20050615 Ver 1_Closeout Report_20120211

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EF1 lay el
PROGRAM
EEP Project Closeout Summary
PrOlectID & Status
Project Name /Number: South Muddy Creek Tributaries
EEP ID 348
County: McDowell
Project Type: Stream Restoration
Current Status: 5 Years of Monitoring complete
Table 1. Proiect Restoration Comnonents and Mitiaation Assets
Q;_OQ5
Project Setting & Classifications
Project Timeline
Asset Data
Basin:
Catawaba
Milestone
Date
Physiographic Region:
Blue Ridge Mountains
Construction Completed
April 2006
Ecoregion:
Eastern Blue Ridge Fthills
As -built survey
January 2007
USGS Hydro Unit:
03050101040020
Monitoring Year -1
June 2007
NCDWQ Subbasin;
03 -08 -30
Monitoring Year -2
January 2008
Thermal Regime:
Warm
Monitoring Year -3
December 2008
Trout Water:
No
Monitoring Year -4
December 2009
Feet
SMU
Monitoring Year -5
February 2011
Provider:
Wetlands Resource Cntr
AC
Order
Designer:
EMH &T, Inc.
303d
Monitoring
EMH &T, Inc.
R
Stream
R =
Asset Data
Watershed Data and Characteristics
E =
Dr2in2go/Hydrology Component
Restoration Component
Asset
Stream Enhancement I
0.00
Ell =
Ratio
C =
Wetland Creation
El
P =
Wetland
DA
Stream
%
Land
South Muddy Creek Tributaries
C
Map N
Approach
Level
Ratio
±H!ti E
Feet
SMU
Acres
WMU
PNE
T
AC
Order
Im er
Use
303d
A (upper)
Stream Restoration
R
P 1 /11
1.00
1609
1609
P
883.2
2
2-6
A Past
No
A
Stream Enhancement
E
E I
1.50
1052
701
P
883.2
2
2-6
A Past
No
A middle
Stream Restoration
R
P 1/11
1.00
1094
1094
P
883.2
2
2-6
A -Past
No
A lower
Stream Restoration
R
PH
1.00
7349
7349
P
1299.2
2
2-6
A Past
No
A2
Stream Restoration
R
I'll
1.00
480
480
P
172.8
1
2-6
A Past
No
B
Stream Restoration
R
P ll
1.00
2041
2041
P
281.6
2
2-6
A Past
No
C
IStrearn Enhancement
E
E I
1
1 1.50
1601
1067
P
236.8
2
2-6
A -LL
No
Wetland
Pt = Priority I Restoration
R =
Restoration
P2 = Priority II Restoration
E =
Wetland Enhancement
P3 = Priority III Restoration
El =
Stream Enhancement I
0.00
Ell =
Stream Enhancemnt II
C =
Wetland Creation
El
P =
Preservation
SMU = Stream Mitigation Units
Ell
WMU = Wetland Mitigation Units
P/I/E = Perennial, Intermittent, Ephemeral
C
Asset Summary
Level
Feet
SMU
Acres
WMU
R
12573
12573
0.00
0.00
E
0.00
0.00
El
2653
1769
Ell
C
P
15226
1 14342
1 0.00
2XI W71(\X
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io
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•_.. -,yt, q �,�` •;
— '7
lqq

I
-- -- --- - - - - --
"�'�} •ate""
15 +34.21 i 1
Paoi 1 ' Largltudlrtd Profue
'rihutory $ -UDOe'
I Profie No. 1
' 12 +10.68
Rl"a
Pool
! I
r r I 5+ .07 1 . ong'tudira' Pro file
Rjre f 'ributary B -Lower i
l I I I Profile No. 1 i
-9-25
LEGEND
Longitudind ProtOs
-� Photo Locotions q
/ U � Benchmark
J / ' = r ♦ Surveyed Location of
Megetotive Monitoring Plo 1
\ �_ j : �r _ • 0 Best Gauge 3
Constructed Riffle
IE Constructed Log SNI 3
McDOWELL COUNTY, NORTH CAROLINA
SOUTH MUDDY CREEK TRIBUTARIES on. x"'211
Em . Mechwol. Hombfnlan 1. titian. Inc. MONITORING Barr 1• � 800'
EnaMe6rs. su.evm • warran .Spann :,: FIGURE 28
ss�o r o« , Fl ­a, eau b . nn ,2c54 TRIBUTARY $
s.xn ei...,y,
.. Jaenz 2006 -1627

Camserwition t
Lamohmmd Prof"
�—� PAata Loeatlons
r �► B.irsarnak
l 1, \ \ \ �� ,\ • Surveyed Location of
t Wgstatiw YonRarinq Pbt
1 1 j 1 0 Qvvt Gm9e,
ME constraetea Rile
I I I f Ri4ec \ ME Conatmcted Un M
1 , 431.01 c�
1 t� `
I r I
24
LOngltudinAi Profile
Trpbutw y —Lower
LProfile Nu 4
v
1 to t \ VP -21
vp-2', w
1
1 t r 8 1
# See Figure 2D' k 5
't
McDOWELL COUNTY, NOM CAROLINA
SOUTH MUDDY CREEK TRIBUTARIES t "�`""'�01
&W wa"wort. MOmhlplpn Lam. K. MONITORING
•�Wilvft --i 10rrMrl •&A 430P
FIGURE 2C �` '�
A ROO c°w"F. :1°.", qW TRIBUTARY A- LOWER
M c M x f ^V 1 Ja t 20061027

See Figure 2C
20
t.
21+16.5.3
Pool
A
21+3126
25 +3Y.47
RIM
25+23.5J
Pool
!Ail
P, .:� Longitudinal Profile
'I TrbutaryA—Lower
Prof'I
go
4
Vp— 19
4
(4)
p
6A
LEGEND
Conservation Ecaernent
Longltudinal Profile
Photo LocGLIons
T 40+113.1119 Benchmark
R?Me Surveyed Location of
Vegetative Monitoring Plot
Crest Gouge
See Figure 2E/
Constructed Riffle
JOE Constructed Log Sill
McDOWELL COUNTY, NORTH CAROLINA
SOU--i MUDDY CREEK TRIBUTARIES Llw.. Jawary 20.1
E•mnl, MeChwal. Honop an A. T,"—, Inc. MONITORING
ertist, spa. - 100,
k
FIGURE 2D
; 0 1141014
'
TRIBUTARY A - LOWER
x JobNa 2006.1627

