20070896 Ver 1_Year 5 Monitoring Report_20130327

_�I�d Q
c0'e �
Wolf Pond Stream Restoration Project
Annual Monitoring Report
Monitoring Year: 2012
Monitoring Year: 5
As -built Date: 2008
NCEEP Project Number: D 06054 -B
Submitted to:
NCDENR- Ecosystem Enhancement Program
1619 Mail Service Center
Raleigh, NC 27699 -1619
r.
1 ' n•
Prepared for:
0 ^6;'•.Y ^TER Bi�R{�Lii+
Environmental Banc and Exchange
909 Capability Drive Suite 3100
Raleigh, NC 27606
i fw
PTA
�I3
r � 3
teosystem MCDENR
Prepared by: '
North Carolina State University
Department of Biological and Agricultural Engineerin
3100 Faucette Drive / Campus Box 7625��EIV%
Raleigh, NC 27695 -7625 RNA N E E l I N G
MAR 1 1 ?_013
NC ECOSYSTEM
ENHANCEMENT PROGRAM

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table of Contents
Table of Contents
10 Executive Summary .
2 0 Introduction
2 1 Project Description..
2.2 Project Objectives
2 3 Project History
3 0 Project Condition and Monitoring Results
3 1 Vegetation Assessment . ..... ................. .. ..........
3 1 1 Vegetation Success Criteria.
3 12 Description of Vegetation Monitoring
3 13 Results of Vegetation Monitoring
3.2 Stream Assessment
3.2 1 Stream Success Criteria ... ...
3 2 2 Stream Morphology Monitoring Plan
3.2.3 Stream Morphology Monitoring Results
3 2 4 Problem Areas .
3 3 Rainfall Data ............... .
4 0 Conclusions
Appendix A — As Built Survey
Appendix B — MY5 Survey .
Appendix C — Profile, Cross Sections, and Pebble Counts
Appendix D — Site Photos
Appendix E — Vegetation Data
Appendix F — Rainfall Data
Appendix G — Morphology Table
EEP Project #D 06054 -B 1
2
3
3
4
5
6
6
6
6
7
9
9
9
10
11
12
15
16
17
.. .....
............
......
18
51
81
85
85

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
1.0 Executive Summary
This Annual Monitoring Report documents the results of monitoring activities during the 2012
growing season on the Wolf Pond Stream Restoration Project. Construction of the site, including
planting of trees, was completed in March 2008 The 2012 data documents results from the fifth
year of geomorphic and vegetation monitoring at the site
The design for the Wolf Pond Stream Restoration Project was designated as stream restoration
After construction, it was determined that the project generated 4,513 feet of stream restoration
The As -Built Survey is included as Appendix B
This Annual Monitoring Report presents data from five vegetation monitoring plots, one crest
gauge, one rain gauge, eight cross sections, approximately 4,000 linear feet of profile survey and
photographic reference locations, as specified in the approved Restoration Plan for the site
A manual rain gauge was used in conjunction with the onsrte automatic rain gauge to collect
precipitation data Rainfall data was then verified by comparison with the NOAA Rainfall Atlas
2012 data for nearby sites Normal rainfall conditions prevailed in the 2012 monitoring period
with a total 44 85 inches recorded for the year
Vegetation monitoring for 2012 documented surviving planted stem densities between 323 and
566 stems per acre with an average of 422 stems per acre This represents a survival rate of
approximately 61 % based on a baseline density of 691 stems per acre
The project has met the final vegetative success criteria of an average of 260 five -year -old
planted stems per acre at the end of five years of monitoring
The restored stream channel has generally remained stable Cattail growth and beaver impact
was significant in all reaches of this restoration so the project is only partially providing the
intended habitat and hydrologic functions The monitored cross sections showed only minor
adjustment in stream dimension for 2012 The longitudinal profile is generally stable but stability
could be impacted by removal of the beaver dams and cattails
Beaver dam backwater negated any accurate crest gauge readings However, at least two
bankfull events occurred based on rainfall data and historical site response to rainfall. The
events probably occurred in July and August 2012
The bed material in riffles continues to be finer than anticipated due to cropland runoff, the rapid
growth of cattails throughout the reach and culvert and beaver dam backwater There are sixteen
identified problem areas for MY5. Seven are new for MY5 All problem areas will be inspected
and repaired as needed during winter 2012/2013
EEP Project #D 06054 -B 2

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
2.0 Introduction
2.1 Project Description
MAPQUEST. 0 120 m
1201) ft
b
OM
cR
a
9
WV
5pee
c AJtan Rid ge '6 Alton E sandy R+d9e Rd
a =
� SyreY
m
02008 MapQuest Inc. � � Map Data 02008NAVTEQ or TeleAllas
Figure 1 - Wolf Pond Location Map
The Wolf Pond site is located approximately 8 miles south of Monroe in Union County (see
Figure 1). The property is located west of Wolf Pond Road, SR 207, and south of Joe Collins
Road. The site is accessed by a farm path that runs adjacent to the main power transmission
lines that bisect the property.
The project is a restoration of approximately 4,500 linear feet of unnamed tributaries to Adams
Branch in the Yadkin Pee -Dee River Basin. The project is made up of an upper and lower
section of UT2, referred to as Reach 3 and Reach 1, respectively for monitoring and UT1,
EEP Project #D 06054 -B 3

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
referred to as Reach 2 for monitoring Reach 1, 2, and 3 stationing is summarized in Table 1
The Wolf Pond site has a drainage area of 0.95mi2 The dominant historic land use was
originally timber production followed by intensive agricultural production of crops including
corn, soybeans, and winter wheat The channel was straightened and channelized for agricultural
purposes. This led to an incised condition with little to no floodplam access
Table 1 - Wolf Pond Monitoring Reaches
-Reach Name,
As= BiiiltLeii lip ft s
MonitornStationsr
Restoration -Ap proachT`
UT2/Reach 1/Reach 3
2,972
202 +03 — 215 +45
219 +13 —229+63
Restoration (Priority I)
UT1/Reach 2
1,541
100 +45 — 116 +26
Restoration (Priori I/II)
Total
1 4,513
1 3,975
2.2 Project Objectives
The Wolf Pond site was identified by EBX to support the NC EEP full delivery mitigation
process The objective of the project was to produce a minimum of 4,500 stream mitigation units
(SMU) to NC EEP through the full delivery process in the Yadkin Pee -Dee River 03040105
hydrologic unit
Due to the incised condition of the channel and lack of access to the floodplam, the existing
channel was abandoned and a Priority I Natural Channel Design approach was selected for the
majority of the project Reach 2 existed at a higher elevation than Reaches 1 and 3, so a Priority
II approach was used to create a floodplam at a lower elevation to reach appropriate elevations
before the confluence with UT2 (Reach 1 and 3) Given the valley type VIII drainage, a C4
channel was chosen as the design channel The design channel relies heavily on structures for
grade control and bank protection
Monitoring of the Wolf Pond site is required to demonstrate successful mitigation based on
success criteria specified in the Restoration Plan Stream and vegetation monitoring are
conducted on an annual basis This Annual Monitoring Report documents the results of the
monitoring for 2012 (Year 5)
The as -built data documented 4,513 linear feet of stream restoration The stream restoration will
provide multiple ecological and water quality benefits within the Yadkin Pee -Dee River Basin
Those benefits are as follows.
Hydrology.
• Re- establishing floodplam connection by raising bed elevations
• Increase flood storage by re- establishing floodplam
EEP Project #D 06054 -B 4

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Water Quality
• Reducing turbidity by reducing sediment inputs
• Reducing water temperatures by providing shading
• Increasing/ stabilizing oxygen levels by reducing BOD /COD and increasing re-
oxygenating turbulence
Habitat
• Improve bed habitat by increasing riffle -pool diversity, reducing sediment deposition, and
improving low flow water depths
• Improve bank habitat by increasing stability and woody biomass
• Improve floodplain habitat by establishing micro- topography and hydrology, removing
invasive vegetation, and increasing habitat diversity
• Improve food web dynamics by adding biomass (such as detritus, wood debris, and leaf
matter) and re- establishing floodplain connection
2.3 Project History
This project was identified by EBX in the winter of 2006
Table 2 - Wolf Pond Site History
� k m � ,ProJect�Activity andsRegorting�
%'storyy, � `�, _ -
Activity or Report
Data Collection
Complete
Actual Completion
or Delivery
Restoration Plan
February 2007
April 2007
Final Design - 90%
N/A
July 2007
Construction
N/A
February 2008
Temporary S &E mix applied to entire project area
N/A
February 2008
Permanent seed mix applied to reach
N/A
February 2008
Bare roots and live stakes
N/A
March 2008
Mitigation Plan / As -built (Monitoring Baseline)
March 2008
June 2008
Year 1 Monitoring
March 2009
March 2009
Year 2 Monitoring
October 2009
December 2009
Year 3 Monitoring
September 2010
December 2010
Year 4 Monitoring
September 2011
December 2011
Year 5 Monitoring
September 2012
December 2012
EEP Project #D 06054 -B

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
3.0 Project Condition and Monitoring Results
3.1 Vegetation Assessment
3.1.1 Vegetation Success Criteria
Successful establishment of vegetation in riparian areas will be the survival of 260 planted stems
following Year 5 monitoring The interim vegetative success criteria will be the survival of at
least 320 planted stems per acre at the end of Year 3 monitoring. Up to 20% of the site species
composition may be comprised of volunteers. Remedial action may be required should
volunteers present a problem or exceed 20% 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 species
3.1.2 Description of Vegetation Monitoring
Five semi- permanent vegetation plots were established within the planted restoration areas to
momtor the success of planted vegetation The vegetation plots are 0 01 hectares in size The
vegetation plots are distributed across the site, but the precise location and orientation of the
plots was random (see location on as -built drawings ) The plots cover approximately two
percent of the site Seven species were planted on site (see Table 3).
Table 3 - Wolf Pond Planted Snecies
Common` Name
' ,Scientific Name
Abbreviations
Paw Paw
Asimma triloba
AT
River Birch
Betula nigra
BN
Shag Bark Hi cko
Carya ovate
CO
Green Ash
Fraxmus pennsylvaruca
FP
Swamp Chestnut Oak
Quercus michauxii
QM
Water Oak
Quercus nigra
QN
Willow Oak
Quercus phellos
QP
Oak (unknown)
Quercus s p
Q
Each of the planted stems inside the plots was flagged to help in locating them in the future
The taxonomic standard for vegetation used in this report was based on "Manual of the Vascular
Flora of the Carolinas ", by Albert E Radford et al The vegetation monitoring protocol used for
collecting vegetation data was established for this project in 2000 by the Wetland Restoration
Program (WRP) and Karen Hall of NCSU
EEP Project #D 06054 -B 6

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
3.1.3 Results of Vegetation Monitoring
All of the surviving plot plantings of Wolf Pond are in excellent vigor with few exceptions Both
stream forks were flowing slightly with tadpoles and small fish present The dominate shrub on
this site is Groundsel tree (Baccharas halamafolaa) with Black berry so dense on site WP5 that a
bush axe was needed to access the trees No disturbance to the site was noted except the
activities to remove several beaver (Castor canadensis) dams Overall, the site appears to be
doing well
Original planting density, based on the five 0 01 hectare plots, (100 square meters) was 691
stems per acre The current density is currently 422 stems per acre which represents a survival
rate of approximately 61% The planted stems in the monitoring plots ranged from 323 to 566
stems per acre. This site has met the success criteria of 260 stems per acre after five years
Table 4 - Baseline Stem Counts
a� 'Baseline Data - _ -
�'
_ ` May 2008
e!?lo
w a
mw 'K`ri ,
ANTED
SPECIES °Tµ a- _ -_' 1 -i!
_
� ' 'f
°LIVE
: AT "
"aN
��BW�
�4
",�C�O �
",,FP'
C!M
– _
" Vor �µ
3
_PLANTED
WP1
1
5
1
5,
2
1
4
1_
17_
WP2
2
2
3
2
5
3
9
1
16
WP3
2
4
2
2
3
2
2
1
18
WP4
1
5
1
2
3
2
2
3
19
WP5
3
4
3
2
1
2
1
15
TOTALS
9
17
10
13
11
8
10
7
85
Percent
0 106
0200
0 118
0 153
0 129
0 094
0 118
0 082
1 000
Table 5 — MY5 (2012) Stem Counts
` 10, 1 °
,m P n
.PLANTED S,pEiP0S
r .emu
9
�Gp�rFP
a��QMAi1NurQP
"
,
� �
. _ _STEMS
_
x
�
Q
PLANTED4
WP1
3
5
2
10
WP2
2
2
3
1
1
9
WP3
3
1
2
2
2
3
13
WP4
5
2
3
2
12
WP5
2
3
2
1
8
TOTALS
2
14
3
13
1 8
3
9
0
52
% of Surviving
0 038
0 269
0 058
0 250
1 0 154
0 058
0 173
0 000
061
EEP Project #D 06054 -B 7

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table 6 - Baseline Stems Der Acre
-IlVlon it or' nd' Floti-Bas6ll ft Data A
Plot
Trees
24-
OT
PI&M-116M
=LJTrees 'q=k
n,
2
-acre µ
a
per acre
wpi
17
100
1076
00247
688
WP2
16
100
1076
00247
647
WP3
18
100
1076
00247
728
WN
19
100
1076
00247
769
WP5
15
100
1076
00247
607
Totals.
85
500
5380
0123
Stems per plot
17
Trees/ lot
104
Average
691
Table 7 — MY5 (2012) Stems Der Acre
EEP Project #D 06054-B 8
90. 34 —*4
24-
OT
PI&M-116M
=LJTrees 'q=k
Aai Percent Y,,447,
HQJAvWCOFiisN
m
Z� A (is! t
iper
wpi
10
100
0
0000
404
WP2
9
100
0
0000
364
WP3
13
100
1
0071
566
WN
12
100
-1
-0091
445
WP5
8
100
0
0000
323
Totals:
52
500
Trees/ lot
104
0
Average
422
EEP Project #D 06054-B 8

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
3.2 Stream Assessment
3.2.1 Stream Success Criteria
As stated in the approved Mitigation Plan, the stream restoration 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 C type channels
Longitudinal Profiles- The longitudinal profiles should show that the bedform features are
remaining stable, e g they are not aggrading or degrading Bedforms observed should be
consistent with those observed in 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
3.2.2 Stream Morphology Monitoring Plan
Stream monitoring will document the stability of the restored channel Monitoring will occur for
5 years or until the final success criteria have been achieved, whichever is longer Monitoring
methods used are based on US Army Corps of Engineering guidance documents and NC
Division of Water Quality guidance documents.
Cross Sections
Two permanent cross sections, one at a riffle and one at a pool were installed for every 1,000
linear feet of restored stream Each cross section was marked with permanent pins on both
banks Each cross section is tied to a benchmark to allow for comparison for data each year
The cross section survey takes into account water surface and all breaks in slope including
thalweg, top of bank, and bankfull if present
Longitudinal Profile
Longitudinal profile is surveyed once every year for five years or until the final success criteria
are met. The longitudinal survey will include thalweg, water surface, bankfull and top of bank
Each survey point will occur at the head, midpoint, and end of each feature and the invert of each
structure The survey will be tied to a permanent benchmark
EEP Project #D 06054 -B 9

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Hydrology
Bankfull events will be monitored for the length of the monitoring period One crest gauge is
installed on site to capture bankfull events Photographs of high water marks, wrack lines and
sediment deposition will also be used to document these events
Photo Reference Stations
Photographs will be taken at the same locations each year for the length of the monitoring
period These photos will document the progression of the site from year to year.
3.2.3 Stream Morphology Monitoring Results
Stream conditions are generally stable with the exception of the problem areas mentioned below
All problem areas are discussed in detail in section 3 2 4 Problem Areas
There has been a rapid influx of beavers (Castor canadensas) in Reach 1 Five beaver dams were
breached during the fall survey Mayor dams are noted in the reach profiles in Appendix C
All existing stability issues along all of Reach 1 and lower portions of Reaches 2 and 3 were
controlled by the slowing of the stream flow due to dam backwater.
Future bank stability within these areas is jeopardized from the drowning of vegetative growth
due to beaver dam backwater and woody stem consumption
The heavy growth of cattails (Typha latifolaa) within the stream bed in Reach 2 as well as
backwater from the culvert within the reach has provided a stop to the sediment movement and a
flattening of the stream bed with the resultant loss of riffle habitat This is causing some channel
relocation and crowding out other vegetation.
There are 30 structures within the monitoring reaches All structures appear to be stable
The channel has experienced some minor adjustment but is expected to stabilize as the beaver
and cattail issues are addressed and the riparian vegetation is reestablished
Cross Sections
The survey data was collected in September 2012, and the results are presented in Appendix C.
All cross sections appear stable. Several cross sections, both pools and riffles have begun to
display impact from backwater as a decrease in the as -built D50 particle size
All cross sectional variances from MY 4 were determined not to be problem areas but rather
natural streambed adjustment, reaction to debris or variability in bed survey
Longitudinal Profile
The longitudinal profile survey was conducted in September 2012, results are presented in
Appendix C The profile survey showed some adjustment in channel dimensions and profile
Reach 2 (R2) showed a flattening of features from station 111 +50 downstream to station 116 +00
EEP Project #D 06054 -B 10

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
This has resulted in a change in the riffle lengths, the pool lengths and the riffle pool ratio As
mentioned above, vegetation growth in the stream bed and deposition due to the backwater
above culverts in this area was the cause these adjustments A headcut identified in Reach 2 at
station 08 +00 persists The headcut will continue to migrate upstream for about five more feet
before meeting a large natural stone nick point where it should stop A positive aspect of the
extensive beaver dam impact is that any issues with bank erosion and channel movement within
all of Reach 1 and the lower portions of Reaches 2 and 3 were controlled by the backwater from
the five beaver dams Breaching all of these dams allowed for a more accurate morphological
survey, but exposed much bare soil
Note that the Elevation values for Reach 2 profile are in 5 foot increments while Reach 1 and 3
are in 2 foot increments
Hydrology
Backwater from beaver dams negated useable readings from the crest gauge Two possible
bankfull events were documented during this monitoring year by reviewing the rainfall data and
comparing rain events with the previous monitoring year's response to similar events The
events probably occurred in July and August 2012 Significant debris evidence was found to
support this idea
3.2.4 Problem Areas
At the time of data collection in September 2012, nine previously identified problem areas were
located Seven new problem areas were discovered, for a total of sixteen Nine are in Reach 1,
five are in Reach 2 and two are in Reach 3 All sixteen problem areas will be repaired and
replanted as needed during the winter /spring of 2012/2013 Each problem area is listed in Table
8 (sorted by Reach and station) and discussed in a paragraph below See Appendix D for
photographs of each problem area
Five of the new problem areas were beaver dams All were breached by the monitoring team,
but will need to be totally removed and the beaver controlled. These include MY5 -PA3, MY5 -
PA4, MY5 -PA5, MY5 -PA6 and MY5 -PA7 While the beaver removed most streamside woody
vegetation, the backwater the dams created prevented the continued bank erosion for any
preexisting problem areas that were inundated
EEP Project #D 06054 -B 11

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table 8 — Wolf Pond MY5 Problem Areas
Pt. #
ID
Reach
Station
Description
Photo Number & pagel
1
MY5 PA3
1
220 +30
Beaver Dam
See Cross sections and
Photo Points
2
MY5 PA4
1
222 +34
Beaver Dam
Page 21
R1 -RXS -1 Downstream
3
MY4 PA6
1
222 +85
LB scour
Page 70
4
MY4 PA8
1
224 +81
LB cutoff channel
Page 70
5
MY5 PA5
1
224 +96
Beaver Dam
Page 23
R1 -PXS -1 Downstream
6
MY4 PA7
1
227 +31
LB cutoff channel
Page 71
7
MY5 PA6
1
227 +32
Beaver Dam
Page 71
8
MY3 PA4
1
229 +75
RB cutoff channel
Healed
Page 71
9
MY5 PA7
1
230 +26
Beaver Dam
No Photo
10
MY4 PA2
2
103 +29
LB gully entering
Page 72
11
MY4 PA4
2
109 +25
Bank Scour above vane
Page 72
12
MY4 PA3
2
107 +79 +108 +02
Headcut
Page 73
13
MY4 PA5
2
107 +92 - 107 +98
LB scour
Page 73
14
MY4 PA1
2
100 +43 - 107 +46
Cutoff channel both banks
Page 74
15
MY5 PA2
3
210 +76
Backwater from dam
Page 74
16
MY5 PA 1
3
214 +13
Debris Dam
Page 75
Problem Area MY4 -PA6 was a preexisting left bank scour in Reach 1 caused by in- stream
vegetation and debris back up The problem was eliminated when backwater killed the in- stream
vegetation It is bare earth and will need replanting
MY4 -PA8 and MY4 -PA7 are both a preexisting left bank cutoff channel that being created by
willow vegetation in Reach 1 The beavers have removed the willows and both problems have
disappeared but the vegetation must be replaced to assure a stable stream bank
1 See Appendix D
EEP Project #D 06054 -B 12

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
MY3 -PA4 was a cutoff channel that was becoming stable with vegetation growth in Reach 1
Again beaver impact removed the woody vegetation but the other vegetation seems to be healing
the cutoff channel With careful vegetation location this problem area will be eliminated
One factor affecting the stability of the stream occurred beyond the riparian buffer on Reach 2
field grading caused a concentration of overland flow into field swales and through the riparian
buffer creating a gully transecting the buffer This was identified as problem area MY4 PA -2
Reach 2 Measures should be taken to reduce the concentration of this flow and disperse it along
the buffer
MY4 -PA4 is left bank scour and a cutoff channel around the right arm of a cross vane in Reach 2
caused by a willow growing dust upstream of the vane Debris has built up the right bank of the
vane arm (as it is designed to do) and the problem has stabilized although the scour wall is still
there. The offending tree will still need to be removed
Problem Area MY4 PA -3 is a headcut from station 107 +98 to station 108 +20 in Reach 2 The
headcut has migrated over 20 feet since first documented but will run into a stone nick point with
less than four more feet of migration
Problem area MY4 PA -5 is bank scour on the outside of a bend that occurs at station 107 +79
to 107 +92 in Reach 2 and can be attributed to a steep point bar on the inside of a tight radius
bend
Problem area MY4 PA -1 as described in the MY4 monitoring report is the extensive cattail
growth that has filled the channel for much of Reach 2 causing water to back up at high flows
creating cutoff channels and filling constructed bedforms with sediment
MY5 -PA2 is the uppermost point of backwater on Reach 3 from beaver dams Downstream of
this point most understory vegetation has been killed and under the larger trees is only bare soil
MY5 -PA1 is a mayor debris dam causing a bypass channel to develop The debris apparently
comes from the field clearing that occurred upstream
EEP Project #D 06054 -B 13

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
3.3 Rainfall Data
Rainfall data is collected by an automated rain gauge, confirmed with a manual rain gauge and
calibrated by comparison with nearby NOAA rain data. The data shows that a normal rainfall
amount of 44.85 inches occurred at this site for the entire monitoring period. The average
monthly rainfall for the 2012 growing season was 3.45 inches with a maximum of 9.54 inches
occurring in August. The average maximum single day amount per month was 1.08 inches with
a maximum of 2.46 inches occurring in August. Complete daily rainfall data is shown in
Appendix F.
Figure 2 — MY5 Rainfall Data Summary
EEP Project #D 06054 -B 14
Wolf Pond MY5 2012 Rainfall Summary
12
*Rainfall data collected from 09/28/2011- 9/12/2012
10
■ Monthly Sum
,.
8
■ Max Day /Month
N
W
t
u
C
6
M
c
4
2
L
L
0
SEPT OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEPT
Month
EEP Project #D 06054 -B 14

