetland
25 19
1 1
25 19
Restoration
" P��iiiw,n rnt "at.i 7a1�A- 0 0� v i I L II
,.Mite
Y��(01-0 4iW, 'J3{'�"T"UYC aW' A�jl'�
a ital�
Stream Mitigation Units
11,149
SMU
Wetland Mitigation Units
25 19
WMU
0

•
o
III
J -
N
IJQW
MO.
2010 NC OneMap Aerial Photography
,
Assets Map,
Reach 1 and Headwater Reaches
1 ihch =100 feet
Floogie Mitigation Site
o

a
r,
U

�J
Table 9. Stream Areas Reauirine Observation
ID
Station
Feature
Problem
Beaver dam partially blocking channel. Channel is stable.
1
1 +40
Bed
Beaver control is currently ongoing.*
Beaver dam partially blocking channel. Channel is stable.
2
3 +50
Bed
Beaver control is currently ongoing.*
Beaver dam partially blocking channel. Channel is stable.
3
9 +60
Bed
Beaver control is currently ongoing.*
Beaver dam partially blocking channel. Channel is stable.
4
20 +00
Bed
Beaver control is currently ongoing.*
Beaver dam partially blocking channel. Channel is stable.
5
23 +00
Bed
Beaver control is currently ongoing.*
Beaver dam partially blocking channel. Channel is stable.
6
27 +50
Bed
Beaver control is currently ongoing.*
Beaver dam partially blocking channel. Channel is stable.
7
37 +00
Bed
Beaver control is currently ongoing.*
*Beaver trapping is currently ongoing, beaver dam removal will take place following the removal of beavers.
0

0
E %A.
Proged Area
SOL SERIES LEGEND
Hydm Soils
Non-Hydm Soils GbA Gold huo sandy 1pm, Oto3%obpe. N. AWM wy fro senay bem
EIA Every 1x Bendy bam. 0 to 2 %sbrr1 01 G—V/ sY Wm R. R—,.*A m
Ly Ly-hbw antly Wm WE %Wn dkas A— 6.poer.ly Hooded
Im 2010 Bing Aerial Photography LEGEND
- Ncoor
10. 1.� 2.m Soils Map ,..„
F`" Floogie Site d°A '°"""""n°'
1 inch = 1,000 feet O
•
Gm
w o-
1i
i
Ripenen Welland
`-
ReWaalan Area
p„I,
., �
" —; j• I,
,� r:��", sueamReataatidn _ r
�, �, ExistinyVWUand Boundwy
. _ ,..I _ - _
✓ i
w:
1 nd J
as L, ..aana.a
USGS Quadrangle Map
LEGEND
"moT fti
Floogie Site
ft-
ny.d M..
0
60
1.000 7.000 4 .000
FM
NMYM RaWt/len
1 inch = 2,000 feet

a
Flocgie
Reach 1 -2 STA. 15+50 - STA 25+50
— A.43uY —Yeul - -Yu.2 —r-3 —T-4 —Y-5 ---W4a Smf.. • LT8 x RT6
47
45 + + IX + * + x BlMf67B15
lillij 11
V� +
141
37
1.530 1650 1750 1810 1950 M50 1130 1250 7110 1150 1550
Chund DiMnn (1)
46
44
41
a �
i 39
W 36
34
32
Floogie
Reach STA. 47 +50 -STA. 65+00
—A,-Bib —Yml —Y-1 —Yr7 —Yv4 —Y-5 — W.N5�6tt ♦ LTD x RTB
)•.�..j. .51.1 3 +•i �� ./ �, .. ).T ..r 'i�'. i- •;
�I
4750 4910 1150 5350 5150 SM 1950 6110 6350 6550
Chwd Dimmt (R)
Floogic
Reach 4 STA. 87 +50 - STA. 94 +50
—Y-1 --Yw2 —Y-3 —Y-4 —f-Y -5 --- Wdw&w4a + LTD x RTB
42
4D 4 X+
X
—3g 7X-
34
32
30
5750 8 0 9950 9050 9150 9210 MO
Cb*rAr Did (B)