BY 1 !
See Figure 2F
MWOWELL COUNTY, NORTH CAROLINA
SOUTH MUDDY CREEK TRIBUTARIES Janusry,2011
i MONITORING
c ans. W* on. hOnOWon 1 Mfon nc Rca4c 1 ^ = 100'
&Vneen•SU+9y4=I Plomen. SC4VMbR FIGURE 2E
fW0 He- M.-Y Rood cok-w". G1 UOU
wp a tu.nc. r.. �u�rs.aoo TRIBUTARY A - LOWER
C z a Jcb ka 20M8 1527
LEGEND -- Conservation Easement
See Figure 2L�•
9
J
Longitudinal Profile
, " ` — !
: T -
�O Photo Locations
Benchmark
Surveyed Location of
Vegetative Monitoring Plot
wJ Crest Gauge
W -1 ;
!t/y
Constructed Riffle
RE Constructed Log Sill
4 /
Pod
f
S
I l r
If _
1
Qt
`
t
/ 50+53.37
Riffle
C,2\ \
rt
Longitudinal Profi.e
Tributary A -Lower
i
Profle No. 2
f
I
I�N' w -13
BY 1 !
See Figure 2F
MWOWELL COUNTY, NORTH CAROLINA
SOUTH MUDDY CREEK TRIBUTARIES Janusry,2011
i MONITORING
c ans. W* on. hOnOWon 1 Mfon nc Rca4c 1 ^ = 100'
&Vneen•SU+9y4=I Plomen. SC4VMbR FIGURE 2E
fW0 He- M.-Y Rood cok-w". G1 UOU
wp a tu.nc. r.. �u�rs.aoo TRIBUTARY A - LOWER
C z a Jcb ka 20M8 1527

I /
fSee Figure 2E
- - -----
i
a
I
y
Y
F
t
{C
x
lm�
Evans. Meciwort. nonviat -1 i + ton. +x-
&Onom- Uffore .- nonnm- S[imags
M Mw Many 1- C.L. . a, MM
+-aa aum.+mo ame uun.ap
Longituc inol Profile
Tributory A— t.orrr
Profile No. t t
96.05
tee
\ Pool
Fs—e; Figure 2G
MdXMELL COUNTY. WIRTH CAROUNA
SOUTH MUDDY CREEK TRIBUTARIES
MONITORING
FIGURE 2F
TRIBUTARY A - LOWER
0r Jawwary.2011
Scala: 1' � 11w
Jan NV 2006_1627
k:
\
w
I
1.
MdXMELL COUNTY. WIRTH CAROUNA
SOUTH MUDDY CREEK TRIBUTARIES
MONITORING
FIGURE 2F
TRIBUTARY A - LOWER
0r Jawwary.2011
Scala: 1' � 11w
Jan NV 2006_1627

Longitudinal Profiie
Tributary A2 2 +16.05
Riffle
�I
\'
Longitudinal Profile
+�
Photo Locations
4
Benchmark
-
Surveyed Location of
Vegetative Monitoring F
©
Crest Gouge
$
Constructed Riffle
IE
Constructed Log Sill
1
1 I
I
i I
IISee Figure 2FJ
t ---• --
i
1 I '
See Figure 2H
1 -1
Eann. Mochwat. HaMWen i OtoM1 Inc;
frgnsras . Sweyaf .Manna . foW Wb
moo !Mw AWQ.V Reo4 CokWfta aN MU
W-0.. irLMD r.c�wrarm
M C M X X V n
65 +64.09
/
Riffle
87+92.18 p
�I tl
.I
� I
I
r
fF-1
_ 1
1
-- - -- Conservation Easement
Longitudinal Profile
+�
Photo Locations
4
Benchmark
-
Surveyed Location of
Vegetative Monitoring F
©
Crest Gouge
$
Constructed Riffle
IE
Constructed Log Sill
Longitudinal Profile
Tributary A- Middle
MC.00WELL COUNTY, NORTH CAROLINA
SOUTH MUDDY CREEK TRIBUTARIES
MONITORING
FIGURE 2G
TRIBUTARY A2 AND TRIBUTARY A - MIDDLE
aw•: January. 2011
sow 1'= 100'
Jw ho 2006.1627

` '110+ .13 L
Pod 108+95.23
a <- RIND
' 110+" 78 / 105+ 70 pad Q
t
i
1f ',
- — —
Conservation Easement
Longitudinal Profile
f 1�
Photo Lacationa
Flgure G
Benchmork
Surveyed Location of
Yegetotive Monitoring Plot
Q
Crest Gouge
1C
JKlax
Ar
Constructeo Log Sill
\ iongifio6nal Profile
T•ibutcry A Upper
I
1
1 115+33.21
/
.i'
r/
RIMS
•,�
/
� / �
103+74.70
- RfRIe
` '110+ .13 L
Pod 108+95.23
a <- RIND
' 110+" 78 / 105+ 70 pad Q
t
i
1f ',
- — —
Conservation Easement
Longitudinal Profile
f 1�
Photo Lacationa
Benchmork
Surveyed Location of
Yegetotive Monitoring Plot
Q
Crest Gouge
1C
Constructed Riffle
Ar
Constructeo Log Sill
MrDOWELL COUNTY, NORTH CAROLINA
oew. January , 2011
SOJTh MUDDY CF?EEK - R.13JTAR1
Fvans Mechwc t mormleron d Titon.sac MONITORING Saab 1" - 100'
.qin� — &Nveyon. Plnnnen• SCin,ltlf FIGURE 2H
,—s, : e wo' cwj :w'o m TRIBUTARY A • UPPER
-- C N x x u .im no 2006 -1627

s
1
i
r
Pod
j Vi-
�L
LVA IMMM
tvOns. MlClworl. Mpneeylq • 9fm, he
MW NOW Aft l V Nbo C*Afaa •SPirten9
seoo NOW smr eeae, oawnb- ON arw
wo�«su.rnrao rreNUq rap
C M X l y
- — — — - Conservation Easement
McDOWELL COU Y. NORTH CAMXMN
SOUTH MUDDY CREEK TRIBUTARIES
MONITORING
FIGURE 21
TRIBUTARY C
aeer Jerwery.2011
Ssau 1". 100'
Jae No 2008.1627
Longitudinal Profile
Photo Locotim,
♦
Benchmark
+
Surveyed Location of
Vegetative Monitoring F
©
Crwt Gouge
NE
Constructed RIM@
ft
Constructed Log Sill
McDOWELL COU Y. NORTH CAMXMN
SOUTH MUDDY CREEK TRIBUTARIES
MONITORING
FIGURE 21
TRIBUTARY C
aeer Jerwery.2011
Ssau 1". 100'
Jae No 2008.1627