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
4.0 Conclusions
Overall stream dimension, pattern, and profile are stable. Both volunteer and planted riparian
vegetation is flourishing except in areas that have been flooded by beaver dam backwater The
vegetation in these areas is mostly gone Cattails are causing impact to stream pattern and
bedforms and reducing the overall stream function All stream structures appear functional and
stable Revegetation of flooded areas and control of the beaver and cattails will assure that the
site will achieve the stream stability success criteria The site has met the vegetative success
criteria specified in the Restoration Plan
EEP Project #D 06054 -B 15

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Appendix A - As Built Survey
EEP Project #D 06054 -B 16

I
SURVEY PREPARED Br
UNION COUN
RECORD SET DRAWINGS FOR
WOLF POND
STREAM RESTORATION PROJECT
ENVIRONMENTAL BANC &EXCHANGE, LLC
VICINITY MAP
��•w, R.B. PHARR & ASSOCIATES, P.A.
.� SURVEYING & MAPPING
241 POST OFFICE DR., UNIT A -2
INDIAN TRAIL, N.C. 28079 TEL. [phone]•
UNION COUNTY, NORTH CAROLINA
STATE PROJECT NO.: D 06054 -B
INDEX OF SHEETS
SHEET NO. DESCRIPTION
� PROJECT AREA 1 TITLE SHEET
2 LEGENDS AND SYMBOLS
$ 3 -8 GRADING PLANS AND PROFILE
8 a
b 9 -10 TYPICAL CROSS SECTIONS
11 -15 PLANTING PLANS
V»
p6
S .d
Woo
The record drawings represent
the construction plans with
adjustments made to represent
constructed conditions.
z
LOCATION MAP
NC —EEP CONTACT: GUY PEARCE (919) 715 -1656
KIMLEY —HORN AND ASSOCIATES CONTACT: DAREN PAIT, P.E. (919) 678 -4155
ENVIRONMENTAL BANC & EXCHANGE CONTACT: NORTON WEBSTER (919) 829 -9909
DISTUFB® AFIEA- 132 ACAS
CENTERLINE STA 10+00 - LAT 34,881980 LONG - 80.561304
RED,,,,f 6: cuENT. STATE OF NORTH CAROLJNA ��1.CAB0 '', 05/02/08
Kimley -Horn ECOSYSTEM ENHANCEMENT PROGRAM �Pe`ES=�` 'y a 2 2.. rn WOLF POND
and Associates Inc. = =E "` r STREAM RESTORATION
TITS: _ os0000 _ JIK
LN,
'� �, mow► �-OM TITLE SHEET FAX �) 677 P.060 . The recd dmwxlas reW�t the c et v tt pl elth t w +er xom aw �oaot.. zoos ^ ...
����,�•,••, DMP edjutmente made to npreeent oonetrvoted condtbne. i of 16

A
o X0/41
///
UT2 TO ADAMS BRANCH SHEET c
SHEET V SHEET 5
PLANTING LEGEND
ZONE 1 L J
ZONE 2
ZONE 3 0 0
ZONE 4 vvov
ZONE 5
SURVEY LEGEND
— - - PROPERTY LINE
— — — MAJOR CONTOURS
-- - - - - -- MINOR CONTOURS
STREAM CENTERLINE
CROSS SECTION LEGEND
-- - - - - -- EXISTING GROUND
PROPOSED CHANNEL
UT1 TO ADAMS BRANCH
SHEET 8
J
-
I r✓Y
.I
S / \
1 1\
SHEET/.-', \
II I� I llf
I � I
i I l
/ 1
LEGEND
PROFILE LEGEND
SHE
`
- - - - - - - - PROPOSED TOP OF BANK
CL OF NEW CHANNEL
PROPOSED BANK FULL
ROCK CROSS VANE
10 +00
v LOG SILL
ROCK X -VANE
PROPOSED CREEK
A -VANE
PROPOSED FENCE
ROCK A -VANE
POOL AT STATION, NOT ACTUAL ELEVATION AT THE CENTERLINE.
PERMANENT CONSERVATION
ROCK VANE
EASEMENT
®
CHANNEL BLOCK
ROOT WAD
®
CHANNEL BACKFILL �/
LOG SILL
(/!
LOG VANE
VERNAL POOL
PLANTING LEGEND
ZONE 1 L J
ZONE 2
ZONE 3 0 0
ZONE 4 vvov
ZONE 5
SURVEY LEGEND
— - - PROPERTY LINE
— — — MAJOR CONTOURS
-- - - - - -- MINOR CONTOURS
STREAM CENTERLINE
CROSS SECTION LEGEND
-- - - - - -- EXISTING GROUND
PROPOSED CHANNEL
UT1 TO ADAMS BRANCH
SHEET 8
J
-
I r✓Y
.I
S / \
1 1\
SHEET/.-', \
II I� I llf
I � I
i I l
/ 1
UT2 TO ADAMS BRANCH
\OTI MUST
V•(1LITY9%�
r
�0% o sn o 7s 1w wv
n
ti
H�BY�OU�RiI
OMTPALT QMI-GAIL CNN=
PIFPAIFD N THE 0fF10E OF'. CLIENT. STATEE OF NORT'HI�CARO p������ `�,.. ••,���,••• 05�02�06 PROJECT:
Kimley -Horn ECOSYSTEM g ENHANCEMENT rRO(N1NIY1 loPeoEEE�O`�* a� WOLF POND
a= �-f �m and Associates, Inc. ,,,L,~ �'°°� :' ` �K�`"" RESTORATION
°�.F
tlr ed v v1 d b rr ,• •9••..91 rE; . ' JCD
EJEE,.�,L,�„ °�'�r' . L ": rid - Id it '"� M- O Aw�woes - X= 1 rarm+ c+ FMC "•2e LEGENDS AND SYMBOLS M ate,. with „E_,
o'R er PFIOfrs VII-) 6T1f1000 FA7G cam) ET1�t00D ; M . e„ ' aquat m mo ft nawent the .'r-Lwn
Caprldd gdralon -d Ir,edoL.S yie, T00r DMP odjl•6n•nb mod• to npr••nt op1•trucbd wrldltlona 2 OF 15
PROFILE LEGEND
SHE
`
- - - - - - - - PROPOSED TOP OF BANK
CL OF NEW CHANNEL
EXISTING GROUND - CENTER
v LOG SILL
ROCK X -VANE
A -VANE
NOTE BOTTOM OF POOL ELEVATION PROVIDED IS DEEPEST POINT
IN
POOL AT STATION, NOT ACTUAL ELEVATION AT THE CENTERLINE.
REFER TO PLAN AND CROSS SECTIONS SHEETS FOR OFFSETS.
POOLS SHOULD BE "OVER DUG" BY V -1.5• TO ACCOUNT FOR
SEDIMENTATION.
UT2 TO ADAMS BRANCH
\OTI MUST
V•(1LITY9%�
r
�0% o sn o 7s 1w wv
n
ti
H�BY�OU�RiI
OMTPALT QMI-GAIL CNN=
PIFPAIFD N THE 0fF10E OF'. CLIENT. STATEE OF NORT'HI�CARO p������ `�,.. ••,���,••• 05�02�06 PROJECT:
Kimley -Horn ECOSYSTEM g ENHANCEMENT rRO(N1NIY1 loPeoEEE�O`�* a� WOLF POND
a= �-f �m and Associates, Inc. ,,,L,~ �'°°� :' ` �K�`"" RESTORATION
°�.F
tlr ed v v1 d b rr ,• •9••..91 rE; . ' JCD
EJEE,.�,L,�„ °�'�r' . L ": rid - Id it '"� M- O Aw�woes - X= 1 rarm+ c+ FMC "•2e LEGENDS AND SYMBOLS M ate,. with „E_,
o'R er PFIOfrs VII-) 6T1f1000 FA7G cam) ET1�t00D ; M . e„ ' aquat m mo ft nawent the .'r-Lwn
Caprldd gdralon -d Ir,edoL.S yie, T00r DMP odjl•6n•nb mod• to npr••nt op1•trucbd wrldltlona 2 OF 15

K.Wj— *wmntd\01281 = tAlll POW R M \W D— MN\4w0Vftmd Set \W— MA0010 MMAI 0
S �
c
O =
n. O
CD
U)
n
Q�
17
11-0
n
_s!0 +lo=
0
S�
888 c
�� rn
O z -0
a
` - Bum I +f
o
m m +
In
1 � x
/ I sum I I
to
\ I 1 I +
0
g o
1 ( i r < +
\ 1
l l 1 1 I O
i N
+
1 \
N
J� ( 0
1 \ i of ( \ 1
I f \ 1 I N
►' 1 +
r
/ 1 0
t - -- (+T
! 0 \ $ z
' 0
I 'r' O
I C
+ Ul
\ o
I l.0
!
z c
0 I
Ul
/
/ I /
+
cn
O
I / N v'� I 0) / O_1 +
11 /i t , / I j ♦ cp 00
c+n
O
/ +
o
\ /
�$ayeo
3 ALL py 9-` I I � +
atm• n
c
614 1
VAN - ,
I
! E
STA 200+34
Away 04 200 - 7'27= By P A i0a
200+00
-6130
6130
1''
1 1
CENTER F POOL
610.6
STA 200+40 62 !
U54
i I
6148
-
ELV -61288
614 7
STA 200+74 43
ELV =61273
6157
- -
ICENTER OF POOL
STA 200+95 50
ELV -61219
616 1
STA 202 +5800
HEAD OF RIFFLE
ELV -611 37
STA 201 +1411
I
ELV -61273
i +__
i
6161
ELV -61140
I I
STA 201 +50 I
ELV -61 Z46
1 STA I 201+79 r7u3vL
615.8
6152
613 5
ELV-61092
I
r
,
6
,
613 8
t
-1o0 9I8L0
ELV 0 9
,
614 1
VAN - ,
I
! E
STA 200+34
Away 04 200 - 7'27= By P A i0a
200+00
-6130
6130
_
- L
1 1
CENTER F POOL
610.6
STA 200+40 62 !
U54
ELV -61 Z15
i
STA 200+47 !
6148
-
ELV -61288
614 7
STA 200+74 43
ELV =61273
6157
- -
ICENTER OF POOL
STA 200+95 50
ELV -61219
616 1
STA 202 +5800
HEAD OF RIFFLE
ELV -611 37
STA 201 +1411
I
ELV -61273
i +__
i
6161
ELV -61140
I I
STA 201 +50 I
ELV -61 Z46
1 STA I 201+79 r7u3vL
615.8
6152
15J 4
I 1
HEAD OF RIFFLE ±
1 1
STA 1202+08.18
IELV.6612.36
610.6
ELF -61 Z06
ROCK CROSS VANE
U54
TOE OF RIFFLE
151
-
STA 202 +37 40
IELV
614 7
-61206
615 0
- -
15 7
STA 202 +5800
D OF RIFFLE
STA 205+0187
ELV -611 37
6158
ur mrrLL
1 1
STAL)
STA 202 +8297
610.6
ELF -61 Z06
ROCK CROSS VANE
U54
CENTER OF POOL
STA 204+80 40
STA 203+17
IELV
-
-61192 SLOPE CHANCE
614 7
CEN
STA 203+27 62
615 0
I
ELV =611 28
HEAD OF RIFFLE
D OF RIFFLE
STA 205+0187
STA 203+39 1
ELV -81191
i
614 5
JYM OF RIFFLE + - - -
STA 203+7800
614.0
ELV -61140
I I
ELV -611 64
II
_ CENTER OF POOL
STA 204+0287
613 5
ELV-61092
2 m
I
I
I
i Ci\
I \
1 �
t I i i
� I �
� I
I ' I
I
I '
I �
1
I I I
I 1
I � !
I� 1
IP !
1
� I 1
I
II ,
I
! I I
I '
i � I
I I
I I I
6135
! I
1 1
-
610.6
614.0
CENTER OF POOL
STA 204+80 40
I
-
OD
610 2
614 7
a
ELV -610 64 I
I
TF HEI
S
D OF RIFFLE
STA 205+0187
N
ELy
m
ELV -61140
I I
I
II
6143
R+ {
TOTA
I
r
,
I
j
,
613 8
-1o0 9I8L0
ELV 0 9
,
!
CENTER I I POOL
6132
STA 205+84 61
ELV -61010
HEAD OF RIFFLE
s
STA 206 +1000
IELV
I I
-610 99 1
I
6130
I
I
613.0
ROCK CROSS AN
STA 206+77
ELV -610 82 - - - -! - -- - 1-
-- - . SLOPE
CHANGE
j
6129
STA 206+87 56
�!
ELV -609 62
HEAD OF RI
I
612.3
STA 207 +08 00
IELV
I
-610 32
I I
_— —1 T —
I T,
-
611 8
STA 207+5971
,
61, 3
d"a ZRM o
g 31 611 1
D 1 I'+p=D N
+°0 6108
T F 0 I+74 74
99
207+99 01
-609 77
I i
I
LOG SILL
STA 208+35
EL V -809 37
208+5630 !
60856 1
t
tRl 53
MATCHU E SEE
0 4m
T P.
I+
I
I
Ib
II
I
I
I
I -
I
if
If
11
4
N
I �
J '
I
f
1
1 1
i
610.6
N
e
OD
610 2
a
c+n
O
STS
ELV
TF HEI
S
N
ELy
m
0
O
3
Q 15'
8'
T F 0 I+74 74
99
207+99 01
-609 77
I i
I
LOG SILL
STA 208+35
EL V -809 37
208+5630 !
60856 1
t
tRl 53
MATCHU E SEE
0 4m
T P.
I+
I
I
Ib
II
I
I
I
I -
I
if
If
11
4
N
I �
J '
I
f
1
1 1
i

K. WAL.p.*ww +mn01202W a ran Paw mwb amn4w_000eW V d Sat4o7 -QVDM PLMft dmmy 04 acoo - 7-27M ft P&Wmlb
N
MATCHUNE SEE SHEET 3
ITOE OF RIFFLE
r
g < STA 209+23 00
(p� 2 g 611 6 ELV - 608.91 i ! -
g C _ N
z P P 44 I j i
6119 - - r - - +I
CA p STA 608.01 91 '
0.V - 808.01 r ! I I J
�g m / � / \ F 611 5
STA 209+97 00 _ I
OQ `� + 611 3 ELV -608.81
rr,
z 612 0 TOE OF RIFFLE
\ 0 N STA 210+40 00
\ I b C) ELV - 608.29
m
+ , 1
6120 ' I
` 7 rn p STA 210+62.18 ! I I'
0.V -607 47 11I �'
f /
6106 HEAD
TA 210+e5 oo I r -
g� ®I x I 1/ r j 0.V - 808 29 ! I 1
g I r + 6097 i �!
p F
-- —
\W A
6100 R CROSS VANE I I r1
oo \I 1 'N N STA 211+38 I
ELV -607 83 I I
J �• a) DC�` -' �� o
1 I p --j STA 211 +64 47
z > N 0.V -607 29
$ H I -
_ ✓I O ;/ /
6105
av -6+8199
C 6103
p
TOE OF RIFFLE
1 ?7? w\ 610 2 STA 212+33 00
'Aoo w w j 0.V -607 27 j
\ 1 \ 0 6101
B � STA 212 +87 53 i I
am \ 0.V - 606.47
Ir \ 3E til \\ 6101 1 i I
FHM 1 \ O 60 STA 213+03 00
p 9 3 1- r
ELV -80717 i/ !
tn
C) O= Ir / I1 6091
STA 2I 3+50 40
CD
C 609 3 ELV -605 45
HEAD OF RIFFLE
1 to
STA 213+69 97 Y IQ
\ i
IELV -60618 -
c� �\ 1
6090 I /
1p
rx
/ D�i
\ — z K -1 / 1 i p0 6083 ELV -605 98 I w - -I
-I I
6075 7STA 214+31 07 T
- I
i -80510 I !
- CONSTRUCTED -
- Ur 6071 STA 214+55
O ELV =605 67
/ r I
� 'X � tI o P
/ I $
1 '
STA 214+90 r ELV -605 52
+ 605 1 n p
-
- r
S 607 1 0.V 15+2578 ! I
rl� ,
\ �k /J> // STA 215+4454 !
l / 00 i� // 1 $ + 607 3 0.V -60552 -
/// I r
N
;•,�afo.- 4�o9J',, �� l� � � , ` `1 / / /, / //l /// 1/, , /, /
6072 i 1 i it I
IFFLE ! I I !
+ STA 216+0000
607 5 0.V -605 OB I
O
4i +dt 1t 1 P /f+ - ✓_ ,I CENTER OF POOL
STA 216+2286 - -
s�
ELV
607 5 HEAD OF RIFFLE
- 1
STA 216 +40 94 \ i
g ' ELV - 805 06 \
ALL 1 j' �+, 6090
$ m UNDER�� p I
607.6 s vANE I I
STA 218+90 !
E V -804 75
CENTER OF OOL
O ti J �J + 608 1 STA 2117+0317 -
p 0.V - 603 95
c \y� i I !
c , I STA 217+1700
10 Q1 � ' �� � BEGIN 72 PIPE _ _ _ _UPPER - tl 0.V -804
�I 84 -
k ; STA 217+28 r -- -� - -,' - -'
Qp$ i o 8 INV IN -803 59 LOWER
L i > y !Q g ° + 607 1 END 72" PIPE
O Z ��� m< F q p INV OUT-STA 60319 L i -- I j - - -J�a
o m.
SOCK 217 +73
0 $ s _ 6056 STA 2 7 81 74 ,/o ELV -804 28
v LLRSS PP 'I JFIFLE
Z $ j 0.V - 802.94 - -- I$- STA 217+9700
+ i I�w z Do ELV =803 75
i $ 8 o MATCHLINE SEE SHEET 5
m m W m
315' S w
8

KVtM -&M. nWWW2eaM rm Paa R I V D- 0001W.aV+ -d Sal M-MUn
gq� R N
11 CID
{' ] AIgTCHUHE
$EEfT
cla
UTI
co
r
D
/ / x6♦ /
9 !
o
(1
I +
45
$ Q +
� CD
cn
XOO
o
N % \ \ 1\ ` o
+
+
z U1
I �
m \ O
cp
i " 008
0* \, `
n ♦♦ I� i III/// + +
i 8
z z
v c m P 44 g ♦; i / N r
I U31
9 � D
\ 0 O
'�a+,o ° "PO091•'; �p ♦i }I 11 �g9 rrrr N
+
ALL p�,
s
9-0
S v
g
a� z
a
J.er 04 2M - r 26 es NmMmbk
MATCHLINE SEE SHEET 4
t
> 9 ! ! ILLY -V W
~ f
CROSS VANE !
Buz u
lOV N0p1� 6+ ♦ \, J iJ ,J I
3H1 ♦ \ / i N I I
CENTER I
+p 601.5 STA 226 +07 POO
000 L I I I
O ELV - 598.31 f I
m �
♦ 11 i / / 6013
L
4
6
>i
5� �c i ili l i 1 i \I
2Gi �j 1
If ♦� // STA 226 +47.00 lid
I 6020 ELV =59925
> >y �I o
rrI
�"'$ < Q $ g ♦I °t
fQ j� STA 228+96
F�
=I 'rj�g� '^ c 00 MATCHLINE SEE SHEET 8
' 4 ,5 Y
1
i
I
1
1
1
1
i
i
i
i
1
-
6058
i
11 1
RIFFLE
f
//I f
604 1
STA 1
ELV 2803 29 —
-
-/- -Ito - -
CENTER OF
I
STA 218+90
90
I
ELV -60231
IQ j
603 5
f 1
I
l I
HEAD OF RIFFLE
1
STA 219+15 32
ELV -603 29
I
6045
- - -- -
6059
I I/
A
STA
604 2
ELV -80280
6042
STA 220+09 89
/ I
ELV -60173
I
603.2
1 1 ,
I 1
RIFFLE
7ES +44 00
I
274
6033
\ II
\I
6040
- - --
i
- - r
i
- --�1 -- - --
I I
i
6039
,
i
I 1
I
A
18 S 2-2+19
2
r
604 1
- -
t
1
I '
I
I ,
- - -- --
603 7
/I
STA 221+6317U-1
1ELV
-801 OB
602.4
I
6
RIFFLE
,
STA 222 +08 00
1
ELV -801 88
\
STA 222 +40 f
1 LOG SILL
II
ELV -60150
6036
- — ' - -_1-
- -� --
OL
STA 222+7220
f
60
ELV -600 70
I
STA 222+90 00
I
ELV -601 28
I
6033
1
,
OF RIFFLE
ITOE
STA 223+46 00
J
602 7
ELV -600 98
- -
601 2
OF POOL
ICENTER
STA 223 +8288
ELV -599 90
I
601.6
STA 224+15 86
f
I
6024
ELV -600 88
j
1\
ITOE OF I
STA 224+44.00
1
603 0
ELV -600 81
073—
CENTER OF POOL
I ' �
STA 224+87 24
IELV
I
I i
60 4
1 -�-
!
I
1
t
> 9 ! ! ILLY -V W
~ f
CROSS VANE !
Buz u
lOV N0p1� 6+ ♦ \, J iJ ,J I
3H1 ♦ \ / i N I I
CENTER I
+p 601.5 STA 226 +07 POO
000 L I I I
O ELV - 598.31 f I
m �
♦ 11 i / / 6013
L
4
6
>i
5� �c i ili l i 1 i \I
2Gi �j 1
If ♦� // STA 226 +47.00 lid
I 6020 ELV =59925
> >y �I o
rrI
�"'$ < Q $ g ♦I °t
fQ j� STA 228+96
F�
=I 'rj�g� '^ c 00 MATCHLINE SEE SHEET 8
' 4 ,5 Y
1
i
I
1
1
1
1
i
i
i
i
1