a 0
:—X— —
or
(U) 111P11%
tt
BY
"M 19 Own oroo-a -Omm
Ilolkk— :-A— I A— I-OM— -le—UM4—
I Up �IJPIA%
.WIN iUWINti -Ojj,*-w
lm-k— P-A— f-A— Z-,%— I—,k— Willi —1711MYT-11—
(voillmil,
'it c 01
I"j •f Ven-s
I-A— t-A— foilk%— Volk%— I—A— ~V-
(UvqW-A%
.R a 0 1 s or 1K Ot
it
BI
MV UOIP4S"w.)'4I*OOH
it
it
zi
to
to
BI
fl
'WIN 1, .-Il —11)
Ilolkk— :-A— I A— I-OM— -le—UM4—
I Up �IJPIA%
.WIN iUWINti -Ojj,*-w
lm-k— P-A— f-A— Z-,%— I—,k— Willi —1711MYT-11—
(voillmil,
'it c 01
I"j •f Ven-s
I-A— t-A— foilk%— Volk%— I—A— ~V-
(UvqW-A%
.R a 0 1 s or 1K Ot
it
BI
MV UOIP4S"w.)'4I*OOH
it
it
zi
to
to
BI

F601*. Ciw, Salim 7. RM
as
44
Io
4. so Fig n
—AIIW* —Y-1
PU"k, Cro Stella - 9, RM
ab
42
41
to
wuhh'11,
—A..tk..k 4
lii
as
41
1. W 0 7u Si,
Iwalh lm
—Vm4
JI
F"k. cm. sftl6- 10. Pm
sy
--u-swu —V-1 —T..' —Y—j —Y-4 —V.—.,
1`11111100. Cmu &ad= IX Fed
45
43
I
41
40
33
0 lo 20 30 40 so 60 70 eu
Width (ft)
—V'—[ —Y-2 —Y-3 -4 —Y-S
a

FMgle, Crm demo. M Fad
u
r,i 40
I � I
— —
I
33
0 10 30 30 40 30 40 11
w�aa ce3
— .a.3YdI33aveld. —AaBWa —Yvl —Yell —Yt3 —Yvd —Yeu3
FN.ra Crap Seedw 15, R e
,1
c
31
'u 0 10 30 70 JO 30 00 '0
wleh (ft)
—Flood P—Me — BM%MArta —AdSee saae.Yt3 —7ea1 �Yml - -Yar, —Yev3
FI..W. Cnu S,,tl.e 14, RUM
e
W M
39 `
is
0 to IQ )0 iU m 60 '0
width tm
— FlldP=,A(e — BaAMElefaon —A*BWI —Yrl —Ym3 —Ye,3 -V®4 —Yw
Fl"& Mu Swibll 144 l..1
c 39 -
E x
w
35
H
0 l0 :0 .n ,0 n no 70
wldm cn>
— Aaae.Blkra0 —AMW[ —Y� l —YSa3 —TS3 —Yee, —Year3

a
Flwl e% CfMt SMIM 17, PM
it
61
io
m
17
16
3S
:I
0 t0 20 70 A :0 60
W ldlh (ft)
—61"M 13—ft � Ar l YMI 3 �4r1 �YCrl
11
FboYJs', C.7ass SrrlloA 79, Pool
Ploa*q Crm fwGm H. REW
!0
2011
2012
U 10 :U 30 60
Width(ft)
70 00
—FlootPU M —Ba lAM � DC VWl —YO1] Yr l
—YVi Vw5
CG2
i
CG2
11
CG2
CG1
CG2
Number of Bankfull
Eve nts
it
2
4
a:
6
7 n
S
---
2
I
NA
w �
I
I
1.6
2.1
2.6
3;
V
a
0 10 20 30 10 So
60 70 an
W IAh (ft)
i
T-
-B�F1r ­BmL —Yarl - -Ym: —1':vl
Ymi VMS
Fl000l , ('rocs S,,11­ 13, RNflt
2008
Ploa*q Crm fwGm H. REW
H
2011
2012
U 10 :U 30 60
Width(ft)
70 00
—FlootPU M —Ba lAM � DC VWl —YO1] Yr l
—YVi Vw5
2008
Ploa*q Crm fwGm H. REW
H
2011
2012
CG1
CG2
CG1
CG2
CG1
CG2
43
CG2
CG1
CG2
Number of Bankfull
Eve nts
2
2
4
a:
6
- - -
---
2
1
NA
11
1.6
2.1
2.6
1.1
a
40
i
T-
e 3y
w p
Sa
�
3:
6 to 20 10
68 A 60 70 01) v0 M
W tmh (ft)
—FlwJPMtAlo —6atll Elmbm
—ACBWI Yell - - -Yas3 Ywl - -Yw4 War;
2008
2009
2010
2011
2012
CG1
CG2
CG1
CG2
CG1
CG2
CG1
CG2
CG1
CG2
Number of Bankfull
Eve nts
2
2
4
4
6
5
3
2
1
NA
Maximum Height
Above Bankfull (feet)
1.2
1.6
2.1
2.6
1.1