Tshk M VetiBcation of Bealdull Events
Date of Data
Date of Ocearresee
Method
Photo N
Collection
71I M7
Unknown
Crest gage at Station 5+00 on
OF 1
Tributary B
7118 /07
Unknown (3 events)
Crest gage at Station 54+85 on
OF 2
Tnbutary A (Lower)
10119/07
9/14107- 9/15/07*
Crest gage at Station 113+37 on
OF 3
Tributary A ( r)
9 111108
9/1 1108
Photographed on -site
BY 4, S. 6.7
9/21109
1/6/09 - 1/8/09*
Five crest gages across the site
OF 8, 9, 10, 11, 12
5 /11 /10
1/25/10- 1126/10
*Crest gage at station 113+37 on
OF 13,14.15.16
ardor 3127!10*
Tributary A (Upper)
* Crest Gage at station 54 +85 on
Tributary A (Lower)
• Crest Gage on Tributary B
• Crest Gage on Tributary A2
+Date is approximate; based on a review of recorded rainfall data
Table Xe. Stream Problem Areas — Year 5
South Muddy Creek Tributaries Restoration / EEP Project No. D04006 -01
Feature Issues I Station Niiwher,c I suspected Cause 1 Stability E xplanation
.yggrauauvn, oanrc Through pruiecI Varies based on '.. Feature issues returned stable
Failure, Bank Scour, reaches type of issue from Year 4 (see text below),
Engineered Structure
Tributaries B and the Middle section of Tributary A each had some areas of very minor bank
scow and/or bank erosion. The majority of those areas were first noted in a previous year, all of
which have become heavily vegetated in Years 4 and 5, providing strcambank stability. The
riparian corridor is densely covered by herbaceous vegetation, which is expected to stabilize the
sloughing banks in future years. Because of these reasons, the areas mentioned above have been
taken off of 'fable Xe. A few areas of bank scour have been noted on Tributary C in previous
years of monitoring and some of these areas have remained in Year 5. 'These locations were not
identified as areas for enhancement in the Restoration Plan, and as such, no restoration activities
have occurred along these banks. The state of these banks are remnants of an pre- existing
condition, and arc therefore, not considered problem areas in need of maintenance, Because of
this, they are not included in Table Xe.
Fuur areas of aggradation were noted in Year 5. Three structures along'fributary B were noted to
have been affected by aggradation. Sand is the dominant streamhM substrate in the project
reaches and, as such, sediment deposition over the noted structures is attributed to high sedim sit
supply readily available in the contribution watershed. Because the issue for these structures
arises from depositional trends, rather than a concern with the physical structure, these areas are
Iistad in the table as aggradation issues, not failed structures. h is noted that at all locations where
the structures are embedded, the channel and streambanks are stable. As previously mentionod,
the other area of past aggradation involved the upstream portion on Tributary A2. Throughout
2009, this section of the stream was developing wetland vegetation within the stream channel,
with heavy colonization by aquatic macrophytes. In laic 2009,1his area was repaired and returned
to a more stable design condition. The Year 5 stream survey demonstrated that the repair on the
Tributary has succeeded in decreasing aggradation along the upstream portion. Acooriingly, this
area of Tributary A2 has been taken off of the stream problem area table in Year 5.
In 2009, the most downstream of the constructed log sills was notod to be non- functional along
Tributary B. The channel appeared to have downcut under the structure, allowing the water to
flow under, rather than over the log sill as designed. This log sill was fixed in late 2009 and has
retumod the grade control function of the structure, according to Year 5 stream monitoring
observances. This structure, therefore, is no longer wnsidered a stream problem area. During the
Year 5 stream survey in September 2010, it was rioted that a beaver dam had been constructed on
Tributary A (Lower) at station 0+00. [leavers had used the culvert between Tributary A and
South Muddy Creek to oonslnu t the dam. At the time of survey, channel water level was rioted to
be at, or above, bankfull stage. The beaver dam increased water levels in the upstream direction
for an estimated 1,000 I'M along Tributary A (Lower). h should be noted that the dam was only a
temporary problem area. It was deconstructed a week after the stream survey was completed,
returning Tributary A (Lower) water levels to the appropriate elevation.
In summary, Table Xe_ for Year 5 does not have any entries noting stream "problem areas" due to
the fact that while minor areas of scour and aggradation were noted in Year 5, these areas were
localized and have remained stable throughout the monitoring period. Therefore, it is our belief
that these areas represent natural channel processes rather than stream "problern areas ".
��yRS91N
�.00