4�
N
® CONSTRUCTED RIFFLE
1 l LOG SILL
LOG VANE
© VERNAL POOL
SURVEY LEGEND
PROPERTY LINE
MAJOR CONTOURS
MINOR CONTOURS
STREAM CENTERLINE
rWYY'V'YY TREET.INE
wl I
I '
804 � I __ T_ -_ __ 604
VIII WI
,
- - -- - - � - -- - - - - - r- - -- - - FLOW - - -- — - -j - - -i - - - -�- - -- - - � � � - - - - - -- -�
Fn SLOPEm0004$
r
- -- T - -- r - - -
600 - --
I
i7i I �`SIOPEm00p4ML - - - -- ��800
i
Z I �SLO?E�O003
- -- -- - -- -- - -� i r _ 1� 0.0031
_
U�
596 2 -- — — - — - - - -- + -- — -11596
i
i
PROFILE LEGEND 592 I i4 g - - - P n -- n - O - p fp ---592
C4 ron �O� N C4 of G 1p T dg
NOTE. BOTTOM OF POOL ELEVATION M n rc m on a ro n m m n I: Egg PROPOSED TOP OF BANK PROVIDED IS DEEPEST POINT IN + n ao m { 1 � n I vi t w j W m Ct in
OF NEW CHANNEL
ELEVATION AT TIME NCENTI3MUNE 1 a `� -
EXISTING GROUND-CENTER REFER TO PLAN AND CROSS s> a>
00 LOG SILL SECTIONS SHEETS FOR OFFSETS i-n d x �n d and ai d v~i d o an d aid x ai d t i d aid q
POOLS SHOULD BE 'OVER DUG' BY
ROCK X -VANE V TO ACCOUNT FOR SEDIMENTATION
in
A -VANE N N m iA N N 0 0) t Of M
N N O O 0) Of W t0 0 O
O O O O O 0 O O W Of W 0) (M 00
0 t0 t0 t0 t0 t0 t0 In to to to to LO
227 +00 227 +50 228 +00 228 +50 229 +00 229 +50 230 +00
i
+p0
-�, _ �' '� w ,n � � • mow- � �,_ _,� * 't' �r.
\
\
\
r
sv o is so ear
\OA MUSTp�,�
Off.
as o is x m
O
-j LOU, �=
ym
n
BERMYOUMM
CxRTPACr 0N5-C mLCzW=
PFMPMED N ,W W= an CLIENT STATE OF NORII-I CAHOLNA -a/02/08 PRO PROJECT
Kimley -Horn CX a STEM ENFiANC 4T F"R( AM ga " °y = � WOLF POND
e fQQ� �� \q c 012820006
v ��
'°`' and Associates, Inc.
TITLE (App PLAN AND ; F�eE03, �` RESTORATION JCD
°d m"�t°1 '°Ma e�ae a ie�mom b°iwrY gem ma Mo it PAl BOX 850 - i1ALM M, NWM CAROLNA D�ODBa p c Nye
W AsdAm tie.. 2WO r PFIOl6 477�1A00
FAX a+IBi 477 -'LARD PRORL E M DNP � nfe maas�o oonstruetsd d OF 6
LEGEND
PROPOSED BANK FULL
ROCK CROSS VANE
10+00
PROPOSED CREEK
PERMANENT CONSERVATION
ROCK A -VANE
EASEMENT
®
CHANNEL BLOCK
® ROCK VANE
P -77)
CHANNEL BACKFILL
I=f ROOT WAD
® CONSTRUCTED RIFFLE
1 l LOG SILL
LOG VANE
© VERNAL POOL
SURVEY LEGEND
PROPERTY LINE
MAJOR CONTOURS
MINOR CONTOURS
STREAM CENTERLINE
rWYY'V'YY TREET.INE
wl I
I '
804 � I __ T_ -_ __ 604
VIII WI
,
- - -- - - � - -- - - - - - r- - -- - - FLOW - - -- — - -j - - -i - - - -�- - -- - - � � � - - - - - -- -�
Fn SLOPEm0004$
r
- -- T - -- r - - -
600 - --
I
i7i I �`SIOPEm00p4ML - - - -- ��800
i
Z I �SLO?E�O003
- -- -- - -- -- - -� i r _ 1� 0.0031
_
U�
596 2 -- — — - — - - - -- + -- — -11596
i
i
PROFILE LEGEND 592 I i4 g - - - P n -- n - O - p fp ---592
C4 ron �O� N C4 of G 1p T dg
NOTE. BOTTOM OF POOL ELEVATION M n rc m on a ro n m m n I: Egg PROPOSED TOP OF BANK PROVIDED IS DEEPEST POINT IN + n ao m { 1 � n I vi t w j W m Ct in
OF NEW CHANNEL
ELEVATION AT TIME NCENTI3MUNE 1 a `� -
EXISTING GROUND-CENTER REFER TO PLAN AND CROSS s> a>
00 LOG SILL SECTIONS SHEETS FOR OFFSETS i-n d x �n d and ai d v~i d o an d aid x ai d t i d aid q
POOLS SHOULD BE 'OVER DUG' BY
ROCK X -VANE V TO ACCOUNT FOR SEDIMENTATION
in
A -VANE N N m iA N N 0 0) t Of M
N N O O 0) Of W t0 0 O
O O O O O 0 O O W Of W 0) (M 00
0 t0 t0 t0 t0 t0 t0 In to to to to LO
227 +00 227 +50 228 +00 228 +50 229 +00 229 +50 230 +00
i
+p0
-�, _ �' '� w ,n � � • mow- � �,_ _,� * 't' �r.
\
\
\
r
sv o is so ear
\OA MUSTp�,�
Off.
as o is x m
O
-j LOU, �=
ym
n
BERMYOUMM
CxRTPACr 0N5-C mLCzW=
PFMPMED N ,W W= an CLIENT STATE OF NORII-I CAHOLNA -a/02/08 PRO PROJECT
Kimley -Horn CX a STEM ENFiANC 4T F"R( AM ga " °y = � WOLF POND
e fQQ� �� \q c 012820006
v ��
'°`' and Associates, Inc.
TITLE (App PLAN AND ; F�eE03, �` RESTORATION JCD
°d m"�t°1 '°Ma e�ae a ie�mom b°iwrY gem ma Mo it PAl BOX 850 - i1ALM M, NWM CAROLNA D�ODBa p c Nye
W AsdAm tie.. 2WO r PFIOl6 477�1A00
FAX a+IBi 477 -'LARD PRORL E M DNP � nfe maas�o oonstruetsd d OF 6

Kyu X.twwwAd\m2l2o a rm Pow VDO -000 V"Vtowd S@t \0&-W-40W PLmAo
\ i • I, l 1 8 //
622.6
i x =
• i i i I •\ /1 // \ \ I g + 6234
! • i 1• .,! \ 1 P 0 6230
3' • / , I F —
\
_ r ° 6221
• , ,� / I / x� I m
' ' • / W \ � o
/ I /81 1 . Ada Z °
A `• ` / / ! Q Sao
• • • \i I6 9$�e 621 5 -
m$�I� O
2: Y-+ 1 + 621.4
' , • ; • 1 • P 1, \\ \ � �� QN to
I • ` >`� �_> 621 6
/ 1 8 + 621 6
• \ /
-. _' •� \ �, , / 620.8
�I -
IN
/ 619.9
\ N
co
6196
Z
\ -n
Z` ►\ w 6194
1
618.8
Q
CD 2 2 \
cl, P P \ \\, \ \ + 6182
F 7t x 1 \ \ \ �1 \ 6179
CD
°P. 6176
i
\ - -
Q 8182
cUl
1
I/ ! + 6154
CA
0 I i 1 ''/ i
C 8151
111
l+ 6147
6147
♦` / / \ \ to 6138
scj� �p `»1 -_ ♦/ / / / ,/ ! t / / \ � 6122 --
T ♦ / i _ +�. i , \ + 6132
$ ALL
UWER
ipp
lOV NO \\'
3338 � 3H1 Ol
q
V O LL
a $
JrAwy 04 70M - 7T21ae 839 Pm*r s
N to p +
-
i ROCK CROSS VANE I
STA 100+15 I
0.V _818.00 _
CENTER OF POOL - --
STA 100+29 j I
ELV _617 34
HEAD OF RIM E
STA 100+44 00
ELV =617 75
I
TOE OF RIFFLE I I
STA 100+71 00
CENTER OF POOL 0.V -61759
STA 100+81 I
ELV _617 02 I p
HEAD OF RIFFLE I j
STA 100+9100 -
ELV _617 47 I I r
i
I TOE OF RIFFLE j 1
i ---r-- _ STA 101+2400 -
CENTER PODL ELV -617 28
STA 101138 i it
ELV -616 70 I 1 I
HEAD OF RIFFLE I
STA 101 +51 00 II
ELV-61712
f 1
CENTER OF POOL I ,
STA 102 +00 I --
ELV -616 33 I l
HEAD OF RIFFLE
STA 102 +1600
ELV =816 74 I I
J I OF RIFFLE
CENTER OF POOL i �; S 102+4700
STA 102+53 I , _81858
ELV _ 616 02 I I H AD OF RIFFLE
_ A 102+60 00
STA 102+78 j I V _818 49
0.V =81841 -- `-- - -; - -- -
HEAD OF RIFFLE SLOPE 04ANGEI TER POOL
STA 102 +9200 A 102+85
ELV _815 79 i I 1 V _81533
- I
I
I
TOE OF RIFFLE
TA 103+23 0
V -615 0
i
CENTER OF POOL
STA 103+43
0.V -615 02
, Y
HEAD OF RIFFLE
STA 103+65 00
0.V - 615,33
1 I TOE OF RIFFLE
STA 103+87 00
CENTER OF POOL I I 0.V =61519
STA 103+97 _ l � � i
ELV _814.63
HEAD OF RIFFLE
STA 104+0800
ELV -61506 _ I
i A -VAN I I I
STA 104+48 t I'
ELV -81485 _ _ _I
CENTER OF POOL
STA 104+62 r
0.V _61379
I ,
HEAD O�RIFFLE
STA 100.V -61 I�
I TOE OF RIFFLE
STA 105 +08 00
CENTER OF POOL ELV-61&93
STA 105+21 I
0.V - 813.35 I
I i HEAD OF RIFFLE
I STA 105+35 00
I � i i 0.V _813 78
STA 105+52 =-- -i9UWE CHANGE
ELV _61265
CENTER OF POOL / I
STA 105+70 24 HEAD OF RIFFLE
/
0.V -81211 - - -� STA 105+74 80
_61248
ME OF RIFFLE
I �
I ?
I
i I I STA 106+1122
1 I ELV -81221
CENTER OF POOL I f
STA 106 +30 HEAD OF RIFFLE
0.V =811 57 I STA 106+3900
LOG SILL
I/
STA 108+87
1/
ELV -611 80 I 1 'CENTER OF POOL
HEAD OF RIFFLE STA 106+79
STA + 6 ELV-611 2t
ELV _611 65 ! l � I
TOE OF RIFFLE
STA 107+06 00
CENTER OFSPOOL i I ELV =611 51
STA 107+1
0.V -610 95 1 HEAD OF RIFFLE
STA 107 +25 00 -
1 I \ 0.V -611 37
STA 107 +40 IIh
ELV -61129 i mi
CENTER OF POOL I of
STA 107 +63 I 8
0.V -610 63
HEAD OF RIFFLE
STA 107+8500 1
0.V _8,0 92
{ 1 / —ENE]
RIFFLE l
STA 108+0200 + -
0.V -610 80
CENTER OF POOL I ,
STA 108+16 1
ELV _810 20 I HEAD WRIFFLE STA 1ELV -
II I
\ _ - SLOPE CHANGE I - -
MATCHUNE SEE SHEET 8
O N N
m N ai O �
' 1 11555
/ ' I
I
+
6148
9T1
1 I
i
I
6145
i1v 11
1
0°0
+
6131
m
�
r
♦
♦ � \
\
'+o°0
+
6124
23
\
Ito
m
pp
JrAwy 04 70M - 7T21ae 839 Pm*r s
N to p +
-
i ROCK CROSS VANE I
STA 100+15 I
0.V _818.00 _
CENTER OF POOL - --
STA 100+29 j I
ELV _617 34
HEAD OF RIM E
STA 100+44 00
ELV =617 75
I
TOE OF RIFFLE I I
STA 100+71 00
CENTER OF POOL 0.V -61759
STA 100+81 I
ELV _617 02 I p
HEAD OF RIFFLE I j
STA 100+9100 -
ELV _617 47 I I r
i
I TOE OF RIFFLE j 1
i ---r-- _ STA 101+2400 -
CENTER PODL ELV -617 28
STA 101138 i it
ELV -616 70 I 1 I
HEAD OF RIFFLE I
STA 101 +51 00 II
ELV-61712
f 1
CENTER OF POOL I ,
STA 102 +00 I --
ELV -616 33 I l
HEAD OF RIFFLE
STA 102 +1600
ELV =816 74 I I
J I OF RIFFLE
CENTER OF POOL i �; S 102+4700
STA 102+53 I , _81858
ELV _ 616 02 I I H AD OF RIFFLE
_ A 102+60 00
STA 102+78 j I V _818 49
0.V =81841 -- `-- - -; - -- -
HEAD OF RIFFLE SLOPE 04ANGEI TER POOL
STA 102 +9200 A 102+85
ELV _815 79 i I 1 V _81533
- I
I
I
TOE OF RIFFLE
TA 103+23 0
V -615 0
i
CENTER OF POOL
STA 103+43
0.V -615 02
, Y
HEAD OF RIFFLE
STA 103+65 00
0.V - 615,33
1 I TOE OF RIFFLE
STA 103+87 00
CENTER OF POOL I I 0.V =61519
STA 103+97 _ l � � i
ELV _814.63
HEAD OF RIFFLE
STA 104+0800
ELV -61506 _ I
i A -VAN I I I
STA 104+48 t I'
ELV -81485 _ _ _I
CENTER OF POOL
STA 104+62 r
0.V _61379
I ,
HEAD O�RIFFLE
STA 100.V -61 I�
I TOE OF RIFFLE
STA 105 +08 00
CENTER OF POOL ELV-61&93
STA 105+21 I
0.V - 813.35 I
I i HEAD OF RIFFLE
I STA 105+35 00
I � i i 0.V _813 78
STA 105+52 =-- -i9UWE CHANGE
ELV _61265
CENTER OF POOL / I
STA 105+70 24 HEAD OF RIFFLE
/
0.V -81211 - - -� STA 105+74 80
_61248
ME OF RIFFLE
I �
I ?
I
i I I STA 106+1122
1 I ELV -81221
CENTER OF POOL I f
STA 106 +30 HEAD OF RIFFLE
0.V =811 57 I STA 106+3900
LOG SILL
I/
STA 108+87
1/
ELV -611 80 I 1 'CENTER OF POOL
HEAD OF RIFFLE STA 106+79
STA + 6 ELV-611 2t
ELV _611 65 ! l � I
TOE OF RIFFLE
STA 107+06 00
CENTER OFSPOOL i I ELV =611 51
STA 107+1
0.V -610 95 1 HEAD OF RIFFLE
STA 107 +25 00 -
1 I \ 0.V -611 37
STA 107 +40 IIh
ELV -61129 i mi
CENTER OF POOL I of
STA 107 +63 I 8
0.V -610 63
HEAD OF RIFFLE
STA 107+8500 1
0.V _8,0 92
{ 1 / —ENE]
RIFFLE l
STA 108+0200 + -
0.V -610 80
CENTER OF POOL I ,
STA 108+16 1
ELV _810 20 I HEAD WRIFFLE STA 1ELV -
II I
\ _ - SLOPE CHANGE I - -
MATCHUNE SEE SHEET 8
O N N
m N ai O �
' 1 11555

K.yAL_pm mvnmvbdW2e2m •eM Pw4 RaaenmVDD_0Wl%4d"V+.wd S.eV&-WA1Q RALdwo
+wavy 04 Z= - 72k m Bx N&MY S
0 Bun IN
z g$
g m D �4 m = m
zrn
Q
F Y c
g N
$e / �I % / \• �� a m - _ MATCHLINE SEE SHEET 7 - LOG SILL
STA 108+50 I I I I
9 ' ! i / / ♦ < s J X610 44
612.5 I dN�OF 6G9 74
LV
JOB+-
` g < o HEAD OF RIFFLE
610.8 STA 108+92.00 Iv
l / \ ++ - t ELV -61012 -
1 l ; S ♦` m 8 ; A-VANE 11
/ STA 109+18 --
ELV -61000 + _ i j SLOPE CHANGE
tl / / ♦ CENTER OF POOL
� ♦ o STA 109+42
+ ELV. =808 34
1 1 O 1 mi RIFFLEs11 5 �aio�
1 `♦ O 6108 l I I TOE OF RIFFLE
1 + I STA 110+00 00
3 I 1 l O CENTER POOL ELV - 808.52
/ \ O
1 � STA 110+17 %l�
+,V -6 07 93 J to
_
STTAAD110+33
ELV - 808 35 I 1
O 6106 I' _ 1
J 1 I \ \ + - ROCK A -VANE C F t T
; STA 110+50 I
]ROCK
-81 08.26
Q _ / CENTER OF POOL / SLOPE CHANGE
6101 STA 110+80 r !
ELV =806 80
HEAD OF RIFFLE
/ / J STA 110+98 02 - - I - -- - -
608 9 IIELV= A07 07
f 1 / O 1 III -
1 ) l C 1 i/ i STA 111+25
7 I ELV -607 00 ' 1 < i
CENTER OF POOL !
STA 111+40 - -- -
r ELV -sae 51
6081
p HEAD OF RIFFLE 1 _
11 / ; HEAD
STA 111 +5500 I
> / O I ELV -606 84 jl
CD
/ / 1
(n / I E OF RIFFLE
`C / / / N ME 111+76 00
O = / �/ / / ,0 f! I ELV -808 72
/
/ r y I ICENTER aF POOL / n I ro 608 0 STA 111+95 ++ ELV -60618
CD
STA 112+15
6093 I 111 1 i ELV =80859
STA 112 +35 !
ELV -606 52
+ CENTER OF POOL + 1
N i STA 112 +54
/ / / I /' f / O ELV -808 00 IJ7HEAD of RIFFLE STA 112 +67 97 609.2 i ELV -606 38 ;
TOE OF RIFFLE
STA
/// 6083 I ! ELV- 8033097
/ � + _ I
t �
CENTER OF PO I j
A 113+12
6081
ELV -eos 7> OL !
LJ 6s ": li j / I y HEAD OF RIFFLE l -
,� / H $ // ` ! STA 113+35 97
� / r _ _ � ,ELV -60611
60 5 f i 1 ELV STA -808 2
CENTER 0PODL
STA t ELV -605 48 - - - -- I - i BEGIN 42 RC -t
Z / r- -L- STA 113+8125
Q I Kr , 1 / I INV IN -60494 j
6082 I ! I II !
T
O i END 42 RCP I II T
STA 114+13 -j--
i INV OUT -60481 I
/ I ROCK CROSS VANE
1 �
1 j ELV 80573
6071 HEAD OF RIFFLE ; l
9
S ai'� +� P• °s = I + STA 114+50 00 1 l -
ro Kn ELV -605 66 I i
O ! EVELMS RIFFLE
- s m�, B o p a e `- _ � � ♦ � 1, � � i 1 i 1 4+82.71 ' 0561
iT i�• c �O�x 609 1 CENTER 0� POOL L
STA ELV -805 07 j� 1
3 0 QI HEAD OF DI II0 608 5 STA 1 OF + a ELV - 805 + 1011-
ti O j
I
v ALL p�, x
8 'a DER "K4� ` x
6078 i STA 115+26
IELV -605 35 I CENTER OF POOL
3 �$
I STA 115+39
3 0 r° O1 607.5 ELV -804 80 !
•it / + HEAD OF RIFFLE - I
(Irl 115+
O JELV-
6071
c lov 1 �o
C pl {� $ ( I 4 , STA 115+8
3H1 1
s$� i i I I ,ELV =80515 i
(9 rn 6073 TIE TO UT2 TO I ! I
; - _ ADAMSBRANCH rn 6
0 ,
g N
p 4 4
it
2
61 $ S Q 1'5. 7 �.

F
s4
POOL
RIFFLE SLOPES
BEGIN STA
END STA
RiFflIMPE
100 +00
116 +08
00151
200 +00
217 +28
00123
217 +28
230 +32
00151
TYPICAL ILOCATIONS) ON OF TOP OF
=yy CROSS VEE PROFILE
BANKFI/LL SHEETS TO SW -8 FOR
SLOPE PER PROFILE SPECIFIC
AW
IFFLE si nom
PER PROFILE
=ETS 3 -8 p 00 F TO
pFR
P4g.
LENGTH PER PI
SHEETS 3-
TYPICAL PROFLE OF RrFLEJP00I, 3EClUBVCE
NTS
AS
REQ'D 1 5 O'MIN
RIFFLE
10 4' 5 O'MIN
86'
4 6' 1
3 1 06 01 08'
10'—{ T
UT1 RIFFLE
STA 100+00 TO W+08
AS
REWD
—31
TYPICAL PLAN VIEW SCHEMATIC
NTS
NOTES AS
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL R Q p 5 O'MIN 15 2' 5 O'MIN REQ'D
DIMENSIONS OF THE CHANNEL FINAL GRADING WILL GIVE
THE CHANNEL A MORE 'NATURAL' APPEARANCE AND ALLOW
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL
3 201 20' 01 1
ALL EXISTING GROUND REPRESENTATIONS ARE APPROXIMATE 0 4'
3 1 8:1 1 6'
*NOTE. 2
ALL POOL DEPTHS SHOULD BE OVER DUG BY 1' TO ACCOUNT FOR SEDIMENT 0 4'
STA 100+00 TO 116+08
CLIENT nJ,,,JU„ ro / PROJECT
°'�°"�' "'� °" °�' STATE OF NORTH CAROLINA 05 z WOLF POND
Klmley -Horn ECOSYSTEM ENwvvc�l
EMr PROC M
�v` S M21AM SAM RESTORAl10N
FIRM a CA! �.� �� and Associates, Inc. "'L� TYPICAL CROSS t FDe0aa0 JK
ad eoaciad°1 °laNiamou� and bl ^ a f0i P O 9O7L S90n - FIAL8CM1 N OFIIH CAM I" 27OMPO 00 ' ° .001 NEE Qp� c JCO
Ni,Mr Ilan ad llsedola ne. 10GN Pi•1016 0 W7 -�000 I�►�a aaoz an SEC110NS "' P ,"° '°� °�hips �"�"'+ "'• °",••�„"°" �°,• •"" ,�` • •"�
gJN. ,,,,,, edpeb muse to nprew�t uoneWeW cmditlom. OF

8
%E;_ T)
�\ t t / ��o;X ° °xega t ;9� gam,, \ \ \ i I 1 \ ♦♦
\
AID
-vim
' `,' f/ / \\ � \\ \\ �\ \\\\ x%,9_,�� °tea °° ti -M "ti � °� r.,k °a °� ° ° °o°h ` ♦ \\ �♦
\ � � \ '/ /// // ''I_ "� 1\ � \\ \�._.� � � -�� \\ ♦ \\ \�\\\ ��5�`��. / ° � � '��,,� `"ti+_ �,,�' ° °°LC\ °ooL�° °�o� °','� \ ♦ �\ —'ice
/ z/
/ \ I
� .'
y ✓ 1 / -"` \\ \ 1 J / l / l l � ♦\. \\ \\ °D'c o �"��'onnc`.oV \ \ \\ � ° °n'O oo�a`'
LEGEND PLANTING LEGEND SURVEY LEGEND
_ rF
1Wa1 PROPOSED BANK FULL ROCK CROSS VANE LOG SILL ZONE 1 0 MAJOR CONTOURS o �o eor o W e0 12W
—}— PROPOSED CREEK bAB ZONE 2 © MINOR CONTOURS D
PERMANENT CONSERVATION ROCK A -VANE / ZONE 3 0 o STREAM CENTERLINE ti
EASEMENT llroroll LOG VANE Y TREELINE
® CHANNEL BLOCK ® ROCK VANE (JJJ/`�` ZONE 4 v v o v
® CHANNEL BACKFILL ROOT WAD `© VERNAL POOL ZONE 5 WaACi LORCM
CONSTRUCTED RIFFLE 1-800 - 632 -4M
NWN® N TLC am as CLIENT ,..•N " ........ 05/02/08 PROJECT
ECOSYSTEM " �
Kimley -Horn ENT WOLF POND
�'• �, FESE j ♦ y �;
�re� d�it9 012820008
and Associates Inc.
TITLE. ° 0M �1 z �K STREAM RE3TORAl1ON
rrr. w nvene wn erwr ee a ®ee 1
,�'� �. NWM CARM NU► MW-000 PLANTING PLAN
CQ �b I-�ffi 077?A00 FiA><I W'� 80'l X6'0 Q.� OMP adpehnede made to npraeant eanetruebd R 1) OF >)6
N M The record draetrge represent the oaaetruotbn plaro eMh ��

\ \ '`J•°�°rt°4r°. F.,
c c °°oJ } o °c000 ° °h�°-ooaob
`-
♦\ \\ � \\ \ \ \\ \ \ \ \ SII f a °,. '� ; °, °„AGO °`�' °,.� \ �� ��
♦ \ ♦ S" \ \ \ \ \\ 1 11 \V / 1 � �o°'cd`J�`� °G�=o'o;';�'o'o° �� �-. °�f°�'^�G°, °o °o °o `\
PROPOSED BANK FULL
1N1Y00
--j-- PROPOSED C EETN
PERMANEM CONSERVATION
EASEMENT
ZONE 1
ZONE 2
ZONE 3 0 0
ZONE 4 vovv
ZONE 5
LEGEND
ROCK CROSS VANE
LOG SILL
4
ROC( A -VANE
®
ROCK VANE
/.� LOG VANE
ROOT WAD
© VERNAL POOL
SURVEY LEGEND
PROPERTY LINE
MAJOR CONTOURS
MINOR CONTOURS
STREAM CENTERLINE
/WWWY TREELINE
\� \\ `\ \\ \ `\ ♦ \ \ \I 1 / \ ' ,' o ,9�8g2g °g° # %0�y
cop
�of/ A.f r
00+01Z E'��
�- -- � -- -- -- -- 1\ �o ° °' °� z.°r, \ °�ii��O'_ °'� •� '+ 00+01Z
♦\ ` \ \\ \ \ \\ \ \ \\ 610 —
\ \ \ \\ \ \ \ \`\
\\ \ \ \\ ---------- - - - - -- —
\\ \\_ ,__
S \a+ MUST
rn
1 Ycpul I
To
\ ( G b
MATCHLJNE SEE MEET 11 ev o av w tm
FW,,W „ „W aster M CLIENT �
A
CAROLINA CRp /G2�Ge PROJECT
STATE OF NORTH
1 Kimley -Horn EroSYSr ENwr PROCIRANI 20006 WOLF POND
I and Associates, Inc. ,T� =;4�030000 �K STREAM ��TO�`T1ON
RALS t Nonni 0AFKX KA X8010 PLANTING PLAN .FR Q �,., � w .I6�
i M ,M .� N,a
COPW p++.rl -.N A®dot.. ma M PFIOf6 CiIB) QJ7 -YODO I"WAD W7 -MM - -- DMP cepsma�b maa. Ro rapra.enN cansweaa oonmtbna 12 OF 16

�W 4�
�llee+la— ov► 1 �� p— all
dN17so-
,,,,.,.
N
,4 ',
N`�d JNLLN�d'ld
ODO�LLY 911Id 0003 -LLa ceeo 911�FId
Yli IOUIIO If11ilON f�I1R! - eoose tone �d
g= -� FM " ;:� —: M wv��
vW m�m� pea�n wpm
i� Ym �W p -C9�04 +eMs p w �sold
NOLLVIO.WBU wVMLLS
>,1
eoO=
�. =
l ��rr
d \�o; {o
u
'out `saleioossy pug
s 3NOZ
a e e s
4NOd dIOM
a
►�o
'.,�� rra,.ao,,•
M61DOWd 1 NVHN3 MISJ�S003
uJOH-AalluIN
0 0
£ 3NOZ
3NVA 001 /J
3NVA -V X=
1N3K3SV3
NOLLVAKENOO 1N3WFMd
©
Z 3NOZ
/
�aVa „N ”
"
VNrKWO Hi" dO 31V1S iw3ro
P =10 au
r MM.MM
L 3NOZ
-nS 00l 3NVA W MO MOOM
>
TrW *M a3SOdOMd
aowr
6r6 0�l
LIMO- swdmi"
IOftiai=ZIDM
r Y5 Qr
A.11
ism VWO
3NrMN1 �J
3NnM3LfM I -l=
SMrlOOW MONIN
sara1N00 MOPVA
3Nn uM3doMd
ONM31 k3AHns
—
! Y
ZI 133HS 33S 3NnHayW
nos mlanwsra0
04
10 1VNM3A © OVM 10011
TLMVB -OMHO
s 3NOZ
a e e s
; 3NO2
\ 3NVA )KIOM
N0018 l3PMHO
0 0
£ 3NOZ
3NVA 001 /J
3NVA -V X=
1N3K3SV3
NOLLVAKENOO 1N3WFMd
©
Z 3NOZ
)MHO 0 WdOLd .5
—�
L 3NOZ
-nS 00l 3NVA W MO MOOM
>
TrW *M a3SOdOMd
aowr
ZI 133HS 33S 3NnHayW
"7
10.
\ \•i/
/ Z /._ -•���
o°a ° °o °° *
�-"-
oll Gao�
•,
/ //�
--
IZ
— rni
/ / / r � � ° lcooc° p °.� �.✓ \ r' ^QfGC °,, v _ °��oc`rc'°w "� \ \ / t t f^ -- -�-
/
�dl
/ I m rn
/ � � / c ° ^°oo���> ° "GO °° / F � i 1 k °rYt'^6,°o�c',�o'oco° o „<r'O --- --- --- � \ \ / / .✓ � r
_ � ! �
�_�---- - - - - -- — � \ � { 1B '�QU � F
\�\
/ / / �ceo�o °�' °o °o o °° \ � �/� ✓ �aoo�� ° °r,o''rPv� °° \ \ \ \ _ �f °o`_'o °u',;�;o °o•,`_'s ° °`c'no f- � 'X x �' �
ice �
- -- - - - -
°°°°n
/ f w � c0000 ..r• /` r� .,n ° ° ° "y ^n' Jc °ri'" � / \'` t
' e? oc ° ° ! ; °°,° °arc �c °a� c d _'c' "r ° °'''� ° ° °`O °U� f i � � I � \ \• \\.� - \~ \1
a °oa'o° "OAF
---- -------
8

=;—. vwo uo IW=Jdw w � a -�Kvo dlra '�
ate. 4ae b wa 1 �oe+V P— 41 ,,�� a B �+ 090E -LN a V offlaIr9 Wllaq 1 M1- A ( )L06'O'd You[ '04 +werow wo war es i�uRaaf
ao , 0 090�L1s1(aeD mu OoaS -l!a (aleD 9i01id p
° a :�� y'•., Ned JNLLNVId �� °m . o '� �_
�,/�� 1/�1�,,/�� 1' � ? r !� yl p'� W �D W Ia1M iYa iC01a s91'1111
NOLLVIOISBI "VBUW x' 1aao o ?_ LL •�/ul `sa��ioossy pug
GNOd =I-IOM >a> �a %,-A. oar : rro w� uaoH -� GIWIN ijmm::
a�wo ''si" its3s.ao�,.
1031029 /zo/so "'0 "va, "' ' VNnOUVO HI ON d0 31V1S 1N3ro UD M+o i
616W-980•00111-I 31:5R1 a3LOnamoo
luu[1MTTV.WIMJ.IVJ=
MMMLSODAM S 3NO2 loud 1dNa3A aVM la0a TLwvo 13Nmvo
\
U e e e e 4 3NOZ 3NVA om ) 3NVA Mooa N IS -13NNVHD
ADD
o o
3Ni'Ia3LN3J MN3a1S f 3NOZ / 3NVA-tl )oOa NOLLVAa3SNOO 1N3NV1pf3d
�3A�g SanOINOO aoNIN © Z 3h= %ice a3SOdoad 3 �-
asi m ac o FY o °�T �doad l 3NOZ 1115 Ool 00+01
7"Lpp 3MIn SSOao WJOa TIM MNtle a
y
d 1111�1� N3931 A3nans J GN3031
1srm
n
- -- �' -� - - -- ' - -- '` _/ / /• t 1 r 1 1 i'- _ -,',, \ \�'- i � - - -__ - - °�., ``'_ -..mow --_- -� _ �'/ / > / / /''-- -� \ \ � \\\�
1 is -_,__.,,_..._...-
--
/
I / / _ / / c °�.', °0 4 ° ^ °�' �� ° - x °°n?:o'�; ;' °r �,. ,. �a°c %a �'° °'O ,- , <•�„fi�_cc °o, _ _ J /+pe. _ °�--_
1 �% // / / // I/ l— '-- --_• -. ,,,- x t'` " ..°o`'°ao�o'n �a'O`n� °L�' .... ,� f ^� � ,_ ,... — ik s °Y. "x � ,,;.'L°,'9"'ova"'a'`' -� °`" ° .,° _.�„4, ° � o'a��ti2.?:.�,ny�' ° °�� -0..'..
y � ^ a� pv�,.cL °°noe" °or°ocec c °` •r'r # . 'S x''�....«. � -_
Z j 4 11,60
s-
w
1 ,F
1
r _
't x
Ei FOo
°
J----------------------------------- ..._ -_
o ° °c
I
S

jp vugt�puoo p0y0ng0um �ummxmj of OR- qu00A OD •..uun, t
91 �wr 411 0u0p u01i0�40u00 041 t 0bgwry P�000� 041 dw0 N YOW; 'ml Pm 0a)
o +a q i J, Y�sew YItpW9 mum $MErM✓E! - OR= k08 Ord iu� pn 0mn0 "gYe00i'�W q 4m "viv14 �1 � W�00upy m m yuq� q �Pd
mpm� ,�,� a, b Nlnd JNLLM�d �--
�,+ �o: •out `sa�sioossy pus ar®m u0�arm �
NOLLVIOlS3U Wb3H1S [:2
°
nvum rfa aNOd QOM UaOH-AG WIN
n31'OSd /zo /so -, a va iN3ra co o au
\ / ���� � / � _ �° ooh °�'�o� °°r opJO °�•
1 1 1 j /�«�� // ��� °c °•.c��r�c °o� `� \� �c, o }� °o ° °Gry�, ° ° °° // /i S�I
! 1
9 3NOZ
asaa
* 3NOZ
3Nn33a1 it
3Nna3 tIV3S15 O O £ 3NOZ
1N30
saflolNOO MONO1 © z 3NOZ ! I i ! 1 ; °O�° t r
sanO1NOO aorvrt
3Nn u)t3dDSd 0 t 3NOZ
Q 3J ONLLRVla
ot
food -WNM © WM 100a 7UWV8 -13NNVHO 101+9O
MOO-M -13NNVNO
3NVA o0� )� 3NVA Moos
1N31'13SV3
3NVA -V MOOS NOLLVA113SNOO lN3NVVQBd °� °°�°°'' , u' °° '° / - • /- 1 — -
i
)MW a3SOdoSd A
-nS OM =` =- �s -�
/// 3NVA SSOSO MOOa � llfli MNVB 035od0ad ��� �fi°ndy''� 000 °°� °"% °o° ^ x ' ; /
Y °° i I
--'---- -- -- - ----
S

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Appendix B - MY4 Survey
Figure B 1 - Wolf Pond Reach 1
Figure B 2 - Wolf Pond Reach 2
Figure B 3 - Wolf Pond Reach 3
EEP Project #D 06054 -B 17

LEGEND
- - -- DESIGN TOP OF BANK
MONITORING ALIGNMENT (ALL YEARS)
2008 (MY1) THALWEG
2008 (MY1) TOP OF BANK
-- – 2009 (MY2) THALWEG
2009 (MY2) TOP OF BANK
2010 (MY3) THALWEG
2010 (MY3) TOP OF BANK /-
2011 (MY4) THALWEG
- 2011 (MY4) TOP OF BANK
2012 (MY5) TOP OF BANK
2012 (MY5) THALWEG
EASEMENT
/ WP R3 RXS -1
/ STA:202 +66
ell
/
•.,
/ -
WP R3 PXS -1
( r STA:209 +96 /
ULPP
i
DIRECTION
OF FLOW
w
F
a
0
z
0
0
z
0
z
z
31-
z ?
oz
m��
� N
Q � Z
v U Z ((D
a
agog
Q�
w
030
O z
m
FILENAME
WOLFPOND.DWG
SHEET NO.
3 OF 3
m
2
U
U
ww
w z
�
� 2
0
w w
z
o
O
u Q
n
z Of
LL
J
>O
m
o
z
0
°z
Z)
QO
r~
O
z
U
O
z
a z
O
z
LL
O
DATE
10/15/2010
PROJECT NO.
06054 -B
FILENAME
WOLFPOND.DWG
SHEET NO.
3 OF 3

/
LL,
SHEET 2
°P
°
SHEET 1 LEGEND
DESIGN TOP OF BANK
u
/
o
MONITORING ALIGNMENT (ALL YEARS)
2008 (MY1) THALWEG / WP3
0
\
- --
/
2008 (MY1) TOP OF BANK
2009 (MY2) THALWEG
\ SHEET 3
2009 (MY2) TOP OF BANK
2010 (MY3) THALWEG
/
2010 (MY3) TOP OF BANK
/
2011 (MY4) THALWEG
o
l
2011 (MY4) TOP OF BANK
z
/
o
I
L
2012 (MY5) TOP OF BANK
2012 (MY5) THALWEG
Z
Z
a �wN
Zx>
WP R2 RXS -1 /
wOZ�
/
STA: 106 +01 /
J N u
U
/
D a
?LD
m -
a 5�a
ob�az
ju
sw=
030
o
m
U
wP
...�
i i
w z
w z
w
�
of S
«•
f..
`"
o J
O
U Q
a
z of
EASEMENT
/
WP R2 PXS -1
STA: 108 +12
r,
/ WP R2 RXS -2
STA: 109 +74
}
DIRECTION
O
1-' (D
z
OF FLOW
z
�EE
z
-
Q O
Z)
uj } z O
v
i
/
Z O
a O
z
Z
-
/
�
O
DATE
00"Ll
cr 00
10/15/2010
PROJECT NO.
�°
06054 -B
FILENAME
R T
PXS -2
WOLFPOND.DWG
i�R2
STA: 115 +42
SHEET NO.
2
3
OF

LEGEND
DESIGN TOP DFBANK
MONITORING ALIGNMENT (ALL YEARS)
2008 (K4Y1) THALVVEG
20OO(K8Y1) TOP OFBANK
2009(MY3)THALVVEG
IO09(MYI) TOP OFBANK
2010(K4Y3)THALVVEG
ZO1U(K4Y3) TOP OFBANK
J011(K4Y4) TOP OFBANK
2011(MY4)THALVVEG
ZO12(MY5) TOP OFBANK
2012 (K4Y5)THALVVEG
.`
EASEMENT
CD
wp
DIRECTION
OF FLOW
�
�
�
u
_
�
o
�
�
�
�8�
�=�
�
� -
~���
u <=
SHEET NO.
cr
z Inc
LL
cn
02
LD
LL
DATE
PROJECT NO.
FILENAME
SHEET NO.

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix C - Profile, Cross Sections, and Pebble Counts
Table of Contents
Wolf Pond R1 RXS -1 .
Wolf Pond R1 PXS -1
Wolf Pond R2 RXS -1
Wolf Pond R2 RXS -2
Wolf Pond R2 PXS -1
Wolf Pond R2 PXS -2
Wolf Pond R3 RXS -1
Wolf Pond R3 PXS -1
List of Photos
Photo C 1 — R1 RXS -1 Left Pin
Photo C 2 — R1 RXS -1 Right Pin
Photo C 3 — R1 RXS -1 Downstream
Photo C 4 - R1 PXS -1 Left Pin
Photo C 5 - R1 PXS -1 Right Pin
Photo C 6 - R1 PXS -1 Downstream
Photo C 7 - R2 RXS -1 Left Pin ...............
Photo C 8 - R2 RXS -1 Right Pin . .. .... ....................
Photo C 9 - R2 RXS -1 Downstream..
Photo C 10 - R2 RXS -2 Left Pin
Photo C 11 - R2 RXS -2 Right Pin
Photo C 12 - R2 RXS -2 Downstream
Photo C 13 - R2 PXS -1 Left Pin
Photo C 14 - R2 PXS -1 Right Pin
Photo C 15 - R2 PXS -1 Downstream
Photo C 16 - R2 PXS -2 Left Pin .
Photo C 17 - R2 PXS -2 Right Pin
Photo C 18 - R2 PXS -2 Downstream
Photo C 19 - R3 RXS -1 Left Pin . . . ............ ........
Photo C 20 - R3 RXS -1 Right Pin ........
Photo C 21 - R3 RXS -1 Downstream ...... .
Photo C 22 - R3 PXS -1 Left Pin . ...........
Photo C 23 - R3 PXS -1 Right Pin
Photo C 24 - R3 PXS -1 Downstream
EEP Project #D 06054 -B 18
................ 20
20
.. ................ 21
. ................ 23
.. ...... 23
24
26
... 26
27
....29
29
............... .30
32
32
33
........... 35
35
36
38
........ 38
. .... .. 39
41
.. .. ..... 41
......... .. 42
20
....
23
........
26
. ............ ..........
28
31
....
35
.... ........
38
41
................ 20
20
.. ................ 21
. ................ 23
.. ...... 23
24
26
... 26
27
....29
29
............... .30
32
32
33
........... 35
35
36
38
........ 38
. .... .. 39
41
.. .. ..... 41
......... .. 42

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
List of Figures
Figure C 1 — R1 RXS -1 Cross Section Plot
Figure C 2 - R1 PXS -1 Cross Section Plot
Figure C 3 - R2 RXS -1 Cross Section Plot .. .. .. ..... ..
Figure C 4 - R2 RXS -2 Cross Section Plot
Figure C 5 - R2 PXS -1 Cross Section Plot
Figure C 6 - R2 PXS -2 Cross Section Plot
Figure C 7 - R3 RXS -1 Cross Section Plot ..... .... ........
Figure C 8 - R3 PXS -1 Cross Section Plot .. ............. ......
Figure C 9 - Reach 1 Longitudinal Profile . ... ........ ..
Figure C 10 - Reach 2 Longitudinal Profile . .....
Figure C 11 - Reach 3 Longitudinal Profile
Figure C 12 - R1 RXS -1 Pebble Count
Figure C 13 - R1 PXS -1 Pebble Count
Figure C 14 - R2 RXS -1 Pebble Count . . ... ...... .. .. .........
Figure C 15 - R2 RXS -2 Pebble Count ...............
Figure C 16 - R2 PXS -1 Pebble Count
Figure C 17 - R2 PXS -2 Pebble Count
Figure C 18 - R3 RXS -1 Pebble Count . ........
Figure C 19 - R3 PXS -1 Pebble Count
List of Tables
Table C 1 - R1 RXS -1 Dimension Data
Table C 2 - R1 PXS -1 Dimension Data............
Table C 3 - R2 RXS -1 Dimension Data
Table C 4 - R2 RXS -2 Dimension Data
Table C 5 - R2 PXS -1 Dimension Data
Table C 6 - R2 PXS -2 Dimension Data
Table C 7 - R3 RXS -1 Dimension Data
Table C 8 - R3 PXS -1 Dimension Data
EEP Project #D 06054 -B 19
21
24
27
30
32
36
39
42
...44
45
46
46
47
48
48
49
.49
50
50
22
24
28
31
:J
34
....
...
37
...
40
:J

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Wolf Pond 111 RXS -1
Photo C 1 — R1 RXS -1 Left Pin
Photo C 2 — R1 RXS -1 Right Pin
EEP Project #D 06054 -B 20

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
RXS -1 Downstream
Figure C 1 — R1 RXS -1 Cross Section Plot
Wolf Pond R1 RXS -1
605.00
- J
604.50
604.00
603.50
-
03.00
As-Built
02.50 -
z
2302.00 -
H
01.50 -
w
MY3 (2010)
01.00 -
600.50 -
MY5 (2012)
600.00 Y
40 50 60 70
80 90
STATION (FT)
EEP Project #D 06054 -B 21
Photo C 3 — RI
- J
EEP Project #D 06054 -B 21
Photo C 3 — RI

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 1 - R1 RXS -1 Dimension Data
AS -BUILT
MYl 2008
MY2 2009
MY3 2010
MYO 2011
MY5 0
Station
Elcbon
Dan bo
Station
Eleba
Dan on
Sabon
Elevatio
Dc—tpuon
Station
Eletion
D—pum
Smbon
Eletion
DI—t -
Station
Elvtio
Dean 'n
4617
60413 1
0is1,
1329
60441
RIRXSI
4112
604
x5
4643
804163
RPIN
827
604023
5 5
4662
604147
XSLP
4651
60412
r1-1
2551
80401
RIRXS1
4356
60409
XS
4705
604172
Ground
8243
604015
LP 5
4687
604181
x5
5174
60393
rtrxaltob
355
604079
RIRXS1
4501
60402
XS
4816
04072
Ground
79M
W3931
S S
4814
604123
x5
5523
60322
r1-1
4014
60395
RIRXS1
4625
60404
XS
5188
66001
Ground
7588
603874
S S
4971
604031
x5
5764
60328
r1-1
4fi 43
60414
RIRXS1PR
4643
60412
XSRP09
5321
603893
Ground
731
W3308
S
5247
603826
XS
5941
60312
0-1
4865
60411
RIRXS1
4716
60406
XS
5479
603418
Ground
70M
603179
S S
5575
603339
XS
61 W
102M
0-1
4771
60401
RIRXS1
4833
W395
XS
5707
603172
Grouts
6828
602961
6 XS
5/96
603173
xs
623
W173
'1-1.
530
60393
RIRXSI
4996
60360
xs
606
603366
Ground
672
602696
S Xs
W24
602872
XS
6246
60151
rim!
5375
6031
RIRXS7
Sim
W3W
Xs
600
602979
Ground
600
W2225
S S
6182
602343
xs
6339
60151
0-1
600
60314
1 RIRXSI
5237
0387
XS
1 6185
60253
Grouts
1 018
01719
s
6284
601416
xs
6429
MI 57
rtnal
5738
603254
RIRXSI
5374
603W
XS
6284
60130
Ground
6514
mi im
s S
6302
601092
xs
651
60175
rtnallw
5931
6030
RIRXSI
SS77
60324
XS
6414
00995
G—W
6397
600935
S
6307
60101
x5
6511
50157
rtrxal
037
60260
RIRXS1
5827
W316
XS
6491
mi 607
Ground
63
0707
S
637
601026
x5
6561
WIW
rI-1
6133
0235
RIRXS1
5754
6032
Xs
W67
W2278
Ground
6246
601619
S
6422
600921
x5
6603
60197
r1-1
fit 60
W213
RIRXS1
mm
60325
XS
W m
602939
Grouts
61%
60230
S
W 52
ml in
XS
6778
60279
r1-1
6198
60145
RIRXS1
5829
80325
XS
M24
603323
Ground
5893
803177
5 S
W14
60240
XSTREE
7025
60324
rI-1
6242
60123
RIRXSI
5942
600
xs
7232
603224
Ground
6013
603244
(ZXSI=ZXS
6087
W2251
m
7435
60331
r1r.1
6281
60102
RIRXS1
W74
60268
Xs
7439
603382
Ground
520
803792
5 s
6709
WZ227
Xs
8191
60392
ri=1
6428
60132
RIRXSI
6223
W218
XS
6026
603995
Ground
4643
604147
sRP 2X
6002
W3072
XS
8217
W398
rtrxall
6487
60133
RIRXS7
6252
W14
Xs
8227
604049
Grouts
4523
0416
Xs
6992
03317
Xs
6522
60151
RIRXSI
6279
60122
Xs
826
604049
LPIN
4216
604152
5 5
7159
W3178
xs
604
60163
RIRXSI
6309
80101
xs
7162
603198
XS
6532
80181
RIRXSIWS
638
6010
Xs
7332
603357
XS
6594
60201
RIRXSI
6438
60115
XS
7589
603879
XS
6048
W2.M
R1RXS1
6497
60119
XS
mm
603991
XS
67M
W279
R1Rx51
04
60137
Xs
W17
604011
xs
6948
W323
RIRXSI
04
60149
XSW
8152
604022
xs
700
W312
RIRXSI
m
018
XS
826
604041
XSRP
7411
W3W
RIRXSI
W05
60798
xs
7504
60385
RIRX3I
6079
60219
Xs
Wm
60389
RIRXSI
6736
0251
XS
8243
0401
R1RXSIPL
65
602.8
XS
9104
804m
R1 RXS1
6017
80307
Xs
104m
6040
R1Rxs1
W97
60315
XS
11033
040
RIRX51
700
6032
XS
7113
6030
xs
7218
60313
Xs
7349
60324
Xs
7475
6D3
XS
7524
6m 67
Xs
7625
80376
x5
7775
W3W
xs
7873
60377
xs
8098
603 W
xs
8195
60391
Xs
8246
6m96
XSLPW
6385
0394
x5
W 6
W397
Xs
Em
Bankfull Width
fl
237
Bankfull Width
ft
220
Bankfull Width
ft
264
Bankfull Width
fl
1 8
Bankfull Widdi
ft
20
Bankfull Width
ft
21
Bankfull Cross
Sectional Area fl
20 4
Banldidl Cross Sectional
Area fl
242
Bankfull Cross Sectional
Area ft
247
Bankfull Cross Sectional
Area ft
22,7
Bankftill Cross Sectiotml Arcs fl
22,9
Bankfull Cross Sectional Area ft
237
Bankfull Mean Depth A
086
Bankfull Mean ih 0
1 10
Bankfidl Mean Do ft
094
BaN7ull Moan Depth ft
1.07
Bankfull Mean ft
1 16
Bankfull Mn ft
1 14
Bankfull Max D th ft
224
Bankfull Max th Ill)
2 83
Bankfull Max ft
284
BanktWl Max th fl
285
Banldidl Max D R
2 31
Bankfull Max Dcpth ft
244
Flood Prone Width fl
97
Flood Pronc Wldih ft
97
Fiaod Prone Width ft
97
Flood Pmne Width fl
97
Flood Prone Width R
97
Flood Prone Width fl
97
Entrenchment Ratio (ft/ft)
4 09
Enticnchmcnl Ratio ft7ft
442
Enitaichmrnt Ratio Wft
3 68
Entrenchment Ratio Nft
4 58
Entrenchmart Ratio fl/ft
4 91
Entrenchment Rau' Nft
465
Wid WRatio fl/ft
2750
WId Ratio ft/ft
1995
WId th Ratio 1Vfl
2815
Wi R.U. 11/fl
198
WI Ratio ft/ft
170
Widih/D Ih Ratio Nfl
183
D50 mm
989
D50 mm)
088
D50 mm)
006
D50 mm
006
D50 mm)
006
D50 mm)
006
D84 mm
1875
D94 mm)
so
DU mm)
006
DU (mm)
006
D84 mm
468
DU (mm)
006
EEP Project #D 06054 -B 22