Parameter
Cross Section 1
Pool
Cross Section 2
Riffle
Cross Section 3
Pool
Cross Section 4
Riffle
"i Y6 d Y, iLl i "I, JS.,, VIVO[ IL 111.41
uE1''WrJiWmC
"iam7iN�xe"I"lu
^wJ�uulWwue9Lw
�aIDra az
�•i'N�9nE,mr��M'S�rrcm,�l�gE
lruf��c�uw�Plormu r�'�whiu�aflicfl
iAG
vuL1 wIENLLxm.wOGtlul�!sctiWnN�'�u
+ '�Iw6
11WOV7Yr.Llnlllu�'umunV4.
cm,�i muMiVSUm �iy'G�'ll
y�rcdlilturon
�NVd,+ �w' CWNnauu' VSw !eiw74LIiLN�r�Iw�usvwmnY�lwu�
'WH
°EIUI Ir,�luM1�3'TVUWnnno�
Dimension
Base
MY
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MYS
BF Width ft
168
169
172
189
198
172
164
190
204
186
178
169
193
188
188
200
189
194
224
199
203
169
176
173
Flood prone Width ft
730
708
709
710
710
710
793
774
769
776
776
776.
775
768
764
770
770
770
727
651
675
71 3
713
713
BF Cross Sectional Area
34 1
339
33 5
346
326
322
187
213
226
209
194
200
490
412
420
407
42 1
419
262
224
219
192
200
21 1
BF Mean Depth ft
20
20
19
18
16
19
11
11
1 1
11
11
12
25
22
22
20
22
22
12
11
11
1 1
11
12
BF Max Depth ft
38
37
37
37
36
1 34
24
25
25
23
24
24
49
48
46
45
45
43
29
26
25
22
23
26
Width/Depth Ratio
83
84
89
103
120
91
145
170
184
165
163
143
76
86
85
98
85
90
192
176
188
148
156
142
Entrenchment Ratio
43
30
41
38
36
41
48
41
3 8
42
44
46
4 0
4 1
41
39
41
40
32
33
33
42
40
41
WettedPenmeterft
189
189
192
209
218
194
172
197
211
192
185
177
222
216
212
224
211
217
233
206
211
175
184
183
Hydraulic radius ft
1 8
1 8
1 7
17
1 5
1 7
1 1
1 1
1 1
1 1
10
1 1
2 2
1 9
2 0
1 8
?0
19
1 1
1 1 1
1 10
1 1
1 1
12
Parameter
Cross Section 5
Riffle
Cross Section 6
Pool
Cross Section 7
Riffle
Cross Section 8
Pool
4u
,o rer'
�Cr +^4ha�P,wG!neF.�ill�Sexifi�.'
xn4.��r �*9AN
Ok@Elff,tMa,°�SNa�N
a�"�tdkw.dZ
leil&1M®L"��
51P�4k585T9, �tuf�, ".,tL_die �iNllyl!
"zi'�hfleo� , ^' �_ x eM r.w udrt9P?p_a«-
�aLEw,+f,�}' asoiNNIilE
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MYS
Base
MYl
MY2
MY3
MY4
MYS
BF Width ft
167
165
169
183
174
171
174
181
177
234
208
177
185
203
177
187
195
202
192
200
209
218
209
188
Flood prone Width ft
69 4
662
659
662
662
665
690
669
61 3
673
673
673
622
61 1
576
597
597
597
602
600
594
601
601
60 1
BF Cross Sectional Area
16 4
158
154
137
160
141
288
297
297
300
334
288
167
193
173
175
249
255
260
264
276
278
298
289
BF Mean Depth (ft)
10
10
09
07
09
08
17
16
17
13
16
16
09
09
10
09
13
13
14
13
13
13
1 1
T1
BF Max Depth ft
20
20
19
18
20
18
34
34
34
28
32
32
14
17
16
16
21
22
25
25
24
23
21
23
Width/Depth Ratio
170
171
184
244
188
207
105
111
106
183
129
109
204
214
181
199
153
160
141
152
159
171
248
242
Entrenchment Ratio
42
40
39
36
38
39
40
37
35
29
32
38
34
30
33
32
31
30
31
30
28
28
22
23
Wetted Penmeterft
172
170
173
188
178
176
190
197
193
246
221
217
189
212
187
191
203
209
202
209
220
227
277
242
Hydraulic rad�us(ft
10
09
09
07
09
08
1 5
15
15
12
15
13
09
09
09
09
12
12
13
13
13
12
11
1 1
Parameter
Cross Section 9
Riffle
Cross Section 10
Pool
Cross Section 11
Riffle
Cross Section 12
Pool
t m uia.
wvu ormum Lwow eu
nrv,w��mavwwn�u
� n�
awaavrrwLU�
�m��uaiw,wr,uu�wnim
n u
wu�w�aaimu7ti�wwi
wuw,r, w�wai
u�nn�Jwunuiirv�Mr�,skrrr,
E��.W
1,I11 „,w1,rr
U'W"Ar�
a t.to »,r
amo��umw�wma�e��rv��a�mT
� *_ m 4"21
Dimension
Base
MY1
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
190
191
186
188
185
183
225
217
221
234
191
193
194
198
193
194
199
201
130
158
162
160
196
174
Flood prone Width ft
661
660
660
659
659
659
805
802
806
807
807
807
779
748
688
749
749
749
787
767
761
759
759
759
BF Cross Sectional Area
32 7
295
290
284
254
25 1
40 1
401
41 1
368
305
31 5
21 5
24 1
236
238
232
230
257
274
288
280
330
268
BF Mean Depth ft
17
1 5
16
15
14
14
1 8
1 8
19
16
16
16
1 1
12
12
1 1
09
10
20
1 7
1 8
1 8
17
15
BF Max Depth ft
29
27
1 26
26
24
1 25
38
37
37
34
29
32
27
28
27
27
26
27
39
39
39
39
40
37
Width/Depth Ratio
111
124
120
124
135
133
127
118
119
148
119
118
175
163
158
181
282
244
66
92
92
91
117
113
Entrenchment Ratio
35
34
35
35
36
36
36
37
37
35
42
41
40
38
36
36
29
31
61
48
47
39
39
43
Wetted Penmeter (ft)
201
201
196,
199
194
19 2
242
238
242
246
201
50-5—
205
206
20 1
216
264
246
153
177
18 1
18 1
21 5
193
Hydraulic radius ft
1 6
15
15
14
1 3
13
17
1 7
1 7
1 5
1 5
1 5
1 1
1 2
1 2
1 1
09
09
1 7
15
16
1 5
1 5
1 4