Table Xlb. Categorical Stream Feature Visual Stability Assessment
South Muddy Creek Tributaries Restoration / EEP Project No. D04006 -01
Se ment/Reach: A Middle
Feature
Initial
MY -01
MY -02
MY -03_
_MY -04
MY-0
A. Riffles'
100%
100%
100%
100' /0
100%
100 -/s
B. Pools'
100%
100%
100%
1009/0
100%
100-/0
C. Thalwe
100%
100%
_ 100%
96%-
100%
1000/0
100°/6
1000/0
D. Meanders
99%
99%
1 98 %6
100%
E. Bad General
100%
100%
100%
100%
990/6
100-/6
F. Varlet / J Hooks etc.'
NIA
NIA
NIA
NIA
NIA
NIA
G. Weds and Boulders'
NIA
NIA
N/A
NIA
NIA
N/A
Table Xid. Categorical Stream Feature Visual Stability Assessment
South Muddy Creek Tributaries Restoration / EEP Project No. D04006 -01
Segment each: Tribtlta A2
Feature
Initial
MY -01
MY -02
MY -03
MY -04
h1Y -05
A. Riffles'
IOOGA
97%*
100%
100%
999A"
94%
B. Poob'
100%
100%
100%
91%
71%-
764A
C. Thalw
100%
100%/
100%
100%
100%
1000%
D. Meanders
I OD%
100%
100%
100%
100%
100%
E. Bed General
F. Valm / J Hooks etc. z
100%
93 %•
100%
100%
100%
100%
N/A
N/A
N/A
N/A
NIA
NIA
G. Wads and Boulder-i
N/A
NIA_[—
N/A
NIA
N/A
N/A
Does not reflect repairs made to die upper end of the reach
Table XIf. Categorical Stream Feature Visual Stability Assessment
South Muddy Creek Tributaries Restoration / EEP Project No. D04006 -01
Seement/ltench: C
Feature
Initial
MY -01
MY -02 MY-03
MY44
MY -05
A. Riffles'
100°/0
100%
100%
100%
100°/6
100%6
B. Pools'
100%
100%
100%
1000/6
100'/6
100%
C. Thalwc
100%
100%
100%
100%
100'%
100%
D. Meanders
100%
998/6•
98%
98%
96%
93%
E. Bed General
10096
100%
100%
1006/6
100%
100%
F. Vann / J Hooks etc.=
NIA
NIA
N/A
/A
NIA
NIA
G. Wads and Boulders
N/A
N/A
NIA
_N
N/A
NIA
NIA
Table Xlc. Categorical Stream Feature Visual Stability Assessment
South Muddy Creek Tributaries Restoration / EEP Project No. D04006 -01
Se menf/Reaeht A (rower
Feature
initial
MY -01
MY -02
NIV-03
NIY-04
MY45
A. Riffles'
B, Pools'
100%
100%
100%
100%
100 %_
100%
100%
100 %s
100%
100%
100%
100%
C. Thalwe
100%
100%
100%
100%
100%
100%
D. Meanders
100%
99%*
99%
100%
100%
99%
E. Bed General
100%
100%
_ 100%
100%
1006/0
100%
F. Vanes f J Hooks etc. a
N/A
I NIA
I NIA
I WA
N/A
N/A
G. Wads and Boulders
NIA
I NIA
I NIA
t NIA
NIA
NIA
Table XIt Categorical Stream Feature Visual Stability Assessment
South Muddy Meek Tributaries Restoration / FI P Project No. D04006-01
i"each: B _
�..r.... Idllsl MV -01 I MY -02 I MY4U3 I MY -04 1�tY -05
A. Riffles'
100%
99X•
99%
99%
92%
94-/•
B. fools'
100%
100%
100%
100%
97%
100%
G TlmIW49
1009A
100%
100%
100%
100%
100%
D. Meanders
100%
97 %•
98%
100%
99%
99%
E. Bed General
100%
1000A
100%
100%
100%
100%
F. Vanes / J Books etc 2
NIA
NIA
NIA
NIA
NIA
NIA
G. Wads and Bouldsre
N/A I
N/A
NIA
NIA
NIA
I MA
Ii Log Sills
100%
97%•
1 100%
100%
W%
1 97%
• The percentages for Year 1 vrcrc updated, using the percentages derived Gam Table BI in Appendix B, .
using the Feature Perfomunce Mean perceutages located in the last cohtmn of Table B1. The Feature
Performance Mean percentages wTrc used for Year 2; Ihetefarc, the percentages are now comparable across
the vem
'Thu tables wer6 completed to include a percentage of stability for pool and riffle features using the
definitions provided below for the stream reaches along Tributary A.
Riffle: A portion ojthe linear stream segment located bemven two consecutive meander bends.
Pool: A portion of the cum linear serram ,segment located in each meander bend
'Thou features not included in the stream restoration were labeled N.A. This includes features such ax
vanes. J- hooks, rootwads and boulders.

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Upper Tributary A Year 5
♦ Yew s OWoor V"AMR *La1l Bank ORIBM +LIMP XRVA UYatl0 � YOU 1 C Yew 2 p yea, 3 r`YWa
Ch.—I S.W. Bw* afWm UPO Chime, CSamN CMea1N ch—I ct~
WSW
Middle Tributary A Year 5
•YWS OWMer VBar"Al #LABnk OMBM -LA Edge j(MgM YWO A yew 1 0 Y-2 1; Yew Yew
CM-1 S. K., BM br k efWa Edge of CnaAmI C0" CAm" Chwnel Ceennel
Web,

Lower Tributary A Year 5 - Profile 1
Lower Tributary A Year 5 - Profile 2
•VMS OWdw ♦&W*A ♦Ld Bank ONpnl +LttEgt XR10M -YWO GY-1 ❑Y-7 7 Yw3 YN1
CMa1d Owfm hIY1 OfYVtWr EOp of Ckarl001 CM-1 Cr-.1 Ch~ CMr111e1
Wow
0 50 100 150 200 250 300 M 400 450 500 550 000
♦Y..5 0wmY IG.'"I ♦Rg. Let Bank +PION Let E00e Yw0 "-Yw1 r, Y.. `; Y..I '�VHre
CMmrl Burh[a B »k Edg# W of W f CMnn CMnatl CMNNI CMnnOl CMnnN
Yhkkr
.w

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0
s-
fm
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Y.
?�3
a
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D
i_❑
i
R
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r
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r
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A

Tributary A2 Year 5
Upper Tributary B Year 5
0 25 Q0 75 100 175 150 175 200 225 75O
• Yeer 5 O vftw ♦ ll l fil eh
I * Let Bk O RIgM + Leg Edge X RVM Yee, I L, Year' 1, YOM 2 V Yw 3 Year 4
Chemel .1. Bents MWWU Edge 0f Chamle Cnsnnel CINMM CMnnel Ch—I
YYMM
0 50 107 150 2W 250 3110 350 400 450 500
♦ Yeer 5 O VeYM T Be11Nl ♦ LA Bank ) RKM - '. It Edgr X RI3M - Ye>r 0 p Yeer 1 ❑ Yeer 2 V V.. 3 'i YO W 4
Ch.—. Bleb. Bane Of W, EdgeM CIMIIMI C', M Ctrl Ch—W cwI
view