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Wolf Pond R1 PXS -1
Photo C 4 - RI PXS -1 Left Pin
-- 4
AX
Photo C 5 - RI PXS -1 Right Pin & MY 5 PA -5
EEP Project #D 06054 -B 23

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
604.00
603.50
603.00
602.50
602.00
601.50
Z 601.00
0 600.50
600.00
599.50
w 599.00
598.50
0
EEP Project #D 06054 -B
Photo C 6 - R1 PXS -1 Downstream
- tci rnN-t gross Necnon riot
Wolf Pond R1 PXS -1
As -Built
BANKFULL
— MY1 (2008)
.11 Pw MY2 (2009)
MY3 (2010)
- - MY4 (2011)
MY5 (2012)
10 20 30 40 50
STATION (FT)
24
60 70 80

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table C 2 - RI PXS -1 Dimension Data
AS-BUILT
MY1 2008
MY2
MY3 2010
MY4 (2011)—
MYS 2012
Station
EI—tion
Deaai m
Station
Elevation
Dacn m
Station
Elevation
Deem Ion
Station
Elevation
Devi Ion
Station
Elevation
Desai Ion
Stat ion
Elevabon
O Ion
125
60273
rlralrr
3%
0032
R1PXS7
756
6029
XS
1292
002733
RPIN
5764
603105
S 5
5368
602797
XSLP
1301
60275
Arai
951
00271
R1PXS1
873
60289
XS
1311
002692
Ground
5462
002780
(7XSIZXS
5149
602704
XS
157
00257
rlraltob
1263
60278
RIPXSIPR
964
60271
XS
180.9
602762
Groural
072
602725
S S
5057
002915
XS
1835
60269
rtral
1406
60261
RIPXSI
973
60267
xS
2139
602173
Ground
5368
60276
SLP SLP
4932
602845
XS
2115
60207
r1-1
1810
60275
R1PXSI
1094
6026
XS
2475
601417
Ground
4955
602488
S S
47M
002308
its
2403
80134
it—!
2063
60216
RIPXSI
1119
60252
XS
2579
600994
Ground
W62
602199
(ZXSIZXS
4529
601907
xS
2542
60078
r1-1
2326
60183
R1PXS7
12M
6D267
XSRP09
2724
599447
GI-W
4404
601893
S S
4335
00159
xS
2581
60062
rlmiw
26 a
60029
R1PXS1
1316
60259
its
2924
59831
Ground
4224
601669
S S
410]
6013M
xS
2803
60039
runt
2689
59969
R1PXS1
13M
6D257
xS
318
599653
Ground
3955
601574
S S
3943
601239
xS
2635
GOD 14
r1-1
2761
59936
R1PXS1
1485
6D259
xS
3419
600529
Ground
3893
601459
S S
3829
6008
xS
2726
59951
rtrat
2864
59955
RIPXSO
16M
60257
its
3642
601168
Ground
373
60123
S
3584
000748
XS
2867
59957
rtraiw
M61
59959
R1PXS1
1806
60255
XS
3989
601635
Grouts
361
601188
S S
3452
000595
XS
3034
59988
r1-1
3112
59978
R1PXS1
1901
60266
XS
4434
602008
Ground
352
60097
S S
3368
600248
XS
3161
60022
ri—I
3174
59998
R1PXSi
2061
60222
XS
5083
002637
Ground
3483
600624
S S
3277
599986
XS
3199
00038
r1-1
3232
00025
RIPXSI
215
60208
xS
5327
602838
Ground
MIS
600431
S S
3208
599567
xS
33M
60062
rinml
3311
60D 57
R1PXSi
226E
60181
XS
5368
602829
LPIN
3358
600128
S
3121
599417
XS
3807
60132
rI—I
3591
60096
R1PXS1
MSit
60151
xS
322
599857
S S
2943
599146
XS
43 S8
60197
ri ml
3817
WI 03
R1PXSi
25M
60114
XS
315
599442
(ZXSIZXS
2787
599165
XS
4867
60253
d—Itob
4029
50132
R1PXS1
259
60079
its
3033
599289
S S
2699
598479
XS
5287
60266
r1ra1
4331
00151
R1PXSl
26 59
60033
XS
2829
599293
XSZXS
2644
6DOW7
XS
5339
60278
rlrxall
4585
60222
RIPXSO
2878
600 D3
XS
2807
5SS217
S s
2575
60U 68
XS
a51
00258
R1PXSi
2672
59984
xS
2725
599629
S S
2391
601481
XS
5327
60273
R1PXS7
2719
59938
XS
265
600093
S s
2293
601754
xS
5354
60284
RPRXSI PL
2792
Wit 23
XS
2595
600890
5 S
2068
602234
XS
57W
60331
R1PXSI
2885
5993
xS
2519
601042
S Xs
1823
60265
XS
6152
60321
R1PXS7
2984
59938
XS
2279
601937
S 5
1817
602648
XS
678
60346
R1PXS1
3068
59938
Xs
194
602559
(ZXSIZXS
1521
602625
XS
3139
59986
its
1422
60256
S S
1392
602518
XS
3209
59985
xS
1295
602716
SRP SRP
1311
002615
xS
3234
60006
xSW
1293
602872
S
12M
602763
XSRP
3279
60014
its
1169
602576
S S
M21
60021
its
777
6021
S
3422
60043
its
M 48
600 74
its
3511
60103
xS
W41
60098
xS
3808
60084
XS
3873
60114
xS
4025
60139
xS
4152
60148
XS
4251
60161
XS
4374
601 79
xS
454
60205
XS
4706
602 23
XS
482
60232
xS
6008
60246
xS
5218
60255
xS
5348
60200
XS
5363
60272
XSLP09
5555
W28
xS
5660
60292
xS
5] 51
603 05
xS
�
d
t
Bankfull Width
fl
330
Bankfull Width
ft
351
Bankfull Width
ft
438
Bald tdl Width
ft
37 91
Bankfull Width
fl
30 15
Bankfull Width
ft
27 26
Bankfull Cross Sectional Area ft
400
Banldull Cross Sectional
Area
486
Ban1M Ct Sectional
Am ft
522
Bankfull Cross Sectional
Aina fl
467
BankfW1 Cross Sectional
Area fl
424
Bankfull Cross Sectional Area ft
472
Bankfull Mean Depth ft
121
Bankfu Mean
ft (ft
138
Bankf.0 Mean D
th ft
119
Bankfull Mean Depth
fl
123
1 Banldull Mean Depth
ft
141
Bankfull Mean Depth fl
173
Bankfull Max D ft
306
Bankfull Max
ft
339
Bankfull Max th ft
352
Bankfull Max Depth
ft
3 44
Banldull Max Dc
ft
3 35
Bankfull Max ft
3 09
Flood P.- Width fl
Flood Prone Width
fl
Flood Prone Width B
Flood Prone Width
11
Flood Prone Width
fl
Flood Prone Width fl
Entrenchmrni Ratio (ft/ft)
Entrenchment Ratio
ft/fl
Entrcnd —t Ratio ft/fl
Entrenchmcnt Ratio
(ft/ft)
Entrenchment Ratio
ft/ft
Ent —hment Ratio Nfl
Wid th Ratio ft/ft
Width/Depth Ratio fl/ft
Widdl/D Ratio f1/ft
Wid Rano ft/ft
Wtd Ratio fl/fl
Wid Ratio fl/ft
D50 mm)
621
D50 mm)
40
D50 mm)
006
D50 mm
006
D50 mm)
006
D50 mm
006
D84 mm
1421
D84 mm
113
D84 mm)
006
D84 mm
647
D84 mm)
006
084 mm
006
EEP Project #D 06054 -B 25

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Wolf Pond R2 RXS -1
Photo C 7 - R2 RXS -1 Left Pin
Photo C 8 - R2 RXS -1 Right Pin
EEP Project #D 06054 -B 26

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo C 9 - R2 RXS -1 Downstream
EEP Project #D 06054 -B 27
Figure C 3 - K2 KXS -1 Cross Section Plot
Wolf Pond R2 RXS -1
617.00
616.50 -
616.00 -
615.50 -
p615.00 -
BANKFULL
!�G14.50 - IN
6314.00 -
�313.50 -
u 313.00
X12.50
MY4 2011)
612.00 --
235 245
255 265 275 285
STATION (FT)
EEP Project #D 06054 -B 27

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table C 2 - R2 RXS -1 Dimension Data
AS -BUD.T
MY] 2008
MY2 2009
MY3 2010
MY4 2011
MY5 2012
Station
Elevation
Descn uon
Station
Elevation
D— tion
Station
Elevation
D— non
Station
Elevation
D— non
Station
Elevation
Darn Ron
Station
Elevation
D,—i Non
2932
61653
2rxalr
2035
62487
R2RXS1
22398
61647
XS
24316
616519
RPIN
28887
61498
S
28274
814882
XSRP
24387
61638
r2 mi
4029
62421
R2RXS1
22637
61659
XS
24393
616279
Grouts
2839
814881
S
28206
614839
XS
24666
61631
r2umitob
6731
62302
R2RXS1
23007
61625
XS
24813
616128
Ground
28267
61491
SLP SLP
27992
614565
XS
25019
61492
r2-1
9219
62176
R2RXS1
23466
61657
XS
25144
614813
Grouts
27854
614608
S
27655
614586
XS
25254
61409
r2-1
12149
6198
R2RXS1
23609
61661
XS
25325
614295
Ground
27386
614619
S S
9507
614614
XS
25886
61408
f2nmlb
14927
61892
R2RXS1
24133
61654
XS
25553
6141M
G—nd
27304
614152
S
94M
614533
XS
25885
6135
f2rxel
185"
61745
1Z1RXSt
24316
61642
XSRP09
25693
613602
Ground
9092
613041
S S
27259
613964
XS
26134
61312
f2rim1
20114
fi1705
R2RXS1
24415
61624
XS
15896
613424
Ground
26801
613753
(ZXSIZXS
9074
613879
XS
26225
61249
f2nm1
2108
fi1716
R2RXSI
24502
61622
XS
26096
612668
Ground
26674
613498
5
9028
613793
XS
26229
1 61252
Znmtw
21373
81678
R2RXSI
24684
61616
XS
1 26202
612558
Grmu
26601
613218
26967
613932
XS
26308
61242
r2nxe1
2173
61657
R2RXSI
24871
61551
XS
26285
612759
Ground
26512
613038
26877
613973
XS
26356
61255
2-1w
22211
61661
R2RXS7
25014
61493
XS
26399
613149
Ground
26439
612837
26763
6138
XS
26368
6125
2nml
22797
61652
R2RXSI
25177
61431
XS
26484
613615
Grouts
26364
612694
26724
6137"
XS
26409
61282
12-1
235
6166
R2RXS1
15337
61425
XS
26613
613966
Ground
26311
612462
26689
613536
XS
26573
61323
12-1
23851
61643
R2RXS1
25492
61426
XS
26842
613818
Ground
26268
812469
26803
613424
XS
268 as
61393
f2nmlb
24276
61649
R2RXSIPR
25616
61426
XS
9354
614154
Ground
26228
612497
t(Zxs)zxs
26582
613 MI
XS
9272
61394
r2ml
24295
6165
R2RXS1PR
25738
61406
m
9548
614641
Ground
26167
612656
26448
613067
XS
943
61462
2mitob
24335
61628
R2RXS1
25807
61393
%S
27902
614547
Ground
261 16
613071
26415
612946
XS
9824
61463
2nm1
24593
61629
R2RXSI
25863
61366
XS
MI 64
614646
Ground
26092
613248
26373
612566
XS
28218
61483
2nm1
24867
61543
R2RXSI
25964
61343
XS
28274
614878
LPIN
26059
613417
26361
612606
XS
2828
61491
r2rxall
25029
6145
R2RX51
26052
6132
XS
259"
61348
28311
812524
X9
25184
6141
R2RXSI
26114
61314
XS
25858
613732
S S
26275
61242
XS
25379
61388
R2RXSI
26127
61301
XS
25763
613982
S S
26243
612477
XS
25623
61409
R2RXS1
26136
6126
XS
25428
614104
S
26192
612678
XS
25769
61393
R2RXSI
26133
61272
XSW
2182
614479
S S
26127
613321
XS
258N
61357
R2RXS1
26189
61255
XS
24699
616167
S S
2036
613509
XS
26075
61317
R2RXSI
26251
61252
XS
24498
616295
(ZXSIZXS
25893
613633
XS
26095
61303
R2RXSI
26291
6125
XS
24323
616434
S S
25824
613943
XS
26105
61263
R2RXS1
26336
6125
XS
24316
616528
SRP SRP
15721
614072
XS
26141
61258
R2RXS1
26376
612 fig
XS
24301
618427
S S
25637
614256
XS
26197
61258
R2RXS1
2637
61257
XS
24036
616643
S 5
2354
614259
XS
2257
61254
R2RXS1
26397
61292
XS
234"
61652
axslzxs
2176
61461
XS
26293
61255
R2RXS1
26475
61303
XS
2124
61461
XS
2373
61265
R1R%SIm
26604
61326
XS
24988
615076
XS
26375
61268
R2RXS1
26707
61351
XS
24815
615731
XS
2387
61299
R1RX51
26816
61382
XS
24645
616157
XS
26423
61307
R1RX51
26912
61388
XS
24333
61642
XSLP
26534
61327
RIRXSI
26958
613M
XS
26626
61345
R2RXS1
9021
61374
XS
26829
61389
R1RX51
9157
6138
XS
9059
613M
R2RXS1
9213
613M
XS
9221
61395
RZRXS1
9303
61441
XS
9306
61463
R2RXS1
27393
61457
XS
9684
61463
R2RXS1
27596
614"
x5
9957
6148
R2RXS1
27754
61447
XS
29218
61487
R2RXSi
27823
61448
XS
28262
61494
R2RXSIPL
27968
61454
XS
26424
61494
R2RXS1
2114
61471
XS
18041
61523
R2RXSI
2201
61477
XS
29464
61524
R2RXSI
2252
6148
XSLPM
29906
81571
R2RXS1
2289
61468
XS
30787
8169
RMS1
28478
61487
XS
32446
61721
R2RXS7
28689
61501
XS
412"
6242
R2RXS1
2993
61507
XS
19376
61523
XS
29512
61497
x5
29694
61499
XS
26906
61594
%S
29978
61607
XS
19974
61602
%S
3006
61571
XS
302"
61582
XS
common
UwAr"dw
MEL
BankfWl Width
ft
24 1
Banldull idth
fl
228
Banldull Width
ft
265
Baiildull Width ft
2577
Bankfuil Width
ft
2426
Bankfull WidOi
ft
2816
Banklull Cross
Sectional Area fl
22 1
Bankfull Cross Sational
A=
22 4
Banldull Crass Sectional Area ft
20 6
BaNdull Cross Secboval Area fl
21 0
Banlduli Cross Sewonal
Area ft
21 7
Bankfull Cross Sectional
Area R
20 2
Bankfull Mean D N fl
0 92
Bankfull Mcan
D ft
0 99
Bankfull Mean tli ft
0 78
Banldull Mean D tli R
081
Bankfull Mean
fl
090
Bankfull Mcmi
N ft
072
Bankfull Max D h R
2 2
BanKull Max
ih fl
2 09
Banldull Max th R
2 07
Baiikfiill Mar fl
2 07
Bankfull M.
ft
Z 17
BmOdWI Max
N R
2 14
Flood Prone Width fl
94
Flood Prone Width
ft
94
Flood Prone Width fl
94
Flood Prone Width ft
94 14
Flood Prone Width
11
94,14
Flood Prone Width
fl
94 14
Entrenchment Ratio Nft
390
Entrenchment Ratio
R
4 13
Entrenchment Ratio Nft
3 55
Entrenchment Ratio fl/ft
3 65
Entrenchment Ratio
NR
3 88
Entrenchment Ratio 11/11
3 34
Wid th Ratio ft/fl
2635
Wid th Ratio fl/fl
2310
Wid Oi Ratio Nfl
3401
WidWD Ih Ratio (ft/ft)
317
Wid Ratio fl/R
271
Width/D Ratio (ft/ft)
393
1350 mm)
19 87
D50 mm
13 49
D50 mm)
13 65
D50 mm
006
D50 mm)
1443
D50 mm
006
D84 mm)
344
D84 inrn
21 4
D84 vim)
3200
D84 mm
7730
D84 mm)
30 12
1384 mm
23 36
EEP Project #D 06054 -B 28

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Wolf Pond R2 RXS -2
Photo C 1 - R2 RXS -2 Left Pin
Photo C 2 - R2 RXS -2 Right Pin
EEP Project #D 06054 -B 29

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
614
613
612
H
611
Z
O
a 610
w
-� 609
w
608
Photo C 12 - R2 RXS -2 Downstream
C. 4 - KL KXJ -L Cross Jeetion riot
Wolf Pond R2 RXS -2
—As-Built
- - BANKFU
LL
2
-- 8� �MY1 X 'r
�M2Y2
(20039)
120 125 130 135 140 145 150 155 160 165
STATION (FT)
EEP Project #D 06054 -B 30

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 3 - R2 RXS -2 Dimension Data
AS -BUILT
MY1 008
MY2 2009
MYS 2010
MY4 2011
MYS 2012
Stan=
Ele -lion
Desen non
Station
Elevation
Desen tion
Station
Elevation
Descn uon
Station
Elevation
DI=rr non
Station
Elevation
Darn Ion
Station
Elevation
Descn bon
12384
6123
2rn2r
949
61958
R2RX82
9915
81339
XS
12364
612268
RPIN
16919
612136
S S
16399
611907
XSLP
12405
61225
12rm2
2699
6168
R2RXS2
lot"
61333
XS
12416
612222
Ground
16497
611815
ZXS S
1634
Ill sea
XS
12904
61188
12rm2tob
7293
61594
R2RXS2
10492
61332
XS
13155
611816
Grouts
16404
611899
SLP SLP
16053
611787
XS
13331
61034
r2rim2
92.74
613 SO
R2RXS2
10787
61284
XS
13377
610466
Grauntl
18025
61184
5 S
15741
61139
XS
13794
61049
fhxa2b
10439
61342
R2RXS2
11277
612 SO
XS
13798
610617
Ground
15732
611415
XS
15539
610534
XS
14073
61013
fLa2
11217
61307
R2RXS2
11857
61258
%S
14164
610M
Graund
15619
611028
S S
15221
61045
XS
14264
60936
r2m2
11961
61262
R2RXS2
12157
61253
XS
14275
508274
Ground
15557
610633
S S
14967
610418
%S
14335
60896
r2-2w
12342
61231
R2RXS2PR
12292
61234
%S
14352
608928
Grouts
15359
610467
S
14788
610209
XS
14371
W894
r2-2
12613
61234
R2RXS2
12364
61225
XSRP09
14475
609041
Ground
15057
61043
6 S
14724
609989
XS
14475
6089 1
r2=2
13005
61196
R2RXS2
12434
61215
XS
1468
864695
1 Ground
14787
610149
S S
1 14723
610006
%S
14499
60897
2rn2.
13472
61018
R2RX$2
12681
61193
XS
16587
610578
Ground
14613
609756
S
14714
609959
XS
14549
6093
r2rrm2
13752
61061
ORX52
12919
611 n
XS
1539
609902
Ground
14561
609543
S
14554
609754
XS
1458
60978
r2-2
13823
61047
R2RXS2
13173
61095
XS
15814
81115
Ground
14501
609091
S S
14525
609224
XS
14728
61014
r2=2
14058
61021
R2RXS2
13328
61034
xS
16321
611789
Ground
1 "45
608892
5
14481
60904
XS
14991
61058
fdlm?D
14172
6096
R2RXS2
13487
61036
%S
16399
611873
LPIN
1438
608956
S S
14403
608928
x5
15491
61057
r2=2
14223
60912
R2RXS2
13611
6105
XS
14329
609156
S
14324
WSW
XS
15965
61183
2niaaab
14268
60895
R2RXS2
13703
61062
xS
14277
664435
5 S
14269
609442
x5
16346
61187
r 2
14336
60875
R2RXS2
13826
81057
xS
1423
609659
S S
14229
609749
XS
16422
6119
r2 m2l
14395
60869
R2RXS2
13929
61044
XS
14112
610118
S S
14172
609883
XS
14151
60866
R2RXS2
14027
61036
XS
13991
610396
5 XS
74087
610408
XS
IM07
50879
R2RXS2
140 an
6102
%S
13778
610472
S XS
13916
610602
XS
14514
60898
R2RXS2
142
60971
XS
13663
610524
XS %S
13723
610697
XS
14525
W933
R2R%S2TNS
60945
%S
13509
610423
XS
1354
610557
xS
14586
60954
R2RXS2
14314285
15
60921
XS
13437
610333
x5 %S
13368
610439
xS
14884
60984
R2RXS2
14377
fi0899
XS
13309
610507
S %S
13247
610746
%S
14827
61034
R2RXS2
1643
808 SO
xS
13217
610723
XS
13121
81119
XS
15011
61059
R2RXS2
1"82
60894
%S
13132
61115
%S
12922
611 as
XS
15127
61041
R2RXS2
14528
60906
xS
12975
61168
%S
12652
612028
x5
15269
61036
R2RXS2
14535
60921
XSW
12858
611 857
5 S
12393
61218
XS
15497
81039
R2RXS2
14553
60956
%S
12768
611853
S
12363
61225
XSRP
15635
61108
R2RXS2
14617
60972
%S
12626
611903
S
15813
61141
R2RXS2
14719
60976
%S
12547
811994
S XS
1595
81174
R2RXS2
14767
61009
%S
12422
61207
S
16385
61188
R2RXS2PL
14884
61033
XS
12364
612058
SRP SRP
16499
81181
R2RXS2
14953
610"
XS
17097
61208
R2RXS2
15049
61052
x5
let 58
61229
R2RXS2
1513
61033
XS
18978
61288
R2RXS2
15256
61014
XS
20011
61256
R2RXS2
15275
61004
%S
21486
61235
R2RXS2
15349
810
XS
23386
612.73
R2RXS2
15419
61001
x3
24631
6132
R2RXS2
15462
61003
XS
27609
6144
R2RXS2
15489
81015
XSW
29838
61607
R2RXS2
15524
61023
%S
15528
610 39
XS
1559
61092
XS
15651
61101
XS
15707
61117
XS
15768
61136
XS
15869
61147
XS
15995
61164
XS
1618
6118
xS
16339
61176
XS
16412
61181
XSLP09
16567
61173
XS
167"
61195
XS
168 M
61173
XS
17175
61206
XS
17392
61224
XS
1774
6122
XS
1787
61232
XS
18194
61235
%S
4'
�'" ,YdYB.
Bankfull Wtdih
111
306
Bankfull Width
ft
304
Bankfull Width ft
308
1 Bankfull Width
ft
2659
Bankfull Width
ft
2893
Bankfull Width 1
2932
Bankfull Cron
Sectional Area ft
425
Bankfull Cross Sectional
Area
414
Bankfull Cross Sectional Area ft
41 7
Bankfull Cross Sectional
Area ft
408
BankfWl Cross Sectional
Area R
394
Bankfull Cross Sauonal Area ft
38
Bankfull Mean Dmffi fl
1 39
Bankfull Mean
Dcpdi ft
136
Bankfiill Mean D ft
135
Bankfull Mean
De R
1 53
Bankfull Mean
th 11
1 36
Banlduli Mean N ft
13
Bankfull Max ft
2 93
Banldiill Max fL
306
Bankfull M. Ih ft
286
Bankfull Max Depth
ft
2 81
Bankfidl Max
ft
2 85
Banldui! Max ft
226
Flood Ptne Width fl
203
Flood Prone Width fl
203
Flood Prone WIdd1 ft
203
Flood Pmne Wlddi
fl
203
Flop) Prone Width
fl
203
Flood Pmne Width 11
203
Entimr3unent Ratio ft/ft
6 63
Entrenchment Ratio ft/ft
668
Entrenchment Raw ft/ft
66
Entrenchment Ratio
fl/fl
7 63
Entrenchment Ratio
ft/ft
7 02
Entrenchment Ratio ft/fl
692
Wid Ratio ft/ft
2207
Wid Ran. R/fl
2236
Wid Ih Ratio ft/fl
2271
Wid Ratio fl/ft
173
Wid Ratio fl/ft
213
Wid Ratio ft/ft
226
D50 I11m)
1453
D50 mm
20
D50 m
10 97
D50 mm)
0 06
D50 mm
0 06
D50 mm)
006
D84 mm)
27 85
D84 mm
t 13
D84 mm
2260
D84 mm
13 65
D84 mm
3200
D&4(-)
1130
EEP Project #D 06054 -B 31