Parameter
Cross Section 13
Pool
Cross Section 14
Riffle
Cross Section 15
Riffle
Cross Section 16
Pool
I Jn ralJZ l ,if+F011`,j
-TIa N?T-1 71 'IL
drS'%
uV'i�V�,nIN _,� , hm9ro
11110Gid OJ
Ire -�11lr AY ° I., IBI,
r "W
1aE' 1411,tj Apr nI fl,
A,,, L fl,jl ,Il
X1,1 , I,L,
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
197
192
185
228
225
182
188
184
196
198
195
196
175
170
189
180
176
160
197
239
236
231
225
226
Flood prone
ADe
69 8
700
700
700
700
700
638
633
636
634
633
633
668
668
620
666
669
665
608
607
606
608
607
606
BF Cross Sec
264
239
234
272
287
220
243
240
248
234
247
217
159
184
21 9
226
212
176
497
485
626
55 2
512
482
BF
13
12
] 3
1 2
13
12
13
13
13
1 1
09
1 1
09
1 1
12
13
1 2
1 1
25
20
21
24
23
21
BF
27
26
26
25
26
1 24
22
22
23
20
21
20
15
28
29
29
30
29
50
50
48
46
44
43
Width/Depth Ratio
147
155
147
191
176
151
146
141
155
187
286
177
193
157
162
143
146
145
78
118
106
97
99
106
Entrenchment Ratio
35
36
38
31
31
38
34
34
32
30
24
32
38
39
33
37
38
42
31
25
26
6
27
27
Wetted Penmeter(ft
204
199
194
235
23 1
189
195
191
204
21 3
27 0
20 2
17 9
18 2
20 1
19 3
19 4
18 0
22 3
26 3
25 6
�25 3
25 0
24 7
Hydraulic radius (ft)
1 3
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 2
1 1
0 9
1 1
0 9
1 0
1 1
1 2
1 1
1 0
2 2
1 8
2 1
2 2
2 1
2 0
Parameter
Cross Section 17
Pool
Cross Section 18
Riffle
Cross Section 19
Pool
Cross Section 20
Riffle
��
i 'idl
WL "I�11 �, id^, �.,I'wi IVI
CIdfl -4d lILL ,i
FUNI A12111111111' ' 9eur dd1� I� ��auw
IT W�YI I , 9 All I. "�6
�����MY3
ima II i,n- Jnr.��' I'I
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
BF Width (ft)
159
165
153
184
182
169
180
170
176
197
190
183
152
151
162
167
170
168
136
144
151
149
151
138
Flood prone Width (ft )
74 1
710
744
74 1
74 1
74 1
763
76 1
763
769
770
769
816
819
820
816
819
815
972
969
969
97 1
976
971
BF Cross Sectional Area (ft)
51 1
499
503
55 8
560
527
565
51 7
53 3
593
584
556
463
450
466
477
463
467
325
350
366
397
372
356
BF Mean Depth ft
32
30
33
30
31
31
31
30
30
30
31
30
30
30
29
29
27
28
24
24
24
27
25
26
BF Max Depth ft
50
51
49
54
1 53
1 52
45
44
42
47
49
49
49
48
47
47
46
47
30
34
34
36
34
1 34
Width/Depth Ratio
50
55
47
61
59
54
57
56
58
66
62
60
50
51
57
58
63
61
57
59
63
56
62
53
Entrenchment Ratio
47
43
49
40
41
43
42
45
43
39
40
42
54
54
50
49
48
48
71
67
64
65
70
Wetted Penmeter ft
206
20 8
193
226
229
214
222
213
21 5
244
23 6
227
1-93
188
195
20 1
203
203
161
17 1
178
177
�20
168
Hydraulic radius (ft
25
24
26
25
24
25
25
24
25
24
25
24
24
24
24
24
23
23
20
21
21
22
21