Lower Tributary B Year 5
�I �I
NI nl
xl LLI
I I
I I I
I I
i I
I
0 75 50 7', 100 125 150 115 20C 225 250 275 300 325 350 315 100 425
♦ yew s OWMI ♦O-W411 ♦LIO BMt 0Mool 4 LR Edge XRIOM Y..,0 L Yew , ❑Yw2 VY",3 Ygr1
Cf.—I B.MCY 0Mk 0fww, E00ea Cnannn Ch~ CIWwI Ch—I C,—el
MMm

�C
O
V
Y
43
XS 115+35.21 Riffle
vfexr>d •w66 Vwr. — "I"m A- -soww i'�w�r+s �naM as ra44•7i
Is"M bra IMm 166" 1wam IpIR71 f1f.1R21 IU+Z2!
Vbkf - 18.5 POP - If RbkF - 8.33
Horizontal Distance (it)
v
C
O
V
W
XS 113+37.13 PWL
ovamum ♦mwd Vw tftm. ArMPI)O'i ♦vaaouo Y\110011m •venoouo vs1100"m
WkF - 1I.1 Dbkf - .88 BbkF - 12.4
0 1; 32 46 64 80
Horizontal Distance (R)

�cc
O
!L
YR5 POOL XS 110+48.78
"Mom P" 'OHM $0.0n Mo= lumm 1pO1�
Vbkf . 12.8 Dbkf y .65 6bkf . B. d
Horizontal Distance (R)
1
1
t
t
m
t
t
t
5
XS 108 +96.23 Riffle
.-.w.. ♦w. �r�rw. �wi�r�c •w.r» -.-ti..s V.w.�» vw.pr
dpdm \r. ak a Sts mm" tea a
1Akf - 12.7 6bkf - .56 Abkf - 7.13
0 5 10 15 70 75 30 35 40 45 50 t6 60 65 10 is
Horizontal Distance (R)

UL
m
it
1E
III
XS 105 +38.70 POOL
4 vumam ♦ IMM tr•�w�w D v��oa�� w�ww� P wrraour �w�oas nw�ows
om rwns wM s�s� see o a10 s� s�ww
IbkF - 9.65 NO - .95 •bkF - 9.19
Hodndsl Dktwm Ml
..w�
�C
O
XS 103+74.70 Riffle
"%"Ease ♦Ear@ Trrow� n vrw,M AV""$& ti wum wwwrs vm4nrm
swan bf r 0" MOM Emm f wv vo.tN Mpa
%kF - 9.24 Nkf - ." •bkf - 0.26
Hofb=W D*am* M

v
XS 87+92.18 POOL
6wias�� �4
TOM MOM ♦wiaN' ►O v n� X 10; 1fr .. : u�
Wbkf • 1k.7 bkkf - 1.= "kf - 1%.9
HorWmW Dhtame (n)
owk
v
a
m
XS 85 +64.09 Riffle
Ovmdw— *nor pvmwm &mm V Mofwm 7normb nuAm
not MW Mi ww � an MOM UWNr iMl�
Mkf • 1 4.5 Okkf - 1.211 Akkf It
mmim i Distance (R)

C
G3
XS 72 +02.58 POOL
re �t�o�s s eri W—," . ,% nerm.e A rro.exND r Ipftas V vnioo.� .oa.ar
Men Yes Res "MMA }N/ INKS ryi@,R this
MGkf - 20.6 Dbkf - .71 Abkf - 14_7
1092
0 6 10 15 20 25 10 35 40 45
Horizontal Distance (it)
50 55 60 65 70 75 00
r-.
VC
O
XS 70+96.05 Riffle
n Mrm • f...G �ar.c. tie. ''_ r wm A vwtov$* ^ Vw�11r7� W wsNro vudpm
104M bombo ft" MdW ltl1 Now= Yi
WbkF - 23 DAkf - ,84 Dbkf - 19.3
Horizontal Distance (R)
D

APINkC
O
XS 66+01.49 POOL
o MWPMM ♦ rr0� �11r.F� Q varoK� a MH001» r�110N7� rnwo►� MMHMA
wear �r Pw ad" was am" ON"
Yhlcf - "-a bbkf - .01 WK . 22_O
FIDfiMM Dhfa (R)
�Tcr
O
XS
wM 84 +13.80 RIM&
-Imm*» +rr■
"#Woe
tr. Mw a"= u v Wen wm
a*=
IAkF - 21.1 NkF - 1.13 AbkF - 21.9
HcmimOfgal DILtance (ft)

n
0
W
,
,
,
XS 54 +85.21 POOL
Vu POOL= ♦ mw. 0 WIMIOM l _`�. MOKOLn A WOIMOL* -.' "UPWIXU V YAMOI)i VINMOIY!
SbAul ID.{ MIME SWILn "Mar 94"" 6kW2$
WDkf - 2 4.1 ODkf 1.1S RDUF - MAL
Horizontal Distance (ft)
1
,
c
0
n
,
,
0
XS 50 +53.37 Riffle
c>..�rls ♦rr�
W.M.-M. ,v Mvn c Ar *.n&» .eK�o )m �.s wllws
rya rw. ww SW2 aaa maw= 41w" �w+a►
Wbkf - 21.1 DDRf - .44 IIMkf 4.27
Horizontal Distance (ft)

�C
O
U3
XS 43+83.88 POOL
akf - IM NkF ■ 1.19 Mkf - 11.9
Cv
O
m
XS 40 +13.89 Riffle
OYwtlwr wa �wiww �wr�wr.. &M w m h"Mm.w vwesa ��rwr� [;vr.Mti
bM boom 001 0" am= some 001
M*F - 1l.S OMIf - .79 abkf - 14.7
HOfp011til DWmm (A)

v
aY
LEI
XS 28 +23.53 POOL
ciY » ♦rwl�s ale as�wi a '� �va�i� ,� ^ski o » T �..� nv�M �■►
Wkf - 17.3 bbkf - .92 Abkf - 1S.9
Horizontal Dilbume (it)
S
I
m
XS 25+39.7 Riffle
� . ♦m &" '� 7 rte» -aw" ,ate
Mkf - 22 bbkf - .82 Rbkf - 16.2
Horizontal Distance (1t)