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Wolf Pond R2 PXS -1
Photo C 3 - R2 PXS -1 Left Pin
Photo C 4 - R2 PXS -1 Right Pin
EEP Project #D 06054 -B 32

- .qquw �lrl
�Sil 1
DID
615
614
F= 613
O 612
Q
w 611
J
w
610
609
r*
tvA
i
Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo C 5 - R2 PXS -1 Downstream
ure C 5 - R2 PXS -1 Cross Section Plot
Wolf Pond R2 PXS -1
As -Built
- BANKFULL
- s MY1 (2008)
MY2 (2009)
MY3(2010) XV
MY4 (2011)
MY5 (2012)
8 18 28 38 48 58 68 78 88
STATION (FT)
EEP Project #D 06054 -B 33

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 4 - R2 PXS -1 Dimension Data
AS BUILT
MYl 2008
MY2 2009
MY3 010
MY4 2011
MYS 2012
Station
Elevation
De ton
Station
El —harm
Deem turn
Station
Elevation
Dean ton
Stan-
Elovauon
D=.paon
Station
Elevation
Dmitlition
Station
Elevation
D cscn on
3412
61352
xalr
811
61518
R2PXS1
108
61574
XSRP09
337
613507
RPIN
7976
613544
M S
7506
61322
%SLP
3453
6135
ap.1
1645
61473
R2PXS1
137
6158
XS
3412
613567
Grouts
7596
613343
S
7378
61328
XS
3581
61353
QDxs1t,b
2431
61406
R2PXS7
414
61482
XSRP09
3574
613534
G,.ad
7502
613301
LP XSLP
7008
613076
XS
3983
6128
r4.1
W25
61356
R2PXS1
706
61502
XS
3902
612851
G—W
7402
613411
S
6612
612939
XS
4884
67223
xnlb
337
61352
R2PXS1PR
102
61509
XSRP09
4395
612255
Grautxl
715
613209
S
6229
612543
XS
5209
87137
r2pnl
3372
61352
R2PXS1
1301
6147
XS
466
611333
Graurxl
6645
613131
XS
5989
612527
x5
5311
61115
r2pxsl
3372
67353
R2PMIPR
14M
61479
XSRP09
5255
610527
Ground
648
612903
(Z)VILUS
5912
612364
XS
5341
61091
x41
3748
61302
R2PXS7
1753
61461
X3
5425
610291
Ground
62
8125
S
5787
6121M
XS
537
6108
r2p,1,
4096
61247
R2PXS1
2012
61437
XSRP09
5617
610518
Grourxl
588
872181
3 S
5714
611639
XS
54
8107
,1
4238
61251
R2PXS7
2167
61419
XS
5682
611679
Ground
5893
611680
S S
5858
611075
XS
5466
61057
x81
4469
61244
RZPXS7
2689
61381
XS
5759
611999
Ground
5664
610987
S
5601
61050.9
X8
5531
61083
xa1
4553
61239
R2PXS1
2701
61372
XSRP09
6073
612537
Ground
5599
610382
S
5537
610358
XS
5552
61079
xatw
4632
61232
R2PXS1
2977
6136
XS
6672
612973
Graurd
5531
61028
S S
5447
8102
x5
5808
87725
xet
4761
61212
R2PXS7
3148
61344
XSRP09
745
613372
Ground
5439
610137
S
5375
610311
XS
5622
612
xat
4823
6119
R2PXS1
3279
61364
X6
7506
61327
LPIN
5342
610274
S
5285
61049
XS
W26
61254
xeib
4922
61156
R2PXS1
3413
61345
5275
610392
5
5207
610772
%S
W74
61261
blob
4963
61128
R2PXS1----
344
61341
XS
5176
610658
XS
5109
81096
XS
6383
61249
xe1
W38
6108
R2PXS1
3532
61351
XSRP09
4828
6112116
5 S
4938
611245
XS
8499
81292
xallob
5247
67033
R2PX57
3801
87352
XS
4478
672257
5 S
4808
611555
%S
7042
61304
x41
5278
6103
R2PXS7
3774
61307
%S
3704
613172
S 5
4557
611962
XS
7469
61338
e2axal
5332
6102
R2PXS1
4006
61263
%S
337
613507
SR ZXSRP
4195
612433
xS
7543
61332
r2pnil
5399
6101
R2PXS1
4017
61252
XSRP09
3348
613498
S S
399
61258
%5
%71
61018
R2PXS1
426
61235
%5
3012
61358
5 S
3789
872974
XS
55
61048
R2PXS7
4385
61224
XSRP09
3551
613,181
XS
5557
61048
R2PXS1WS
4512
61202
XS
3387
613501
x5
5592
61163
R2PXS1
4702
61166
XSRP09
6363
613474
XSRP
5711
61203
R2PXS1
48
61157
XS
5945
61222
R2PXS1
4976
61098
XSRP09
an 32
61252
R2PXS1
4999
61094
xS
8232
61238
R2PXS1
5156
61072
X8
6801
61294
RZPXS1
5229
61047
XSRP09
703
61311
R2PXS7
5253
61030
X3
7372
61322
R2PXS1
5264
61049
xS
7534
61331
R2PXSIPL
5308
61033
XS
78
61322
R2PXS1
6311
61026
XSR1
89
61305
R2PXS1
5408
61026
XS
5 m
61014
XS
5475
610M
XSRP09
5532
61016
XSRP09
5551
61017
XS
5575
61037
XS
5571
61046
XSRP09
5609
61057
XSW
566
61093
XS
56M
61145
XSRP09
5712
61151
XS
57 46
611 69
XS
5838
612
%S
W67
61192
XSRP09
5928
61263
XS
5958
61214
XSRP09
60M
61245
XS
6061
67243
XSRP09
6136
61241
XS
6242
61244
XS
6373
61244
XS
637
61243
XSRP09
6467
61278
XSRP09
6478
61267
XS
6567
61288
XS
6714
61296
XS
6837
1 61297
XSRP09
Bankfull Width
ft
252
Bankfull Width ft
285
Bankfull Width
fl
279
Bankfull Width
fl
2171
Bankfull Width
ft
2044
Bankfuli Width
ft
2239
Bankfull Cross Smatonal Area fl
219
Banldnll Cross Sectional Area
277
Bankfull Cross Sectional Atea R
32 4
Bank Cross Sectional
Arcs A
296
Baiikfi ll Cross Somonal
Arcs ft
307
Banidtdl Cross Stxtiional
Area R
292
Bankfull Mean Dcpth ft
087
Bankfidl Mean Depth 111
097
BaNdtdl Mean Depth ft
1 16
Bankfull Mean
D R.
136
Bankfull Mean
ft
150
BenkfWl Mean Depth
R
13
Banldtdl Max De nth ft
2 35
Banldull M. ft
284
Bmtkf dl Max D ft.
286
Bankfull Max
ft
265
Bankfull Max Dpth
ft
280
Bank(Wl Max
ft
238
Flood Prone Width R
Flood no Width ft
Flood Prone Width ft
Flood Prone Width
ft
Flood Prone Width ft
Flood Prone Width
ft
Entrenchment Ratio ft/fl
Entrenchment Ratio ft/fl
Entrenchment Ratio ft/ft
Entrenchment Ratio
ft/ft
Entienchnimt Ratio ft/ft
Entrenchment Ratio
fl/ft
Wid th Ratio ft/fl
Wtd Ratio ft/ft
WiddvDetyth Ratio ft/fl )
idth/Depth Ratio ft/ft
W1dih/D Ratio ft/fl
Wid th Ratio fl/ft
D50 mm
0 15
1 D50 tmn
0 06
D50 mm
006
1 D50 mm
006
1 O50 mm
006
D50 mm
006
D94 mm
040
1 D84 tmn
800
D84 mm
1365
1 D94 mm
006
1 D94 mm
1 130
D84 mm
2529
EEP Project #D 06054 -B 34

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Wolf Pond R2 PXS -2
Photo C 6 - R2 PXS -2 Left Pin
Photo C 7 - R2 PXS -2 Right Pin
EEP Project #D 06054 -B 35

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
609.00
608.50
608.00
607.50
—607.00
LL
Z 606.50
0 606.00
Q
w 605.50
J
w 605.00
604.50
604.00
Photo C 8 - R2 PXS -2 Downstream
u o - tcl rxN-L cross Nectnon r
Wolf Pond R2 PXS -2
As -Built
BANKFULL
MY1 (2008)
MY2 (2009)
MY3 (2010)
MY4 (2011)
MY5 (2012)
60 65 70 75 80 85 90 95 100 105
STATION (FT)
EEP Project #D 06054 -B
Wroi

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table C 5 - R2 PXS -2 Dimension Data
AS -BUILT
MYI 2008
MY2 2009
MY3 010
MY4 011
MYS 2012
Station
Elevanon
De—illuon
Station
Elevation
D—puon
Station
Elevation
Desrn on
Station
Elevation
Descn non
Station
Elevanon
Dt=lptlon
Station
Elevation
Di-ri uon
6354
60723
r2Pxs2r
509
60775
R2PXS2
443
9762
XS
W77
607225
RPIN
10974
608087
S
07103
608077
XSLP
630
60721
r2pxs2
3118
60768
R2PXS2
4749
60736
xs
8369
607244
Ground
10487
98112
fzxs=s
10371
60803
%S
6866
9863
12 xs2
5118
60733
R2PXS2
5029
60723
xs
6605
606964
ound
10398
608181
(ZXSLPIZXSLP
Imm
607895
XS
708
964
r2p.2
617
60698
R2PXS2
5184
9734
XS
7019
606564
205Ground
10001
607881
S S
976
607319
xs
746
60636
xs26
63 Z7
6072
R2PXS2PR
5493
60732
XS
7423
608484
Ground
9714
607345
S S
9568
606917
xs
771
6059
•s2
6758
60686
R2PXS2
575
W703
XS
8126
6D5687
Ground
9819
607028
S S
013
608682
xs
7828
60565
xs2w
7058
60641
R2PXS2
6092
60701
Xs
8419
605418
Ground
9126
606545
XS XS
8072
608344
XS
7857
60554
xa2
7397
60834
R2PXS2
628
60707
XS
8658
605558
Ground
8882
606294
S XS
8763
608123
Xs
7951
60503
r2pX52
7674
60812
R2PXS2
604
6072
XSRP09
8873
808131
( round
8515
606027
S
85 2
605954
xs
So"
60489
r2Dxs2
7815
60562
R2PXS2
6451
60723
XS
9171
608761
Ground
8377
605739
S S
8308
605626
xs
8189
60498
7818
60564
R2PXSNIS
6515
60699
x5
9593
607364
Ground
8285
605634
S S
8176
605531
xs
8304
60534
7945
60552
R2PXS2
6775
669
XS
9811
607998
Grouts
8222
605556
S 5
8025
605483
%S
8441
60559
7974
60493
R2PXS2
094
60679
xs
10356
608126
Graund
8134
6D5 47
S
7867
60560
%s
8445
6D5 58
6043
80493
R2PXS2
7165
60642
xS
10402
fi0816
LPIN
8056
605431
S s
776
W599
%S
W07
60584
xs2
8178
60485
R2PXS2
7373
6064
x5
7957
60558
S S
763
606281
x5
9236
60658
6
8266
60509
R2PXS2
M49
608 2]
xs
788
605652
M§ )M§
7449
606492
xs
9652
60898
xa2
83]5
60543
R2PXS2
]]0
60588
%S
7855
605759
S S
7127
606615
XS
990
W777
xs2lo6
8463
6056
R2PXS2
7812
6058
Xs
7828
605883
S S
6052
W7 IM
xs
1037
60814
8560
W582
R2PXS2
7865
60539
XS
7777
606051
S xS
6033
607208
XS
10421
60818
x
8884
606
22PXS2
787
60557
XS
7755
60612
S
6327
607225
XSRP
9184
60836
R1PXS2
7879
6050
xsW
7638
66398
(ZXSIZXS
946
60665
R2PXS2
7961
60519
xs
7274
606544
(ZXSIZXS
9817
6D807
R2PXS2
W23
60501
XS
7064
606601
(ZXSIZXS
9732
60723
R2PXS2
5062
60504
xs
6063
97124
(ZXSIZXS
10128
60773
RZPXS2
8158
60495
XS
8327
60724
SRPZXSRP
1030
6086
R2PXS2
8234
60502
Xs
6315
60720
(ZXSIZXS
IN 2
6082
R2PXS2PL
8255
60504
xs
5662
60733
S XS
10945
W786
R2PXS2
016
60525
x5
11752
60827
R2PXS2
8358
60533
xs
12817
60824
R2PXS2
8393
60552
XS
840
60561
XS
8614
60568
1 XS
8648
60587
xs
8828
60604
XS
an
60611
xs
9107
9624
xs
9342
60647
xs
9407
60664
xs
9585
60683
xs
9699
60897
XS
9818
60743
Xs
043
60754
1 XS
10102
60779
XS
10228
60784
xs
10360
60808
xs
10413
60813
XSLP09
10441
60804
xs
10656
60805
XS
10816
60808
x3
Innis
W78
xs
11023
8070
xs
11116
W785
Xs
11273
60813
xs
�Banldull
''"
#+58x4
`" °.y
'Ma
�'S
"!r�➢az:'�0.'a
'L%�I'i'
P°f3
M
���s �-
_ $S
Width ft
216
Bankfull Width
11
21 3
Bankfidl Width
ft
173
Bankfull Width
ft
1854
BanidWl Width
ft
1127
Bankfull Width
ft
1442
Bankfull Crass Sectional Area ft
11 4
Bankfull Cross Sectional
Area
12 2
Bankfidl Cross Sectional Area fl
11 8
Bankfull Cross Sectional
Area ft
8 3
Bankfull Cross Secuoital
Area ft
6 7
Banldull Cross Sects
Area ft
76
Bankfull Mean ft
0 53
Banktiill Mean
Nft
057
Bankfull Mean Nfl
068
Ba111du11 Moan
ft
045
Banlduil Mean
h fl
0 59
Bankfull Mean Dcuth
111
053
Bankfull Max Dmth 111
1 5
Bankfull Max Death
fl
16
Bankfull Max Dtpth 01
146
Bankfull Max Depth
111
099
Banldull Max Depth
ft.
0 98
Banldull Max
ft
0 82
Flood Prone Width ft
Flood Prone Width
fl
Flood Prone Width fl
Flood Prone Width
ft
Flood Prone Width
fl
Flood Prone Width
ft
Entrenchment Ratio Nfl
Enumchmmt Ratio
Nfl
Etin—hment Ratio Nft
Entnuichmml Ratio
(ft/ft)
Entrenchmrnl Ratio
(11/ft)
Emmn hmmt Ratio
(ft/ft)
WidWD Reno Nft
Wi NRatio Nft
Wid Ratio Nft
Wid NRatio Nfl
Wid Ratio Nft
Wid Ratio Nft
D50 mm)
0 06
D50 (mm
006
D50 mm
006
D50 mm
006
D50 mm)
0 06
D50 '(..) rihin
0 06
D84 mm
485
D84 loin)
006
D64 mm
006
D84 mm
006
D94 nun)
006
D84
006
EEP Project #D 06054 -B 37

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Wolf Pond R3 RXS -1
Photo C 19 - R3 RXS -1 Left Pin
Photo C 9 - R3 RXS -1 Right Pin
EEP Project #D 06054 -B 38

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo C 10 - R3 RXS -1 Downstream
Fieure C 7 - R3 RXS -1 Cross Section Plot
Wolf Pond R3 RXS -1
611.00
610.50 .'� A
_t_
610.00 As -Built
u_
BANKFULL
0609.50 MY1 (2008)
H MY2 (2009)
Q 609.00
w MY3 (2010)
J
w 608.50 - MY4 (2011)
�MY5 (2012)
608.00
185 190 195 200 205 210 215 220 225
STATION (FT)
EEP Project #D 06054 -B 39

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table C 6 - R3 RXS -1 Dimension Data
AS -BUILT
MYI 2006
MY2 2009
MYl 2010
MY4 011
MYS 2012
Station
Elevation I
Dace on
Station
Elevation
Darn non
Station
Elevation
Dean uon
Station
Elevation
Descn on
Station
I Elevation
Di—npbon
Station
Elevation
D—. m
18747
61012
Ir
6543
61257
R3PXSI
17792
61148
x5
188
810198
RPIN
22331
610572
S
22237
610592
XSLP
18814
61001
/anal
1015
6119
R3PXSI
17917
61149
xS
18859
610294
Ground
22249
610473
(ZMLPIZXSLP
2223
610711
xS
19192
60993
rbrial
11214
61187
R3PXSI
1816
61153
x5
19249
610271
Ground
21662
610416
S
21677
610314
XS
19579
61012
rbrioltob
12894
61143
R3PXSI
18311
61171
x5
19758
610135
Ground
21401
610087
fmizxs
21553
810303
xS
19732
60971
Y i
14025
61149
R3PXSI
18401
61158
XS
20221
609512
Ground
2116
610147
S
21457
610089
%S
20118
60996
ftrial
15699
61121
R3PXSI
19574
61124
XS
20368
608406
Ground
20892
609809
S
20997
609 am
XS
20227
60963
rbnal
16171
61100
RWXSi
18677
61066
x5
2049
608293
Graum
20738
609293
S
20991
609601
XS
20368
60931
r3ml
16933
6111
R3PXS1
1876
61021
x5
31582
608512
Groum
M68
608461
S S
2088
609496
XS
20403
W875
fbrxai
17328
61147
R3P %S1
18804
61011
XSRP09
31894
60964
Groum
20631
60838
S S
20751
60922
XS
20503
6086
Iarlalw
17857
61124
R3PXS1
IM47
61009
1 XS
20931
610004
1 Groum
20554
608234
S
1 20707
WB 378
XS
20564
60852
r3-1
18137
6115
R3P%BI
18928
61013
XS
21585
610412
Cxaum
20494
608204
S S
2084
60814
XS
20595
6DB 57
r I
IM75
61154
R3PXSI
19109
61008
XS
22194
6106
Ground
20456
608264
S
211007
600173
XS
20628
60862
r3rlaiw
1855
61125
R3P %51
19267
60999
XS
22258
610567
LPIN
20411
609298
S S
20524
600128
XS
20861
60892
r I
18816
61077
R3PXS1
19417
61005
XS
20177
610061
6 S
20434
608394
XS
20766
60932
r I
18743
61019
R3PXS1
19598
61013
XS
1988
610051
6
20378
609784
X6
20925
W977
r i
18784
61014
R3RXSIPR
19747
60985
XS
19575
610378
S
20252
610058
XS
21166
60986
r3na1
18898
60998
R3PXS1
19929
W971
XS
1904
610431
S
20178
610211
xS
21248
60959
r3rxsl
19088
6101
R3PXS1
20048
60988
xS
18813
610521
S
18904
810009
XS
21375
60994
Anal
19328
61001
R3PXSI
20168
61003
XS
188
610257
SRPZXSRP
19631
610514
xS
21593
61042
r3naltob
19489
61013
UPXS1
20253
60993
XS
18621
611293
S
19299
610355
XS
22102
61043
r3ml
19694
60986
R3PXS1
20314
60966
XS
IM72
611654
S
189 Be
610338
x5
22206
610a
r3-11
1995
60991
R3PXS7
20352
60953
XS
18804
61017
XSRP
20091
66094
R3PXS1
20384
60937
XS
2x237
60992
R3PXSI
20445
60936
x5
20374
60937
R3PXS1
20444
60B 66
xS
2038
60055
R3RXSIWS
20485
W842
XS
21419
6086
R3PXS1
20538
60824
XS
26042
6083
R3PXSI
20581
60819
XS
2057
60827
R3PXSI
21817
W831
x5
21584
60831
R3PXSI
20857
60830
XS
20622
60851
R3PXS7
211893
60B 44
x5
M717
60926
R3PXS1
M713
808 W
x5
20939
6(988
R3PXS1
20755
80) 13
xS
21092
610
R3PXS7
MB 33
6D9 in
XS
21401
60988
R3PXSI
M86
60948
XS
21608
6103
R3PXSI
21002
60964
XS
22253
61044
R3PXSI
21015
60975
X8
22258
61049
R3RXSIPL
210M
60992
Xs
22554
61103
R3PXSI
2111111
61001
XS
24702
61186
R3PXSI
21249
6099
x5
25918
81228
R3PXS7
21363
60989
XS
21446
60999
XS
21568
61024
XS
21675
61032
%S
21913
61031
XS
72116
61049
%S
22258
61049
XSLP09
22269
6104
%S
224%
61073
%S
22606
61092
XS
a"` a
ID�fi k P
Banldull Width
ft
201
Banldtill Width
fl
212
BankhIl Width
fl
252
Banldnll Width
ft
204
Bankfu Width
ft
1224
Bankfull Width
ft
1279
Bankfull Cioxs
Sectional Area ft
104
Banllfull Cmss Sectional
Arcs
103
Bankfull Cross Sectional
Area fl
97
Bankfull Cross Sectional
A= ft
105
Baddiiil Cross Sectional
Area A
104
Bankfull Cross Sectional
Area ft
113
Baddull Mean Depth ft
052
Bankfull Mean
Depth ft
049
Ba"11 Mears
Delith ft
039
Banldhll Mean
Depth ft
05
Bankfull Mean Depth
fl
085
Bankfull Mean Depth
ft
088
Banldull Max Depth ft
16
Bankfull Max Depth
ft
186
Bankfull Max Depth
ft
194
Bankfull Max Depth
fl
18
Bankfull Max Depth
ft
207
Bankfull Max Dcpth
ft
2 14
Flood Prone Width ft
121
Flood Prone Width
ft
121
Flood Prone Width
ft
121
Flood Prone Width
fl
121
Flood Prone Width
fl
121
Flood Prone Width
fl
121
Entrenchment Ratio ft/ft
601
Entrrnchmrnt Ratio
AI
5 72
Enumnchrumt Ratio
1/ft
480
Entrenchmmt Ratio
R
59
Entrenchment Ratio
ft/ft
989
Enuenchmrnt Ratio
(fl/ft)
946
Wldth/D th Ratio ft/fl
3910
Width/Depth Ratio (ft/ft)
4335
Width/D Ih Rano (fiffil
6517
WulthlDctith Ratio fl/ft
798
Width/D Rau ft/ft
144
WidthIDepth Ratio ft/ft
145
D50 mm
1347
D50 (mm
647
D50 mm
006
D50 mm
2 50
D50 mm
485
D50 mm
257
D84 mm)
226
D94 mm
2095
D84 mm
570
D84 mm
12 87
D84 mm
1208
D84 mm
6 95
EEP Project #D 06054 -B 40