Reach 1
Parameter
Baseline
MY 1
MY2
MY3
MY4
MY5
Pattern
Min
Max
Med~
Min
Max
Med
Min
Max
Med
Mm
Max
Med
Min
Max
Med
Mm
Max
Med
Channel Beltwidth (ft)
3905
8672
6288
8494
15825
12372
8494
15825
123 72
8494
15825
12372
8494
15825
12372
8494
15825
12T7-2
Radius of Curvature ft
1826
2739
2282
2024
3026
2487
2024
3026
2487
2024
3026
2487
2024
3026
2487
2024
3026
2487
Meander Wavelength (ft)
12425
171 16
14770
27587
36482
32022
27587
36482
320 22
275 87
36482
32022
275 87
36482
320 22
275 87
36482
32022
Meander Width ratio
212
472
342
23
42
33
23
42
33
23
42
33
23
42
33
23
42
33
Profile
Riffle length (ft)
15 1
1032
390
200
288
200
470
288
20 0
47 0
28 8
20 0
47 0
28 8
200
470
288
Riffle slope ft/ft)
00038
00177
00081
0 001
00118
—6001
00281
00118
00051
00305
00191
00051
00305
00191
00051
00305
00191
Pool length ft
232
13941
526
217
q74
45 4
21 7
87 4
45 4
21 7
87 4
45 4
21 7
87 4
45 4
21 7
87 4
45 4
Pools acing (ft)
33 9
250 8
65 3
29 5
735
295
1558
73 5
295
155 8
735
295
155 8
73 5
295
1558
735
_ 17 'T'SW.TLJ^t..1!�jb
J 4 I l
+iY��T�•
iYL!•ll�l
k�l��l�lii it
,9 '(yl�_F'1
_ mVi!Nk''�
Q'�Jx'YLal� r
��L1 'li u�t ..�
u�IN °ilr L,4 i
n�yi�i�
r^fi� i
'U
'" Iryli y�4�ily
���„�fyii l,N U�
y_ if
�k��Y4 ill log, l
u i�� _1W
Additional Reach Parameters
Valley Length (ft
15819
7410
7410
7410
7410
7410
Channel Length (11)
2200
10178
10178
10178
10178
10178
Sinuosity
14
14
14
14
14
14
Water Surface Slope ft/ft)
000150
00007
00007
0000802
0000802
0000802
BF slope (11/ft)
00009
000075
000075
000182
000182
000182
Ros en Classification
C5
C5
C5
C5
C5
C5
Reach 2
Parameter
Baseline
MY]
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
3998
8878
6438
Radius of Curvature ft
1869
2804
2336
1869
2804
2336
1869
2804
2336
1869
2804
2336
1869
2804
2336
1869
2804
2336
Meander Wavelength ft
12720
17522
151 21
12720
17522
15121
12720
17522
15121
12720
17522
15121
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
212
472
342
2 12
472
342
Profile
Riffle length (ft
282
975
491
282
975
49 1
282
975
491
282
975
491
282
975
491
282
975
49 1
Riffle slope fl/ft
00020
0 0096
0 0045
00020
00096
00045
00020
00096
00045
00020
00096
00045
00020
00096
00045
00020
00096
00045
Pool length ft
194
135 9
596
194
1359
596
194
1359
596
194
1359
596
194
1359
596
194
1359
596
Poolspacing (ft)
352
195 1
1194
35 2
195 1
1194
352
195 1
1194
352
195 1
1194
352
195 1
1194
352
195 1
1194
Additional Reach Parameters
Valley Length (ft
7568
7568
7568
7568
7568
7568
Channel Length (ft
1550
1550
1550
1550
1550
1550
Sinuosity
20
20
20
20
20
20
Water Surface Sloe (ft/ft)
000140
000140
000140
0000802
0000802
0000802
BF slope ft/ft
000075
000075
000075
0 001
0 001
0 001
Ros en Classification
C5
C5
C5
C5
C5
C5