W
XS 22 +31.26 Riffle
Q 1M�7� *rrr r�rwr. pwmr/� �M�M1r 7vmorm v%wrrm wwAr+u mom Moo Wbkf - 11.8 bbkf - 1 Abkf - 21.7
ftbo tYr Dkhf10! (t)
C
O
m
XS 21 +16.53 POOL
Ow4s110 *rrr TM "Ift bw� ��rw�w Cwwx� wewwf� L�.M9rrao
NNW ws hN 21* i /"m sk4m 21mm
Ybkf - 22.2 bbkf - 1.38 Abkf - 20.5
Hodwri it DWamm (t)

mil!
XS 4 +31.01 POOL
w.loelw 4dr. fw.•...�. Lvlr.eo4r �w..o.a1- S YIK.004w r,narm.:-
1x7101 Y�0 NN 417!11 wilp 110101 4+1141 4N4N
Ybkf - 26 Dbkf - 1.52 Abkf - 99.E
Hodwr1tal Distance (1t)
XS 3 +18.00 Riffle
c>vKVw �r...1
V—~.. �:, AMrw -Y-1r1O V.Wrw -TA.R7� Ur114M.01
a.0 Mao NN ius HM 3"M
wkf = 34.3 Dt*f - 1112 Al11f - 38.5
1090 —r--
0
1
1064 1i
o t0
20 30 40 60 00 TO 00 90
Horbi l tal Distance (R)
100f
\ .
�
7 Ufl8
�-
�C
O
>
108?
y
0
1
1064 1i
o t0
20 30 40 60 00 TO 00 90
Horbi l tal Distance (R)

XS 3 +23.00 POOL
&a:a r • �� r �� : ►� wN ►m
Vbkf - 16 MkF - JO ObkF - 11.6
HOMIM al DMM O (R)
XS 2+18.05 Rifle
ovotsom *Sia V MIO� A UrN6a AVORP38 QMlMM TYUMM ❑ w0o111
101115 adman wr s►r sw MOS a►r •ar
YbkF - 16.1 bbkF - 1.61 Abkf - 17
Horindai Disbwm (R)

1
O
1
LU
1
1
1
1
XS 15 +32.21 POOL
r swo+lo ♦ rwr VM«�r A VMML s A vM NKM p vmom w VMS=* p vq�s
r
+ward bnr ft" MMM Ilaus omr
WDkf - 29.9 abkf - .89 466f - 24.9
�J 4 8 12 16 26 24 28 32 26 40 44 48 52 56 60
HOrimntal DWame (R)
..%
�C
O
XS 12 +10.65 POOL
tlMAym h. a"— VY .—*- wEMM 6 "14wm "Wow— V YMgwlw I I rMMl/
tb► 6200 NOW wow Ii'Y owm 0-Y Mus
WOkf - 26.5 OOkf - .41 Mkf - 10.2
HodwMal Durance (it)

Ti
W
XS 8 +39.41 POOL
m.r ♦�-� �.�rww.. !: varowr �.wlrow» ^rllaroaar �raa way» vin/wt»
MIt bft" 0" Milt %am ONWO 00" Hill
Vbkf - 20 Gbkf - .AR Abkf - 14
Horizo M Distance (1t)
C
O
XS 5 +00.07 Riffle
u"KIWO #Mal TvMTOR 11 r,tMYk Am"= . "Owi vvmiwm E:"Ggvm
a� bma pal ao= alp U� �� MR
Ybkf - 50.1 Obkf - .92 Abkf - 25
Horizontal Distance (R)

LS i$ f• nr Gl 'Gi L2 i! fl 0t 9
0
Iset
6.01 - JIM SY - d11M 9.11 - 11401
q.Pd
a 2CM1 K 01.9 PK I,.* Kf9H LLt19.1 ol-jna nwp�MhO as 4O-O
9t IN "A SKAUCILA,t ox AU CW c. am Au ul,♦ ox dig 0 Anom• liwaB♦ 9K i!1$UK
OWN err LW SX
(4) o I H
v: ca 1» 3 0G s► or
It C
r--4 -= - -t_
-o"I
I
-ml
-lAtt
- 1011
-Wit
CCC
;d•
-lau
•�
Y
t
d.
v j
-:Ott
6.01 - JIM SY - d11M 9.11 - 11401
q.Pd
a 2CM1 K 01.9 PK I,.* Kf9H LLt19.1 ol-jna nwp�MhO as 4O-O
9t IN "A SKAUCILA,t ox AU CW c. am Au ul,♦ ox dig 0 Anom• liwaB♦ 9K i!1$UK
OWN err LW SX
(4) o I H
v: ca 1» 3 0G s► or
It C
r--4 -= - -t_
-o"I
-ml
-lAtt
- 1011
-Wit
-lau
-:ott
-:Ott
-Intf
I
rf - dMY M• - i�N i•it - 04M
10(y 9MMOd
llo1.LL IW kV01.0L 9M 1101.9461 LI O[ -949K At 9491 ox +rprl 414"Wal I VIA- $4 dot
'Md ►111. l Od M • IDOd aK "Dd MR IF 1004 WA '4 ►IPM • ""I@ ♦ -lOOd W&
IOOd c VOL+9 L SX
a