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Wolf Pond R3 PXS -1
Photo C 11 - R3 PXS -1 Left Pin
Photo C 12 - R3 PXS -1 Right Pin
EEP Project #D 06054 -B 41

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
616.00
615.50
615.00
614.50
614.00
U.
Z 613.50
613.00
Q
w 612.50
w 612.00
611.50
611.00
pbmw� 71
Photo C 13 - R3 PXS -1 Downstream
L a - Ks rxs -i t-ross Nectnon riot
Wolf Pond R3 PXS -1
As -Built
BANKFULL
MY1 (2008)
MY2 (2009)
MY3 (2010)
- - -- MY4 (2011)
_MY5 (2012)
26 31 36 41 46 51 56 61 66 71
STATION (FT)
EEP Project #D 06054 -B 42

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 7 - R3 PXS -1 Dimension Data
AS -BUILT
MYI 008
MY2 009
MY3 2010
MY4 2011
MYS 012
Station
Elevation I
D— on
Station
Elevanon
Dacn son
Station
Elmation
Deson non
Station
I Elmnon
D—plion
Station
Elevation
Da.n lion
Station
Elevation
Darn ton
291
61508
1r
104
61809
MPXS1
1835
61648
XS
2903
615127
RPIN
251
61549
5
2915
615127
XSRP
2952
61503
1
1565
61647
R3P%51
1971
61609
XS
2958
615066
Ground
2812
615202
axsvxs
MIS
615058
XS
3116
61493
011.5
2502
61587
MPXSI
2178
61582
%S
3266
614551
Ground
2915
6150T/
SLP SLP
3162
614885
XS
3296
61447
1
2909
61512
R3PXSIPR
2346
61573
%S
367
614442
Ground
2959
615036
S S
n
614W
XS
4176
61428
1
2926
61511
R3PXSIPR
2597
615M
n
4218
814226
Ground
3161
614891
S
3408
61438
XS
4637
61307
r3pml
3298
61484
R3PXSI
2786
61521
%S
4437
'it 3977
G—M
3194
614655
S S
3731
614303
XS
4778
61256
1.
336
61442
R3PXS1
2877
61505
XSRP09
4709
612974
Ground
3331
614402
S S
4097
614286
XS
4]93
61221
QM1
3899
61425
R3Pnl
2939
615
XS
476
612342
Ground
3477
61435
aXEIM2
4443
613965
XS
41101
6119
r3 m1
4159
61433
R3PXS1
W87
61489
%S
486
61231
Ground
3693
614362
XS S
4563
613545
XS
5011
61215
r3 ml
4426
6139
R3PXS1
3259
614"
XS
513
612908
Ground
1 3837
614321
XS XS
1 4657
613136
XS
511
81255
r3 xslw
4614
61338
R3PXS1
3379
61433
%S
5373
613235
Ground
3987
614246
XS S
4757
612389
XS
5349
61289
r3 m1
4711
61303
R3PXS1
3561
61435
XS
5879
613283
Ground
41 68
61419]
S
4804
612134
XS
5833
61341
r3 xsl
475
6126
R3PXS1
W82
61433
XS
602
613868
Ground
4308
614029
(ZXSIZXS
4859
612037
XS
635
61394
ra m1
47 fi5
612.26
R3PXS1
W63
61433
n
6353
614216
Gronnd
4367
613918
S S
4932
812117
%S
6877
6145
r3 mltob
4766
61266
R3PXSIWS
4021
61435
xS
6976
614 W5
Groin
M78
613739
S
5002
612336
XS
7031
61462
011
47M
61200
R3PXS1
4185
61421
XS
70M
614644
LPIN
459
613389
S S
503
6125M
XS
4818
61194
R3PXS1
4365
81396
%S
4663
613121
S S
515
612943
XS
4926
61195
R3PXSI
4451
61376
%S
4707
612892
5 S
5297
613049
%S
5001
6121
R3PXS1
4576
61338
XS
4722
612431
S S
5566
613216
XS
5051
61222
R3PXS7
4887
6129
XS
4783
612158
S S
5685
613398
XS
5136
61251
R3PXSI
4749
61226
XS
4841
61211
S
5993
6137"
XS
5248
61281
R3PXS1
4765
61231
XS
4891
612061
S S
619
614006
%S
5356
61308
R3PXSI
4813
61235
XS
497
612259
XS 5
6486
614199
%S
5656
61322
R3PXS1
1883
61232
XS
W29
612523
S 8
W72
614378
xs
5B
61338
R3PX81
4952
61243
XS
5143
612857
S XS
6785
614492
%S
6141
61389
R3PXS1
W51
61254
XS
5261
613004
5 S
7021
614572
xS
44547
6142
R3PXS1
5162
61273
XS
5434
613224
S S
7034
614615
XSLP
6]99
61456
R3PXSI
5256
61301
XS
558
6131M
S S
7D
61467
MPXSIPL
5356
81315
XS
5725
613152
S XS
7051
6146
R3PXS1
5485
61318
XS
5851
613437
S S
7383
61466
R3PXS1
5632
61319
XS
6112
61388
S S
7659
61509
R3PXS1
5778
6131
XS
00
614138
S XS
8408
61512
R3PXS1
SBm
61336
x5
W52
614399
XS XS
886
61579
R3PXS1
565
61372
XS
5656
614613
S S
9831
61586
R3PXSI
6153
61402
XS
7035
614578
2 SRP
10557
61555
R3PXS1
6345
61403
XS
7081
61468
ZLP %S S
11546
61507
R3PXS1
6564
61429
XS
7326
614655
S S
12721
6151
R3PXS1
6711
61439
XS
6784
61451
XS
6968
61451
XS
5696
61459
XSLP09
Bankfull Width
fl
35 8
Banldoll Width
ft
344
Bank dl Width
ft
37 1
Banldull Width
ft
30.87
Bankfull Width
fl
33.21
Bankfull Width
ft
3521
Bankfull Cross
Sectmnal Area ft
316
Bankfull Cross Sectional Area
32 1
Banldidl Cross Sectional Ain ft
31 4
Bankfull Cross Sectional
Area ft
27.9
Bankfull Cross Smuonal Area fl
31.0
Banldnll Crass Sectional
Area ft
305
Banldull�vfean D ft
088
Banldnll Mean th fl
0 93
Banididl Mean D th ft
0 85
Banldull
090
Bankfull Mean th fl
093
Banldoll Mean
N R
097
Bankfid1 Max D th ft
2 6
Bankfull Max D ft
2 62
Batddidl Max th ft
2 3
Bankfull Max
WWI,
ih ft
2 25
Bankfull Max R
11.
Baiilfidl Max
ft
2 16
Flood Pmne Width fl
Flood Prone Width fl
Flood Prone Width ft
Flood Prone Width fl
Flood Pmne Wtdih fl
Flood Proire Width
ft
Ennendmcent Ratio ft)
Enlrendmiml Ratio Nfl
Entiendimmt Ban. Nfl
Enlnmdi 11, Ratio Nft
Entrenchment Ratio Nfl
Entimdunmt Ratio
Nfl
Wtd Ratio Nfl
Wid Ratio Nft
Wid Ratio Nfl
Wtd ih Ratio NR
Wid Ih Ratio Nft
Wid Ratio (ft/ft)
D50 mm)
5 96
D50 (tnm)
263
D50 mm)
096
D50 mm)
063
D50 mm)
048
D50 mm)
006
D. mm)
12 71
DS4 mm)
5 70
D84 mm)
5 70
D84 vun
400
D84 mm)
7 14
D84 mm)
1365
EEP Project #D 06054 -B 43

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Figure C 9 - Reach 1 Longitudinal Profile
Wolf Pond Reach 1
Longitudinal Profile Single Sheet
EEP Project #D 06054 -B 44
TW -As Built
saa
-
TW - MY1
TW - MY2
TW - MY3
x x
TW - MY4
x x x
sob
TW - MY5
x
WS - MY1
0 <2> O x x x O
WS -MY5
000 O O 00 O
x
* 0 O x° x0 x x
x TOB - As Built
0 x °° �O x O O X x X
F� x
x
x TOB - MYl
sos
Q --_
x
OX o9QQ 0 9_ c x' <x Q
° Q�i-' C' M
x x
O TOB -MY2
° X
Q O
❑ ❑ ° DQ 6i
X
❑ 0 00 xO X0, ®° «
X
x x x Xx X
O
Q TOB -MY3
aQ ❑ x
X
�� Ox X °K
X Q °
0 &O� -O X x0 x X
X Ox
TOB -MY4
❑
* xC�f x o XX x
°x .. ❑° �d'000 � 6A
x
O x O*h O
TOB - MYS
!x�
Q ❑� ❑ �❑ x D x XX IC
x
OX 00 X x
602
x
xOx x
Beaver Dam before breach
,X
x
X , )COX 0 ax xx x
❑ ❑ '�Q O 'g�
Beaver Dam after breach
o
Q Q
DO
°
Q A L. xxXo 0 34 �5c
Q X Q r' O X
x�
j
m° x
°
x x
x
w
--
Q Q° x x6 o Si0>f "' >N
O
Pj Q
x�'nc
Q i�
600
4 D
rip
O� p, 0 4 x
cat X I Ox" X
Q Q Q D n°
1
x
x° Q:, X Q'b Ox X x X x
7OL
x ° O
❑ 930 Q Q <74 6> x0 0 x x
Q XQ ' at e ® XO X XK x
Q
' O
Q a ° O Q D X
0 13 CJ
4
598
X X
x ❑ °
0
596
594
21800 22000
22200
22400
22600
22800 23000
Station (ft)
EEP Project #D 06054 -B 44

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Figure C 10 - Reach 2 Longitudinal Profile
Wolf Pond Reach 2
Longitudinal Profile Single Sheet
- - TW - As Built
x TW - MYl
x x TW -MY2
x X
624 x
x x TW- MY3
x
x
TW -MY4
x x
O
O x TW - MY5
x x
O x x x
x x WS - MYl
x
O
Q7 x x x
xX WS - MY5
619 �' x r. TOB - As Built
x� �O x x
0 X x
x x TOB - MYl
O X x x
x0 x 0 i �0 � 00 x x x O TOB - MY2
m 0 052 O� ISc 0 X X x
w 0' O x 0 TOB - MY3
W X 0 ,d o
x
614 0 -IL 0 O)Il>00V x O TOB - MY4
X � x
p oxXK0 O X x TOB - MY5
p O 9,�> x x
00 O O x x
4? x x
00 ® " °t X x x x
O E3 y O X x X x
O O x X x x
0" yxX * 000 x x
0 cox Wla' O x x
x
0 0 0 x Xx x x
� o �`x� O O x xX x X
609 7 ' - 0 OO
S 00 x x
0 0 °x �c X 0,� X� �ii*X 0 4<i� '_ 0' 00 � x 0 O X x
'6 �E0 xyr0 O vxffx Ca
0 0 RS R ox x TAO >��0,4,a �00 O
ho
O
604
10000 10200 10400 10600 10800 11000 11200 11400 11600
Station (ft)
EEP Project #D 06054 -B 45

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Fieure C 11 - Reach 3 i,nneitudinal Profile
EEP Project #D 06054 -B 46
Wolf Pond Reach 3
Longitudinal Profile Single Sheet
616
° °
+O° 000
° X x
+
xx
0 0 1
A
0 PO O dic X
0 ,0: x
-°
+
, +
614
° O• 9
° ° 0 cos aX0
x � x +. + x x- z +
0
x _0
�F
-
x pEyi X 1� > x +.
+
0
k XO
° x ii 8 {�•X *�tOO O
a
% +
IeLQc'�
+ +
�L] Y'
- --
0 °
X
-
4 +
612
E3 + y- 1,
TW - As Built
x
X } +
X 4+
0
0 x jXX + + +
'} +
x
TW - MY1
x0 x - x x
7W - MY2
° - x + �+.
c
610
TW -MY3
X + + +
x ° x (p
x
=
0 o V O
X ++
w
u,
TW - MY4
`0 6X° 13 x
x X AC '
x ❑.+
0 e^ x
TW - MY5
°O x X *
- - ° `tom K
608
x +
0
0 x + + f +
V Ala �p
WS -MYl
- 0
x�
X° X it x x
x x ,F ++
C7
WS - MY5
x.: X [iG'O -4� x X + + X _
EX a � x. _ X+ 0
+ TOB - As Built
6os
O
x TOB - MYl
TOB - MY2
TOB -MY3
604
TOB - MY4
TOB - MY5
602
20000
20200
20400
20600 20800 21000
21200
21400 21600
Station (ft)
EEP Project #D 06054 -B 46

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Figure C 12 - RI RXS -1 Pebble Count
Pebble Count Wolf Pond R1 RXS -1
100%
100%
90
80%
0-- Asbuilt (2008)
y
70%
—"— MY1 (2008)
60%
90%
a
500/
= —MY2 (2009)
40%
--[ —MY 3 (2010)
E
30%
80%
U
20%
MY 5 (2012)
100/
—4—Asbuilt (2008)
0%
pp
pp3
v 70%
60% IN
a 50%
40
Lp��pp
MY2 (2009)
W-11111
.75 30%
E 20%
10%
No
—.*—MY4(2011)
WROA
M
0%
pp3 p�3 pc�0 ,LpO �p0 3Lp0 ��ap0 y1Lp0 �pNQ,
Particle Size (mm)
Figure C 13 - RI PXS -I Pebble Count
Pebble Count Wolf Pond R1 PXS -1
EEP Project #D 06054 -B 47
100%
90
80%
0-- Asbuilt (2008)
y
70%
—"— MY1 (2008)
60%
a
500/
= —MY2 (2009)
40%
--[ —MY 3 (2010)
E
30%
— lit —MY 4 (2011)
U
20%
MY 5 (2012)
100/
0%
pp
pp3
pti3 pyp Jpp spp Stipp y0,�p0 g1�
Lp��pp
Particle Size (mm)
EEP Project #D 06054 -B 47

100%
90%
80%
as 70%
60%
a 50%
40%
30%
20%
u 10%
0%
Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
r Igure 1 14 - KL KX5 -t renme lAunt
Pebble Count Wolf Pond R2 RXS -1
0�3 0'L3 050 'L p0 (b p0 3tiP0 �1�P0 y1,LP0 OKbp0
ti
Particle Size (mm)
Figure C 15 - R2 RXS -2 Pebble Count
Pebble Count Wolf Pond R2 RXS -2
100%
—4—Asbuilt (2008)
MY1 (2008)
m I —M-- MY 3 (2010)
1
90%
80%
�Asbuilt (2008)
9-ZAM
70%
—rf— MY1 (2008)
60%
a
50%
-- rk —MY2 (2009)
=>
0�3 0'L3 050 'L p0 (b p0 3tiP0 �1�P0 y1,LP0 OKbp0
ti
Particle Size (mm)
Figure C 15 - R2 RXS -2 Pebble Count
Pebble Count Wolf Pond R2 RXS -2
EEP Project #D 06054 -B 48
100%
90%
80%
�Asbuilt (2008)
70%
—rf— MY1 (2008)
60%
a
50%
-- rk —MY2 (2009)
=>
40%
)( MY 3 (2010)
30%
--*—MY 4 (2011)
E
20%
u
10%
—*—MY 5 (2012)
0%
fj0 PZ 00
0p
0N3 O50 ,LOO s %PZ 4 "PZ
3,-013 .0%
y' Oa
'L
Particle Size (mm)
EEP Project #D 06054 -B 48

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Figure C 16 - R2 PXS -1 Pebble Count
Pebble Count Wolf Pond R2 PXS -1
Figure C 17 - R2 PXS -2 Pebble Count
100%
Pebble Count Wolf Pond
R2 PXS -2
90%
5 (2010)
:t
80%
-4— Asbuilt (2008)
+ Asbuilt (2008)
70%
—0-- MY1 (2008)
L
60%
a
50%
- -1 —MY2 (2009)
40%
—** —MY 3 (2010)
—!— MY1 (2008)
�—MY2 (2009)
—"—MY —MY 3 (2010)
30%
— Mh —MY4 (2 011)
20%
V
10%
' = MY 5 (2012)
0%
0�3
0�3 Oy0 ,L00 $�0 3,L�0 10,00
y,'L�0 Op,`b00
'L
Particle Size (mm)
Figure C 17 - R2 PXS -2 Pebble Count
Pebble Count Wolf Pond
R2 PXS -2
100%
90%
5 (2010)
:t
a; 80%
+ Asbuilt (2008)
70%
u- 60
v
a 50%
v
40%
—!— MY1 (2008)
�—MY2 (2009)
—"—MY —MY 3 (2010)
E 30%
--w— MY 4 (2011)
u' 20%
—*--MY
10%
0%
0�3 0,3 oc�0 L00 X00 3LO0 10`b�o Oa�00
4,1-
ti
Particle Size (mm)
EEP Project #D 06054 -B 49
5 (2010)
EEP Project #D 06054 -B 49

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Fieure C 19 - R3 PXS -1 Pebble Count
Pebble Count Wolf Pond R3 PXS -1
100 %:
rigure C i8 - R3 RXS -i reunie Count
Pebble Count Wolf Pond R3
RXS -1
100%
,�lllll�lllll�
90%
80%
--s—Asbuilt (200M8)M
70%
60%
a
SO%
K"
4 0%
��Oww A I
tAsbuilt (2008)
30%
20%
10%
0%
--a— MY1 (2008)
—MY2 (2009)
--)0— MY 3 (2010)
�1�b�0 hti'L�0 0N1600
ti
Particle Size (mm)
Fieure C 19 - R3 PXS -1 Pebble Count
Pebble Count Wolf Pond R3 PXS -1
100 %:
90%
,�lllll�lllll�
a; 80%
tAsbuilt (2008)
70%
60%
a 50%
40%
Fieure C 19 - R3 PXS -1 Pebble Count
Pebble Count Wolf Pond R3 PXS -1
100 %:
90%
a; 80%
tAsbuilt (2008)
70%
60%
a 50%
40%
--a— MY1 (2008)
—MY2 (2009)
--)0— MY 3 (2010)
30%
—*(—MY 4 (2011)
u' 20%
MY5(2012)
10%
0%
ADO 3I P0
��$DO 51L010 Op`b00
ti
Particle Size (mm)
EEP Project #D 06054 -B 50

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix D - Site Photos
Table of Contents
Photo Points .53
Problem Area Photos 70
Vegetation Photos 76
List of Photos
Photo Point 1 ........
. .. ......... 53
Photo Point 2
..................... 53
Photo Point 3
54
Photo Point 4
54
Photo Point 5
55
Photo Point 6. .... .... .....
...... ......... ... ...... 55
Photo Point 7
........... 56
Photo Point 8
................... 56
Photo Point 9 . e .
...... . . . 57
Photo Point 10
.57
Photo Point 11 ...
....... ... 59
Photo Point 12
.. . ... ...... 59
Photo Point 13
59
Photo Point 14 . ...........
.............. . . ....... 59
Photo Point 15
60
Photo Point 16
60
PhotoPoint 17 .... ............................... ..............................
. . ............. 61
Photo Point 18
62
Photo Point 19
63
Photo Point 20
63
Photo Point 21
.. 63
Photo Point 22 . ......... . ..........................
...... 63
Photo Point 23
64
PhotoPoint 24 . ............ ................
............ . ...... 64
Photo Point 25
...... 65
Photo Point 26
........ . ............ ........ 65
Photo Point 27.
.... ........ ....... 66
EEP Project #D 06054 -B 51

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 28 67
Photo Point 29 .......... . ................ ... ...... .. 67
Photo Point 30 67
Photo Point 31 69
Photo Point 32 ...69
Photo Point 33 . 69
Problem Area MY4 -PA6
Problem Area MY4 -PA8 ....
Problem Area MY4 -PA7
Problem Area MY3 -PA4
Problem Area MY4 -PA2
Problem Area MY4 -PA4
Problem Area MY4 -PA3
Problem Area MY4 -PA5
Problem Area MY4 -PA 1
Problem Area MY5 -PA2
Problem Area MY5 -PA 1
Photo D 1 a - Vegetation Plot WP 1 Spring
Photo D lb - Vegetation Plot WP 1 Fall. .. .......... ........ .
Photo D 2a - Vegetation Plot WP2 Spring. ......... .........
Photo D 2b - Vegetation Plot WP2 Fall
Photo D 3a - Vegetation Plot WP3 Spring
Photo D 3b - Vegetation Plot WP3 Fall
Photo D 4a - Vegetation Plot WP4 Spring
Photo D 4b - Vegetation Plot WP4 Fall
Photo D 5a - Vegetation Plot WP5 Spring ...... .............. ...
Photo D 5b - Vegetation Plot WP5 Fall
EEP Project #D 06054 -B 52
69
69
71
71
72
72
69
73
74
...... 74
75
77
77
.78
77
79
79
80
80
81
78

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Points
Photo Point 1
Photo Point 2
EEP Project #D 06054 -B 53

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 3
Photo Point 4
EEP Project #D 06054 -B 54

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 5
Photo Point 6
EEP Project #D 06054 -B 55

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 7
Photo Point 8
EEP Project #D 06054 -B 56

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 9
Photo Point 10
EEP Project #D 06054 -B 57

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 11
Photo Point 12
EEP Project #D 06054 -B 58

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 13
Photo Point 14
EEP Project #D 06054 -B 59

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 15
Photo Point 16
EEP Project #D 06054 -B 60

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 17 (Vane flooded by backwater)
Photo Point 18
EEP Project #D 06054 -B 61

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 19
Photo Point 20
EEP Project #D 06054 -B 62

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 21
Photo Point 22
EEP Project #D 06054 -B 63

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 23
Photo Point 24
EEP Project #D 06054 -B 64

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 25
Photo Point 26
EEP Project #D 06054 -B 65

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 27 (sill is under beaver dam)
Photo Point 28
EEP Project #D 06054 -B 66

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 29
Photo Point 30
EEP Project #D 06054 -B 67

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 31
Photo Point 32
EEP Project #D 06054 -B 68

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 33
EEP Project #D 06054 -B 69

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Problem Area Photos
Problem Area MY4 PA -6
Problem Area MY4 PA -8
EEP Project 4D 06054 -B 70

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Problem Area MY4 PA -7 and MY 5 PA-6
Problem Area MY3 PA -4 Healed
EEP Project #D 06054 -B 71

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Problem Area MY4 PA -2
Problem Area MY4 PA-4
EEP Project #D 06054 -B 72

rr Jio
Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Problem Area MY4 PA -3
At -y
Problem Area MY4 PA -5
EEP Project #D 06054 -B 73

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Problem Area MY4 PA -1
Problem Area MY5 PA -2
EEP Project #D 06054 -B 74