Reach 3
Parameter
Baseline
MY 1
MY2
MY3
MY4
MY5
Pattern
Min ^
Max
Med
Min
uMax
MedM
Mtn
'Med m
1Min
Max
Med.
Min
Max
Med
_ Min
v Maxm
Med
Channel Beltwidth ft
4106
9141
6623
832
2171
1526
832
2171
1526
832
2171
1526
832
2171
1526
832
2171
1526
Radius of Curvature (ft)
19 17
2886
2401
141
317
205
141
317
205
141
317
205
141
31 7
205
141
317
205
Meander Wavelength ft
13092
18030
15551
2219
4988
3256
2219
4988
3256
221 9
4988
3256
2219
4988
3256
2219
4988
3256
Meander Width ratio
212
472
342
20
53
37
20
53
37
20
53
37
20
53
37
20
53
37
Profile
Riffle length (R)
195
1958
347
102
570
227
102
570
227
102
57 0
22 7
10 2
57 0
22 7
10 2
57 0
22 7
Riffle slope ft/ft)
00022
00297
00038
00003
00313
00118
00003
0 0313
0 0118
0 0108
00141
00117
00108
00141
00117
00108
00141
00117
Pool length (ft )
134
1266
546
138
386
228
138
386
228
138
386
228
138
386
228
138
386
228
Poolspacing ft
224
20641
86 1
232
1683
53 1
232
1683
53 1
23 2
1683
53 1
232
1683
53 1
232
1693
53 1
_ 1 X111
MI
i 111
III
I 1 �
V ISM•
� 1 _
it i_ I
�j
I N 1 "
IJ
-
Additional Reach Parameters
Valley Length (ft)
24985
9668
9668
9668
9668
9668
Channel Length (ft
4110
1750
1750
1750
1750
1750
Sinuosity
17
18
18
18
18
18
Water Surface Slope ft/ft)
000160
0 001
0 001
0 001
0 001
0 001
BF slope ft/ft
00008
0 001
0 001
00012
00012
00012
Ros en Classification
E5
E5
E5
E5
E5
E5
Reach 4
Parameter
Baseline
MY 1
MY2
MY3
MY4
MY5
Pattern
®Mme
Max d�
Med
Min
Max
Med
Min
Max
yMed
�Min�
Max
Med
m Min
Max
Med
_ Min
Max
Med A
Channel Beltwidth (ft)
279
477
358
279
477
358
279
477
358
279
477
358
279
477
358
279
477
358
Radius of Curvature ft
8622
1878
1402
8622
1878
1402
8622
1878
1402
8622
1878
1402
8622
1878
1402
8622
1878
1402
Meander Wavelength ft
368 1
3919
3800
368 1
391 9
3800
368 1
3919
3800
3681
391 9
3800
368 1
3919
3800
368 1
3919
3800
Meander Width ratio
09085
1 5523
06649
09085
15523
06649
09085
1 5523
06649
09085
15523
06649
09085
15523
06649
09085
15523
06649
Profile
Riffle length (ft!39
9
419
80 1
636
419
80 1
636
419
80 1
636
419
80 1
636
419
80 1
636
Riffle slope ft/ft
016
U676
00016
00090
00064
00016
00090
00064
00023
0 009
00046
00023
0 009
00046
00023
0 009
00046
Pool length (ft)
4
39 4
157 6
76 34
39 4
157 6
76 34
39 4
157 6
76 34
39 4
157 6
76 34
39 4
157 6
76 34
Pools acm ft)
4
514
1279
884
514
1279
884
514
1279
884
514
127 9
884
514
1270
884
Additional Reach Parameters11
Valley Length (R
6158
6158
6158
6158
6158
6158
Channel Length (ft
6384
6384
6384
6384
6384
6384
Sinuosity
10
10
10
10
10
10
Water Surface Slope ft/ft
00003
00003
00003
00006
00006
00006
BF slope ft/ft
00002
00002
00002
0000766
0000766
0000766
Ros en Classificationi
E5
E5
E5
E5
E5
E5