Elevadon (t)
.►,g
Jf
is
If

Table 1-411: &%Fpk•b61 and R7dmdk MmAmwft Sarrary
South Mudd) (r .A a•4 1laaaaw4 TrIbeisaw el Suva., R►rloradw r LIP Pr4ax1 No. D111,10 11
Reach. %sail Modiff Creek TYIk A eU r)
PanarHer
CmuSectiomMfflc4)XS LOB1%.23
Cr Seetion (Pod 5)XS 105136.70
Crosssactian(Ri03e6)XS10f +'4.70
1'ahlt %111: %lorpMH•Zv ata4 Hydrsulit M•odsoriatt Sarum..}
Suuli Muddy Creek and Unnamed TrAantart" 54m m Resterad•a I IF? Pr•Ject We. Dedoe"i
Rewb: Scant! Maw• (reek TriUaGrr A t; i
Dhantme,
BFWidth(A
Floc orour Width (M
BF-C.-Ai SwOorwlA.rca(A'
RF M_e2e t) �_
BF M. Dq& (fd
MY• INVIINY2 My3
40.631 2021, 20.2 1233
65.51 65.5 64.42 51.23
37,22_ 1.6.44 17.76 SDI
0.92_ 6.92. OA - -0.66
MV4
Crow Seed" (1U(Or 1) XS 115 35 21
Coa Section (PW 12) %5113+37.13
Csmi SmWn (POas13) )M I IOt4 &71
MY MY WV MYI MY4
74.19 11.64 10.71 . L021_ 6.07
69.3] SZ.B] SL52 5275 50.9/
2413 9.4 9.49 9,04, 6b1, 7A2
I. o1 0.1 0.85- 014: o,t7
12f 1.01 1.56 1.71 1.76
My!
Says
Myl
My2, MY
11644
My5
M4s I MYI
1 MY2
0143 My4i MY3
MYO
Myl
MYI
1 MY3
MY4
MYO
St
WWM&(ft
width(--
BFQm 3svd* d Am (fl
HP Mom tUrM
BFh4aaDgA(
Width+ptyth
Emr®chmmi
Bank Height
Weawftruarler(
H?WwlkRadlus(
650 ( --
-F)Sq
_16.87
43.39
17,23
1.02
1.6
16.54
2.7
I
17.21,
1
- -- �
12.421
39.12
11.69
0,94
1.52
1321
113
I
13.13+
019'
- -- � -
1224'
39.19
11.19
0.91. --
11$2.
13A5_ _
31
I
1223
0.17
•
••
1";
57AS
IOM
0.9
1
114
1
1193
0.90
. -
- -1Z
UA
10.01
_ 0._71
lAl
166E
41p
1
13.4
0,75
, -
I
40M
133
06
_ 1
13M
314
1
10.99
0.76
23-D IIAI
11.33
1251 13 14.1
2336
_ 7.4
3351
16.03
1331
12.11
0
50 543
5657
36,04 GSA 49M
_
3002
27.1
26.76
4997
49-42
49,371
16
2132 9.69; IOJ19
1.21 1)85 094.,
2.27 1.63 1"
19M 11 MM
1137 11 1142
US
US
13
ILA
29
25-41
16.67
IS.1
' l6AS
s91i 0. 0,33
_2616
1.10
0,56
OW
0.71
0.77
- _1.11 _ 2.1 1
1 .8.73 2NIM 1
_
239
2031
IA9
14.14
137
232
119
4.94
1
11.01
5.%i 3.1
217
41
3.11
_
M
2133
190
1
1
2.15
Od
493
2.Uj 4.3 3
Ll
&S
4.T9
1
3.21
1
11A
I
1
1
1
11 1
1
1
1
1
1
1
Z4
l
14AI
13
23.78
1.19
1243
0.11
•
ILL 13317 16.19 1_3.
0.19 0,95 0.68' 0.1
-- i •.
r
24
1.1
�
L
629
17.74
16311
1.4.1
H ruche Radius
091
OOS
OJII
031
0.73
0.72
1J
0.17 0.51 A
0.99
071
0.8
0.70
_
.. _
w
- •
••
- w
--
Table 1-411: &%Fpk•b61 and R7dmdk MmAmwft Sarrary
South Mudd) (r .A a•4 1laaaaw4 TrIbeisaw el Suva., R►rloradw r LIP Pr4ax1 No. D111,10 11
Reach. %sail Modiff Creek TYIk A eU r)
PanarHer
CmuSectiomMfflc4)XS LOB1%.23
Cr Seetion (Pod 5)XS 105136.70
Crosssactian(Ri03e6)XS10f +'4.70
Dhantme,
BFWidth(A
Floc orour Width (M
BF-C.-Ai SwOorwlA.rca(A'
RF M_e2e t) �_
BF M. Dq& (fd
MY• INVIINY2 My3
40.631 2021, 20.2 1233
65.51 65.5 64.42 51.23
37,22_ 1.6.44 17.76 SDI
0.92_ 6.92. OA - -0.66
MV4
11145
0 MYI !_NY2 RlY3
MY4 MY
_. 1.36 9.61
49.98 49.91
378 8.11
_ 0.64 _ 0:1
MY MY WV MYI MY4
74.19 11.64 10.71 . L021_ 6.07
69.3] SZ.B] SL52 5275 50.9/
2413 9.4 9.49 9,04, 6b1, 7A2
I. o1 0.1 0.85- 014: o,t7
12f 1.01 1.56 1.71 1.76
My!
_
_ _1393
5/31
12.0
SIA?
.,_22.53 1033 10.41 _ 10.11
4.99 50 50.01 44.96
20.23 6,32_ 733 633
0.9 SAL 0.64• 015)
9.31
St
6.73
7.13
1.26
OA:
O
0
_
239 2.3 223
1.72
IA0
1.21
113
10
I0 131
1.67 1,1
16
-- Wiuilla�ll __
P.aoeachmrat
Bmk Hri*
wow re mm
16.16 21.9/•
161, 323
- 1 1
22.45
IL6t
29
25-41
16.67
IS.1
' l6AS
13.09 ll
21.9!
14
21.62
1115
7821
32
421
4.1
4.94
1
11.01
5.%i 3.1
217
41
3.11
6M
1
1
I
I
_I 1
9 11.13
1
_ 1
121!
1
11A
I
1
I
41A3
395
Z4
l
14AI
13
- -_
1092
1.12
1
H ruche Radius
091
OOS
0
AM&P
0.17 0.51 A
0.99
071
0.8
0.70
0.1
D50c
M4
3783
L!0
0.
011
0.21
-
•
1178/
1631
•
a
.•
«
«
TaMeX1n: Marl 'm Smar7
South Muddy Creek and L'eerarcd Tralalar(n Strew. Resoseadaa 1 EEP h•Ject Ne 1344006M
Reath; Sough Alwallib CiakT'rtbatnmA ,00
CM= Stao"(Had7)M"4911/
CosaScoian(RilBe3)XS451.64.rn
Didra
--
.� BFNSdti.�
- Noodpmac WMA
BF Ctar1 Setter" Are
MY 0 MY 1 MY 2
_23.36 16.43 13
30.01_ _ 5712. 37
2196 174 1633
M!(f
__
16-49
37.93.
SIY4 MY S
_.
17,41 14.4/
50.03 321
MY 1
3665
My 1
MY 2 ' My3 MY 4 MY11
14.68 t453 13. ?6 _.. ..
61.33; 61..3 7, 66.43, 67
M331 13,431 13.54 U
1463
_
6733
07 3
16.22 14.63 14.
AN
ISM
BF Mese
0.
liom
I
0.91 0.841
Lul
114
1.14
JAS
1.06
0.48 I
BF 3433
111
111
19 IAS
I.
176
231
111
2.24J
226
Z
wallka ti _
_ 23.06
t
1636
16.03(
20.11
35
1213
1390
13.731
1404
11.
Raiii
Honk Heightlud
Wencd P-nini s ri
- Ilvdmlic Radius (ft
DSO(rnm
11144 (,mA
2,14
I
23.77
316
1
331
1
3J1
1
3J
_ I!.
0.96
01.1
. - 0.71
684 4.6 4,10
"A2 13.54 ISAI
1.02. L.0?
•� •
••1 ••I
42.
1
41]
I
4.6
1742
173
17.1
I7
1
14A3
16
IA1
494
OAS
0.20
_100
M
M
_