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Problem Area MY5 PA -1
EEP Project #D 06054 -B 75

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Vegetation Photos
Photo D la - Vegetation Plot WPI Spring 2012
Photo D lb - Vegetation Plot WPI Fall 2012
EEP Project #D 06054 -B 76

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo D2a - Vegetation Plot WP2 Spring 2012
Photo D2b - Vegetation Plot WP2 Fall 2012
EEP Project #D 06054 -B 77

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo D3a - Vegetation Plot WP3 Spring 2012
Photo D3a - Vegetation Plot WP3 Fall 2012
EEP Project #D 06054 -B 78

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo D4a - Vegetation Plot WP4 Spring 2012
Photo DO - Vegetation Plot WP4 Fall 2012
EEP Project #D 06054 -B 79

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo D5a - Vegetation Plot WP5 Spring 2012
Photo D5b - Vegetation Plot WP5 Fall 2012
EEP Project #D 06054 -B 80

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix E - Vegetation Data
Table of Contents
Table E 1
— MY5 (2012) Plot WP 1 Data
Table E 2
— MY5 (2012) Plot WP2 Data
Table E 3
— MY5 (2012) Plot WP3 Data
Table E 4
— MY5 (2012) Plot WP4 Data
Table E 5
— MY5 (2012) Plot WP5 Data .
EEP Project #D 06054 -B 81
.
........
82
82
........
83
...
83
84

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table E 1 - MY5 (2012) Plot WP1 Data
Table E 2 - MY5 (2012) Plot WP2 Data
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
X m
Y m
mm
cm
cm
mm
cm
cm
1
FP
0.29
9.59
330
37
4
384
55
4
2
FP
0.35
2.49
16
191
6
4
5
315
17
4
3
FP
0.39
0.28
265
14
4
359
22
4
4
AT
0.62
4.51
26
247
13
4
313
21
4
5
FP
1.57
6.73
16
315
27
4
25
437
45
4
6
FP
2.67
9.00
6
348
37
4
7
431
68
4
7
CO
2.93
1.19
8
Q
3.32
3.46
26
194
10
4
30
227
14
4
9
QP
3.90
5.33
10
BN
4.70
7.21
531*
48
4
531*
79
4
11
BN
5.59
2.50
5
397*
35
4
9
397*
65
4
12
QN
5.61
9.14
26
190
6
4
279
15
4
13
BN
6.13
5.04
9
371
30
4
11
371 *
58
4
14
BN
6.97
7.60
315*
15
4
381
22
4
15
QP
8.26
2.43
16
QP
8.53
5.05
10
60
4
10
64
4
Browsed
17
QP
9.81
7.56
18
207
6
4
292
11
4
Table E 2 - MY5 (2012) Plot WP2 Data
* No attempt to measure height
EEP Project #D 06054 -B 82
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
X m
Y m
mm
cm
cm
mm
cm
cm
1
AT
0.22
5.02
2
CO
0.26
7.97
3
23
4
5
28
4
3
CO
0.35
0.41
4
FP
1.97
2.76
26
247
13
4
313
21
4
5
QM
2.48
5.21
16
138
4
25
197
9
4
6
CO
3.01
0.37
6
25
4
7
25
4
7
QM
1 3.25
8.07
8
FP
4.44
2.83
26
194
10
4
30
227
14
4
9
QM
5.03
5.14
10
QN
5.55
0.56
11
QP
6.18
8.00
5
55
4
9
63
4
12
QM
7.01
2.96
26
190
6
4
279
15
4
13
QM
7.73
5.52
9
1 60
4
11
73
1
4
14
QN
8.20
0.84
315*
15
4
381
22
4
15
AT
8.99
8.06
16
QN
9.58
2.13
* No attempt to measure height
EEP Project #D 06054 -B 82

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table E 3 - MY5 (2012) Plot WP3 Data
Table E 4 - MY5 2012 Plot WP4 Data
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
o
X (m)
Y (m)
(mm)
(cm)
(cm)
(mm)
(cm)
(cm)
1
FP
0.15
7.12
1
253
11
4
253
15
4
2
AT
0.29
1.45
2
QM
0.95
9.83
0
15
3
QM
0.30
9.80
10
121
1.01
4
13
190
5
4
4
QP
0.37
4.29
6
63
1.03
4
6
94
19
4
Browsed
5
FP
2.31
7.16
5
295
18
4
320
21
4
6
CO
2.86
9.91
10
94
3.06
4
11
75
4
7
BN
2.87
1.65
11
49
3.17
4
8
QM
3.13
4.21
12
195
5
4
16
226
8
4
9
AT
4.58
7.21
9
QP
3.32
2.56
292
18
1 4
10
BN
5.29
1.81
10
283
9
4
307
10
4
11
CO
5.65
9.85
11
BN
5.59
5.70
349
23
4
12
QN
5.82
4.47
8
94
5.66
4
8
1 105
20
4
13
CO
6.65
7.28
13
BN
5.70
7.65
372
29
4
14
BN
7.46
1.68
14
277
11
4
333
13
4
15
QP
8.48
4.42
6
30
6.01
2
7
118
30
4
16
QM
8.62
9.86
22
204
8
4
32
210
12
4
17
QN
8.82
7.25
17
260
9
4
303
14
4
18
BN
9.90
1.68
16
220
5
3
16
220
5
3
Table E 4 - MY5 2012 Plot WP4 Data
* No attempt to measure height
EEP Project #D 06054 -B 83
Spring Data
Fall Data
Notes
N
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
o
X (m)
Y (m)
(mm)
(cm)
(cm)
(mm)
(cm)
(cm)
1
CO
0.87
0.22
2
QM
0.95
9.83
0
15
176
7
4
Stump Sprout
3
QN
1.01
7.32
4
FP
1.03
4.62
293
19
4
409
32
4
5
Q
1.23
2.40
6
Q
3.06
9.49
7
Q
3.17
0.34
8
QM
3.20
6.91
348
24
4
437
37
4
9
QP
3.32
2.56
292
18
1 4
363
19
4
10
QM
3.36
4.72
318
20
1 4
417
30
4
11
BN
5.59
5.70
349
23
4
349*
31
4
12
BN
5.66
9.70
281
20
4
281*
35
4
13
BN
5.70
7.65
372
29
4
372*
46
4
14
BN
6.00
3.63
395*
41
4
395*
55
4
15
BN
6.01
1.54
388*
30
4
388*
48
4
16
FP
8.30
8.38
297
23
4
340
35
4
17
AT
8.86
3.86
18
QN
8.90
1.65
19
QP
9.00
1 6.04
19
248
1 13
4
5
114
4
Stump Sprout
* No attempt to measure height
EEP Project #D 06054 -B 83

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table E 5 — MY5 (2012) Plot WP5 Data
* No attempt to measure height
EEP Project #D 06054 -B 84
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vig
or
X m
Y m
mm
cm
cm
mm
cm
cm
1
AT
0.32
7.22
0
2
17
4
Stump Sprout
2
AT
1.38
2.12
0
8
123
4
Stump Sprout
3
AT
1.40
4.89
4
FP
2.49
9.88
355*
33
4
355*
59
4
5
QP
3.65
7.74
6
QP
4.35
5.29
327
19
4
327*
35
4
7
FP
4.47
2.61
341
29
4
341*
52
4
8
CO
5.60
9.50
7
38
4
0
9
CO
6.67
7.21
10
Q
6.95
2.18
11
CO
7.18
4.73
4
18
1 4
0
12
BN
8.91
8.37
13
BN
9.57
0.48
369*
29
4
369*
43
4
14
BN
9.88
3.00
332
18
4
332*
22
4
15
BN
9.95
5.40
355
22
4
355*
28
4
* No attempt to measure height
EEP Project #D 06054 -B 84

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix F - Rainfall Data
EBX Wolf Pond MY 5 2012 Rainfall Daily Summary
Date
(Rainfall)
9/28/2011
001
9/30/2011
001
10/11/2011
065
10/12/2011
034
10/13/2011
002
10/14/2011
001
10/17/2011
001
10/19/2011
049
10/26/2011
001
10/28/2011
005
10/29/2011
061
10/30/2011
001
11/3/2011
013
11/4/2011
041
11/5/2011
002
11/6/2011
001
11/8/2011
001
11/11/2011
008
11/16/2011
002
11/17/2011
008
11/18/2011
029
11/19/2011
001
11/21/2011
004
11/22/2011
001
11/23/2011
062
11/24/2011
001
11/25/2011
001
11/27/2011
001
11/28/2011
015
11/29/2011
002
12/1/2011
05
12/3/2011
001
12/5/2011
003
12/7/2011
018
12/18/2011
001
12/20/2011
002
12/21/2011
013
12/22/2011
001
12/24/2011
003
12/27/2011
084
12/28/2011
01
12/29/2011
001
1/1/2012
001
1/8/2012
012
1/9/2012
024
1/10/2012
002
1/12/2012
001
1/13/2012
08
1/14/2012
003
1/17/2012
02
1/18/2012
027
1/19/2012
003
1/20/2012
006
1/21/2012
03
1/25/2012
03
1/27/2012
036
1/28/2012
009
2/2/2012
021
2/4/2012
007
2/5/2012
009
2/11/2012
001
2/16/2012
006
2/17/2012
001
2/19/2012
03
2/20/2012
001
2/21/2012
001
2/23/2012
004
2/24/2012
014
2/27/2012
004
3/2/2012
034
3/3/2012
002
3/4/2012
002
3/5/2012
1 24
EEP Project #D 06054 -B 85
3/6/2012
009
3/9/2012
027
3/13/2012
002
3/15/2012
Oil
3/16/2012
004
3/17/2012
009
3/18/2012
019
3/19/2012
001
3/23/2012
001
3/24/2012
041
3/25/2012
001
3/30/2012
004
3/31/2012
064
4/1/2012
001
4/2/2012
001
4/4/2012
166
4/5/2012
018
4/6/2012
035
4/18/2012
024
4/19/2012
002
4/22/2012
12
4/25/2012
013
4/26/2012
062
4/27/2012
013
5/8/2012
042
5/9/2012
084
5/13/2012
024
5/14/2012
124
5/16/2012
06
5/21/2012
017
5/22/2012
013
5/23/2012
024
5/28/2012
014
5/29/2012
118
5/30/2012
003
6/1/2012
092
6/4/2012
0
01

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
6/5/2012
Oil
6/10/2012
001
6/11/2012
046
6/12/2012
006
6/13/2012
026
6/20/2012
102
6/23/2012
006
6/24/2012
004
6/26/2012
006
7/1/2012
017
7/3/2012
067
7/4/2012
008
7/5/2012
205
7/10/2012
043
7/12/2012
004
7/13/2012
005
7/16/2012
03
7/17/2012
Oil
7/18/2012
006
7/20/2012
002
7/21/2012
001
7/23/2012
001
7/25/2012
007
7/27/2012
001
7/28/2012
087
7/30/2012
003
7/31/2012
007
EEP Project #D 06054 -B 86
8/1/2012
001
8/2/2012
048
8/4/2012
002
8/5/2012
001
8/6/2012
Oil
8/7/2012
096
8/8/2012
246
8/9/2012
123
8/10/2012
005
8/11/2012
Oil
8/12/2012
001
8/16/2012
001
8/17/2012
0.71
8/19/2012
158
8/20/2012
076
8/22/2012
003
8/25/2012
001
8/27/2012
042
8/28/2012
039
8/29/2012
018
9/2/2012
001
9/3/2012
072
9/4/2012
068
9/6/2012
037
9/7/2012
001
9/8/2012
018
9/12/2012
001

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Appendix G - Morphology Tables
EEP Project #D 06054 -B 87

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table G -1— MY4 (2011) Wolfpond Reach 1 Morphology and Hydraulic Monitoring Summary
Parameter
RI RXS -1
RI PXS -1
Riffle
Pool
MY2 2009
MY3
2010)
0 If-
1)
MY5 (2012)
r
'14
Dimension
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY]
MY2
MY3
MY4
MY5
BF Width (ft)
237
220
264
212
198
208
330
35 1
438
379
302
2726
Floodprone Width (ft)
97
97
97
97
97
97
-
-
-
-
-
-
BF Cross Sectional Area
(ft)
204
242
247
227
229
237
400
486
522
467
424
472
BF Mean Depth (ft)
086
1 10
094
107
1 16
1 14
121
13831
1 19
123
141
173
BF Max Depth (ft)
224
283
284
286
231
244
306
339
3 52
344
335
309
Width/Depth Ratio
2750
1995
28 15
1980
1700
183
-
-
-
-
-
-
Entrenchment Ratio
409
442
368
46
491
465
-
-
-
-
-
-
Bank Height Ratio
1 00
100
100
100
100
1 00
-
-
-
-
-
-
Substrate
Riffle length ft
2196
6285
d50 (mm) 18 88 10 88 10 06 10 06 10 06 10 06 16 21 14 00 10 06 10 06 10 06 10 06
d84 (mm) 18 75 8 00 0 06 0 06 4 68 0 06 14 21 1130 0 06 6 47 0 06 FO —06
Parameter
MYO
2008
MY1 2008)
MY2 2009
MY3
2010)
MY4 (20
1)
MY5 (2012)
r
x
Naomi
PN
NOW
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Ma
Mee
Channel Beltwidth ft
5602
9454
7961
55
98
81
5072
909
7452
473
8414
708
5281
8926
7659
506
872
743
Radius of Curvature ft
3657
666
3906
35
70
40
371
6936
3989
3177
6392
374
3437
6645
3823
3333
654
379
Meander Wavelength ft
1605
2334
17937
158
230
177
1671
22105
1806
1713
23411
189
1695
231 1
18566
17022
232
187
Meander Width ratio
236
399
3 36
25
445
368
1924
345
283
223
397
334
267
452
3 878
219
391
324
Profile
Riffle length ft
2196
6285
4081
2083
526
388
1442
7837
4364
1758
841
426
4 437
3325
682
575
55 1
104
Riffle slope ft/ft
00093
00401
00134
0 006
004
001
0 011
0 020
0 011
0 014
0 028
0 015
0 009
0 051
0 029
0 009
005
003
Pool length ft
4925
8426
7326
5928
827
726
3432
13945
4707
4022
9025
51 8
2909
1485
4789
302
143
483
Poolspacing ft
94 75
1361
113 19
1 92
1 145
119
91 17
12471
1 10541
1 9034
13367
1 999
2631
2329
12957
1179
88 3
165
gx
>
Additional Reach Parameters
Valley Len ft
Channel Length ft
1056
1056
1056
1056
1056
1056
Sinuosity
1 26
126
126
126
126
126
Water Surface Slope ft/ft
00062
00058
00058
N/A
N/A
N/A
BF slope ft/ft
00068
00059
00059
00056
00061
00061
Ros en Classification
C4
C4
C4
C4
I
C4
C4
Habitat Index*
N/A
N/A
N/A
N/A
N/A
N/A
Macrobenthos*
N/A
N/A
N/A
N/A
N/A
N/A
EEP Project #D 06054 -B 88

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table G -2 — MY4 (2011) Wolfpond Reach 2 Morphology and Hydraulic Monitoring Summary
Parameter W
Wolf Pond R2 RXS -1 W
Wolf Pond R2 PXS -1 W
Wolf Pond R2 RXS -2 W
Wolf Pond R2 PXS -2
Riffle P
Pool R
Riffle P
Pool
m M
Dimension T
TV m
MY] M
MY2 M
MY3 M
MY4 M
MY5 M
MYO M
MY] M
MY2 M
MY3 M
MY4 M
MY5 M
MYO M
MY1 M
MY2 f
f MY3 M
MY4 M
MY5 M
MYO M
MYl M
MY2 M
MY3 M
MY4 M
MY5
BF Width (ft) 2
2 2
228 2
265 2
258 2
243 2
282 2
252 2
285 2
279 2
21 7 2
204 2
224 3
306 3
304 3
308 2
266 2
289 2
293 2
216 2
213 1
173 1
185 1
113 1
144
Floodprone Width 9
9 9
94 9
94 9
94 9
94 9
94 -
- -
- -
- -
- -
- -
- 2
203 2
203 2
203 2
203 2
203 2
203 -
- -
- -
- -
- -
- -
-
BF Cross Sectional 2
2 2
224 2
206 2
210 2
271 2
202 2
219 2
277 3
324 2
296 3
307 2
292 4
425 4
414 4
417 4
408 3
394 3
38 1
114 1
122 1
118 8
83 6
67 7
76
BF Mean Depth (ft) 0
0 0
099 0
078 0
081 0
09 0
072 0
087 0
097 1
1 16 1
1 36 1
15 1
13 1
139 1
1 36 1
1 35 1
1 53 1
1 36 1
1 3 0
053 0
057 0
068 0
045 0
059 0
053
BF Max Depth (ft) 2
21 2
209 2
207 2
207 2
217 2
214 2
235 2
284 2
286 2
265 2
28 2
238 2
293 3
306 2
286 2
281 2
285 2
226 1
151 1
1 56 1
146 0
099 0
098 0
082
Width/Depth Ratio 2
2 2
23 10 3
3401 3
31 70 2
2710 3
393 -
- -
- -
- -
- -
- -
- 2
2207 2
2236 2
2271 1
1730 2
2130 2
226 -
- -
- -
- -
- -
- -
-
Entrenchment Ratio 3
3 4
413 3
355 3
365 3
3 88 3
3 34 -
- -
- -
- -
- -
- -
- 6
663 6
668 6
66 7
763 7
702 6
692 -
- -
- -
- -
- -
- -
-
Bank Height Ratio 1
1 1
100 1
100 1
100 1
1 00 1
1 00 -
- -
- -
- -
- -
- -
- 1
100 1
102 1
1 02 1
100 1
100 1
10 -
- -
- -
- -
- -
- -
-
Substrate
d50 (mm) 111 1349 1 1365 1 006 1 144 1 006 1 015 1 006 1 006 1 006 1 006 1 006 1 1453 1 200 1 1097 1 006 1 006 1 257 1 006 1 006 1 006 1 006 1 006 1 006 1
d84 (mm) 1 31 2140 1 32 00 1 27 3 1 30 1 1 23 3 1 0 40 1 8 00 1 13 65 1 0 06 1 113 1 25 29 1 27 85 1 11 30 1 22 60 1 13 65 1 32 1 6 95 1 4 85 1 0 06 1 0 06 1 0 06 1 0 06 1 0 06
Parameter MYO 2008 MY1 2008 MY2 2009 MY3 2010 MY4 2011 MY5 2012
Pattern Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
Channel Beltwidth 2 5055 3992 23 48 40 2836 57 94 4044 2645 5363 384 2816 5874 376 276 605 387
Radius of Curvature 1 3846 2526 18 40 28 1941 39 89 2526 1362 3376 207 1997 3873 263 1957 3989 271
Meander Wavelength 8 1479 10423 85 140 100 854 123 5 9983 81 52 1308 1047 8968 14422 863 8789 1485 888
Meander Width ratio 0 185 146 101 211 1 75 0 991 2025 1 413 1 009 2047 1 466 106 221 141 1 002 2056 1 53
Profile
Riffle length (ft) 1 5461 32 17 15 60 35 91 7953 2767 1109 8534 2698 783 8603 182 1127 1814 222
Riffle slope (ft/ft) 0 00502 00114 0 005 001 0 001 0 028 0 006 0 001 0 039 0 008 0 004 00521 002 0 004 0 035 001
Pool length (ft) 9 5993 2394 15 60 36 725 7953 2589 8 496 51 47 28 5 1047 9981 245 1832 63 12 256
Pool spacing (11) 2 9477 5887 30 105 66 3499 1 1051 1 5433 1 3467 1 1126 51 47 1077 42036 1 162 1 2523 1395 30
W4
Additional Reach Parameters
Valley Length (ft) 1332
Channel Length (ft) 1590 1590 1590 1590 1590 1590
Sinuosity 119 119 119 119 118 118
Water Surface Slope 00099 00089 00089 N/A N/A N/A
Water Surface Slope 00041 00039 00039 N/A N/A N/A
BF slope I (ft/ft) 00103 001 001 001 001 001
BF slope 2 (ft/ft) 00043 0 004 0 004 0 004 0 004 0 004
Rosgen Classification C4 C4 C4 C4 C4 C4
Habitat Index* N/A N/A N/A N/A N/A N/A
Macrobenthos* N/A N/A N/A N/A N/A N/A
EEP Project #D 06054 -B 89
EEP Project #D 06054 -B 89

Wolf Pond Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table G -3 — MY4 (2011) Wolfpond Reach 3 Morphology and Hydraulic Monitoring Summary
Parameter
MYO 2008
Wolf
and R3 RXS
-1
Wolfpond
R3 PXS -1
MY5 2012
y
Riffle
wfia=
Pool
1"FIFNINNOW
UAW ON
"M
Riffle length
am:,
I
Pattern
Min
Max
;
Min
Dimension
MYO
MYl
MY2
MY3
I MY4
MY5
MYO
MYl
MY2
MY3
MY4
MY5
BF Width (ft)
201
212
252
168
122
128
358
344
37 1
309
332
352
Floodprone
121
121
121
121
121
121
-
-
-
-
-
-
BF Cross
104
103
97
112
104
113
316
321
314
279
310
305
BF Mean
052
049
039
067
085
088
088
093
085
1 09
093
087
BF Max Depth
16
186
194
198
207
214
26
262
23
225
25
2 16
Width/Depth
3910
4335
65 17
2530
1440
145
-
-
-
-
-
-
Entrenchment
601
572
480
719
987
946
-
-
-
-
-
-
Bank Height
100
100
100
100
100
100
-
-
-
-
-
-
Substrate
1351
1351
1351
1351
d50 (mm)
1347
647
006
25
485
257
596
263
096
063
0 048
006
d84 (mm)
2260
2095
1 570
128
121
695
1271
570
1 570
1 4
714
1365
0 002
Parameter
MYO 2008
MY1 2008
MY2 2009
MY3 2010
MY4 2011
MY5 2012
y
wfia=
g
1"FIFNINNOW
"M
Riffle length
2173
6562
Pattern
Min
Max
Med
Min
MSax
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Channel
4912
9721
6946
47
100
72
433
8752
6108
427
9844
7034
4662
103
6678
Pool length (ft)
3054
7455
Radius of
2252
4145
3191
25
44
33
284
5906
3596
2453
3885
3273
2914
4853
347
Pool spacing
6493
119 90
Meander
1296
2037
15846
135
206
165
128
178
159
1216
1702
1588
1296
1861
1673
Meander
244
483
345
2 13
472
340
1 172
3 473
1 2 424
2 542
586
419
381
842
5 46
Additional Reach Parameters
Profile
Riffle length
2173
6562
445
25
60
42
305
6566
2083
573
5947
3133
951
3261
1373
Riffle slope
00006
0 0309
0 0107
001
003
0 011
0 001
0 068
0 018
00017
0 041
0 0214
0 0124
0 0378
00267
Pool length (ft)
3054
7455
4232
32
78
45
213
9779
5868
2842
7298
4084
2000
9762
4984
Pool spacing
6493
119 90
92 23
66
1 122
1 94
1 298
1 1221
7928
1 4616
1 118
1 9169
66 21
264
1182
Additional Reach Parameters
Valley Length
1129
Channel
1351
1351
1351
1351
1351
1351
Sinuosity
120
12
12
12
12
12
Water Surface
00019
0 002
0 002
0 002
0 002
0 002
Water Surface
00068
0 007
0 007
0 007
0 007
0 007
BF slope 1
00040
0 004
0 004
0 004
0 004
0 004
BF slope 2
00063
0 006
0 006
0 006
0 006
0 006
Rosgen
C4
C4
C4
C4
C4
C4
Habitat Index*
N/A
N/A
N/A
N/A
N/A
N/A
Macrobenthos*
N/A
N/A
N/A
N/A
N/A
N/A
EEP Project #D 06054 -B 90