LA
Results of 2012 Vegetation Monitoring — Planted Species by Plot
Summary of Results
-Plot #
_r
Stems
Stems-
Year 1P
Stems
�_ , -
Stems Stems
Year 3 rear 4
ei
.� -.�-� �Stemsper
Stems�-
��Aere
Year 5 -
�Y,'e`ar�5g
- etlandPlots(03101acre)
W 7
Plot 1
61
55
53
53
51
51
510
Plot 2
60
46
49
40
39
39
*3)q
M '
5
619W
65
81AW9
56
010
14
` 21
UN"M
58
51X16
57
X1171=18
56
Bald
6
10
4
22
7
10
5
13
5
9
12
4
12
10
11
3
2
Cypress
31
24
19
25
26
520
Plot 7
37
22
17
17
22
22
440
Plot
49
44
43
Green Ash
5
9
27
3
13
33
7
8
4
1
3
17
7
7
4
6
2
6
Hickory
Plot 11
1
36
35
34
33
34
680
Plot 12
45
43
42
42
35
42
840
Plot 13
40
Laurel
37
36
33
36
720
Plot 14
51
47
38
41
40
39
780
Plot 15
48
43
41
39
Oak
2
760
Plot 16
49
48
41
42
40
41
1
Plot 17
1
2
28
1
5
22
440
Overcup
10
11
13
7
7
4
2
7
10
5
6
4
2
8
1
7
11
4
Oak
Swamp
18
8
4
20
16
8
4
7
4
7
6
9
5
7
11
11
4
Tupelo
Willow
10
6
4
12
4
4
7
8
25
7
7
8
7
10
9
9
8
Oak
Summary of Results
-Plot #
_r
Stems
Stems-
Year 1P
Stems
�_ , -
Stems Stems
Year 3 rear 4
ei
.� -.�-� �Stemsper
Stems�-
��Aere
Year 5 -
�Y,'e`ar�5g
- etlandPlots(03101acre)
W 7
Plot 1
61
55
53
53
51
51
510
Plot 2
60
46
49
40
39
39
390
Plot 3
70
66
65
64
56
54
540
Plot 4
69
58
61
57
55
56
560
Plot 5
65
57
53
54
1 55
55
550
Average
510.0
Range
390 -560
p
an Buffet Plots(O:20 -acre)
Plot 6
40
31
24
19
25
26
520
Plot 7
37
22
17
17
22
22
440
Plot
49
44
43
43
42
42
840
Plot 9
45
33
28
29
29
31
620
Plot 10
50
48
1 49
47
47
48
960
Plot 11
47
36
35
34
33
34
680
Plot 12
45
43
42
42
35
42
840
Plot 13
40
39
37
36
33
36
720
Plot 14
51
47
38
41
40
39
780
Plot 15
48
43
41
39
35
38
760
Plot 16
49
48
41
42
40
41
820
Plot 17
30
28
28
27
24
22
440
Plot 18
28
27
26
26
24
24
480
a
684.6
t Ran- a
440 -960