Swath Modit Creek and Ilamamad TrOmarim Stream Reskaebm f BBP Pc*d No. 804006-01
Rvash Sou@ Maddv Crt4k TrSMrary A or)
IPeremeeR
Cmis Section (Fool 9)l 115 72+4258
Crory decaoa "a 10) 1(5 70+9603
Cross Sacdao (Pool 11)1(364.441 49
Dlmeuef60
PWv 0
i MYI
MV2
MV31
MV4
I NITS I
Wa
t MV I ( IM2
14yj
KV4
i MYS
1myo
I MY11MV21
M
NW
7
MY 4
I MY S
1
BF Whdth III
M131
1641
997
23 L31
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Table VII Vegetative Problem Areas
South Muddy Creek Stream Restoration / EEP Project No D04006 -01
Feature/l,ssue
Mation # / Range
Probable Cause
Photo #
Tihroughout See
Sencea lespedeza encroachment from
Invasive
V-PA Plan View
pasture
Populatiom
VPA 1, 2
102 +25 A Upper)
Kudzu encroachment from roadside ditches
The only type of vegetative problem is the spread of two nonnative species The first, sencea
lespedeza, ns a comimon component of pasture mixes and, as this project is adjacent to pasture
lands, likely spread into the project area from the surrounding landscape This species is present
throughout ,the proloct corridor Management for this species in 2009 included the continuation of
herbicide tr-eatments begun in the fall of 2008 Further spraying will be conducted throughout the
monitoring period as deemed necessary to enhance survival of the planted species Since this
species is teeing actavely managed by herbicide treatment, and the woody stem counts are meeting
performance standairds, sencea lespedeza is considered a vegetative problem of low concern at
this time
A very manor popullatton of kudzu (Puerana montana) was identified near the downstream limit
of the reac)b labeledl Lipper A Wlule the population of this species remains too small to have an
impact on tlhe desired vegetation at this tune, it will be closely monitored to document and manage
future spread of this, invasive species
3 Vegetation ProbIte n Area Plan View
The location of eadh vegetation problem area is shown on the vegetative problem area plan view
included in Appen&x A Each problem area is color coded with yellc,, v for areas of low concern
(areas to be watched) or red for high concern (areas where maintenance is warranted)
4 Stem Counts
A summary of the stem count data for each species arranged by plot is shown to Table VIII
Table VIIIa< provides the survival mformation for planted species while Table VIM provides the
total stem count fotr the plots, including all planted and recruit stems Tlus data was compiled
from the mformatnon collected on each plot using the CVS -EEP Protocol for Recording
Vegetation Version 4 0 ;'Additional data tables generated using the CVS -EEP format are included
in Appendix A All vegetation plots are labeled as VP to Figure 2
The average stem density of planted species for the site exceeds the mtmmum criteria of 320
stems per acre after three years and the allowable 10% mortality for 288 stems /acre after 4 years
Three individual pleats have stem densities below these rmmmums, although the total density has
increased for these 1plots from Year 3, and these three do meet the final criteria of 260 stems per
acre after 5 years Iln addition, a substantial number of recruit stems have been found to all plots
The recruit stems result to a 40% increase in the total stem density across the site, and bring
nearly all plots into (compliance with both the Year 3 and the Year 4 minimum criteria
Remedial tree planttings have been conducted throughout the monitoring period These were
intended to bring dseftctent areas of the site back into compliance with the 320 stems per acre
Evans, Mechwart, ]Hambleton & Tilton, Inc December 2009
Monitoring Report —South Muddy Creek Tributaries Monitoring Year 4 of S
EEP Contract # D04006 -01 Page 21

f
L-

minimum R,=edial plantings were first conducted in late April, 2007 Approximately 2,000
trees were )planted at tlus tune, including 500 trees along Tributary C and 1,500 trees along the
other reachtes These additional trees brought the average live stem density to 323 stems per acre
in Year 2, an increase over the average live stem density of 284 stems per acre in Year 1 An
additional rround of remedial tree plantings were conducted in 2008, bringing the planted density
total to 336 stems per acre A final round of supplemental planting was conducted on April 7,
2009, at wlluch time 1,000 stems of each of the following species were planted along the project
streams
Botanical Name
Common Name
Acer rubrum
Red maple
Alnus incana
Speckled alder
Aroma arbutifoha
Red chokeberry
Ilex verticillata
Wmterberry
Platanus occidentalrs
Sycamore
Quercus alba
)lute oak
Quercus velutina
Black oak
The remedial planting efforts have resulted in a net gain of woody stems for the entire site and the
achrevememt of the minimum performance standard
5 Veizetation Plot Photos
x
Vegetation plot photos are provided in Appendix A
Evans, Mechwart, Hambleton & Tilton, Inc December 2009
Monitoring Report — South Muddy Creek Tributaries Monitoring Year 4 of S
EEP Contract # D04006 -01 Page 22

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