Lj
Summary of Hydrology Monitoring Data 2008 -2012
-�° �
9e_
MaxConsecutive�Hydropenod(
2008
200 _
- 2010 � 2011
%) = r_z-r
X201 Z= -
AW7
26
16
16
13
9
AW2
17
15
8
15
39
AW3
9
14
7
14
8
AW4
22
16
11
15
41
AW5
21
16
12
20
19
AW6
9
t 15
12
19
9
RAW1
19
16
15
20
10
RAW2
15
13
12
15
8
RAW3
8
13
13
13
8
Comparison of Normal Rainfall to Observed Rainfall (2012)
__- � Month - -
-
Averaged
- _ - _
z Normalll;imits
�r �" --- �
301P,e`rcenf
=
- _ � -�
_70= _
Percent
�Wiidsor, `
-_ Precipitatibn-
=-
January
411
307
490
246
February
337
238
407
271
March
398
296
470
491
April
300
2 12
3 82
233
May
399
253
498
731
June
387
278
453
346
July
537
339
659
393
August
486
274
604
496
September
5 10
250
624
October
323
202
463
November
271
163
1 328
December
330
1 224
397
Annual
4030
5125
Total
4689 1
3207
*Data collected through August 30

2012 Precipitation for Floogie Site
16
15
Growing Season
14
13
12
11
,—J 0
9
r
v
.0 8
7
C
- - - -- -- --
6
5
4
-
-"
3
..
I
-
p"
2
-- --- -
-_ _ -- -- --- _
1
0
J F M A M J J A S O N D
Months
Growing Season � Windsor Daily Rainfall - - - - - -- 30th/70th Percentile —6 Windsor Monthly Ramfal
EEP Recommendations and Conclusions
• All hydrology monitoring gauges recorded consecutive hydropenods for at least 7 percent of
the growing season for 2012
• The restored stream channel has remained stable and is providing the intended habitat and
hydrologic functions All monitoring cross sections and longitudinal profile for 2012 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
636, with the range of stem density of 390 to 5600 stems per acre All vegetation plots have
achieved the success criterion of 260 trees per acre at monitoring year 5
• Benthic macroinvertebrate monitoring will be conducted in January 2013 and the results will
be presented m a supplemental monitoring report and the closeout report to follow
• The project has achieved success based on stated success criteria and is recommended for
regulatory closure
Contingencies
• Removal of beaver population and destruction of existing dams is currently under way
• Remedial action will be taken to control and eliminate the threat of invasive species taking
over and or loss of targeted species if needed
LI
0

L
Example Pre - Existing Condition Photos
Upstream culvert, Reach 1 at Brown School Reach 1 and 2 looking downstream during pre -
Road during pre - construction phase. construction phase.
Reach 3 looking upstream during pre- Reach 4 looking upstream during pre -
construction phase. construction phase.

Monitoring Phase
Upstream culvert, Reach 1 at Brown School Reach 2 looking downstream during monitoring
Road during monitoring phase. phase.
Reach 3 looking downstream during monitoring Reach 4 looking downstream during monitoring
phase. phase.
Wetland Restoration Area during monitoring
phase.
LA