20050733 Ver 1_Closeout Summary_20110218

te
ERaoi m
cement
PROGRAM
EEP Project Closeout Summary
Protect ID & Status
Protect Name/Number Cleghom Creek Stream Restoration
EEP ID 93
County Rutherford
Project Tvae Stream Restoration
Current Status 5 Years of Monitoring complete
Prole ct Settrna & Classdications
Basin
Broad
Physiographic Region
Piedmont
Ecoregion
S Inner Piedmont
USGS Hydro Unit
03050105040090
NCDWQ Subbasin
03-0802
Thermal Regime
Cool
Trout Water
No
Provider
EBX NeuseI LLC
Designer
Baker Engineering
Monitoring
Baker Engineering
0s -033
Prolect Timeline
Milestone D
Date
Construction Completed M
May 2006
As built survey J
July 2006
Repair Work A
April 2007
Monitoring Year 1 J
June 2007
Monitoring Year 2 D
December 2007
Repair Work N
November 2008
Monitoring Year 3 D
December 2008
Minor Repair /Grading M
May 2009
Monitoring Year-4 D
December 2009
Monitoring Year 5 D
December 2010
Fl .. 1 . M.
+;.. .�
:.;4
s..;;� ..:,,
m� ®mm
m� ®mm

Table 8. Verification of Bankfull Events
Cle horn Creek Restoration Project- #D0410 (EiiX Neuse -1, LLC
Date of Data Collection
Date of Event
Method of Data Collection
Gauge I lei ght (feet)
8 "25/ 2006
81; 12.2006
Crest Gauge
2.5
113/2007
1/P2007
Visual Inspection of Wrack Lines
0.I +'-
3/7/2007
3/2.2007
Visual Inspection of Wrack Lines
2.4 +r_
11/23'09
Early Nov.
Visual Inspection of Wrack Lines and
2.5+ /-
5
0
damage to Crest Gauge
1
211710
Winter (Jan.-
Visual Inspection of Wrack Lines
>2.5 (nearing terrace
1
early Feb. 20 10)
1
elevation)
10'20:10
Unknown
Visual Inspection of Crest Gauge
0.1 -
0
15
Charles Creek Gauge)
3
Notes: Unless otherwise noted, bankfull and flood events recorded for this project were measured on Cleghorn Creek. A
final check of the crest gauge on Cleghorn Creek in October 2010 revealed that a dowel rod used to help measure flood
events had been removed from the gauge: therefore a measurement could not be obtained.
Table 7. 2010 Vegetation Monitoring Plot Species Composition
Cleghorn Creek Restoration Project- »D0410 (EBX Neuse -I, LLC)
Plot
Species Code*
Total
Stems/
Per Acre
1
2
3
4
5
1 6
7
R
9
10
1
0
0
0
10
0
0
5
0
0
1
16
640
2
0
1
0
1
1
6
0
6
0
0
15
600
3
0
0
0
0
3
3
4
2
1
0
13
520
4
2
0
1
2
3
3
0
4
0
0
15
600
5
0
1
1
4
1 4
6
0
0
0
0
16
640
Average Stems Per Acre: 600
Range of StemslPer .acre: 520 -640

Table 9 2010 Stream Repair /Maintenance Sties
Cleghorn Creek Restoration Pro ect- 4DO410 (EBX Neuse -I LLC
Site
Issue
Suspected Cause
MY -01
Mid - channel bar and eroding bank caused by trod
Channel bar growth (bar has been present
I
channel bar (Sta 116+00)
throughout monitoring period but has
100%
100%
expanded recent)
2
Minor bank erosion (Ste 122+00)
Unknown Beaver habitation in the
Pools
100%
project site likely a contributing factor
3
Reinstall crossing rope at lower horse crossing on
Unknown
100%
Cleghorn Creek (Station 131 +50)
100%
100%
Removal of two beaver dams on Cleghorn Creels and
90%
900
Charles Creek (Stations 131 -75 and 123+000
Meanders
4
respectively) Beaver dams noted on Charles Creek at
Beaver activity
1 100%
Stations 120+00 and 122+00 were remoi ed recently
100%
Bed General
enough that they are sell obvious in the profile of
95%
85%
Charles Creek
100%
Table 10 Categorical Stream Feature Visual Stability Assessment
Cleghorn Creek Restoration Project-#D04 10 (EBX Neuse I LLC
Feature
Performance Percents
ge
Initial
MY -01
MY -02
MY -03
MY-04
MY-05
Riffles
100%
100%
100%
900/0
90%
90%
Pools
100%
900/0
80%
900/0
100%
100%
Thalw
100%
100%
100%
90%
900
1000/0
Meanders
100%
1 100%
1000/0
1 100%
100%
100%
Bed General
100%
95%
85%
900/0
100%
1000/0
Log Vanes
100%
100%
95%
85%
100%
100%
Geolifts
100%
100%
100%
100%
100%
100%
Rootwads
1000/0
100%
100%
95%
95%
1 95%
WIXT[i7
LONGITUDINAL PROFILE
CLEGHORN CREEK rao o win /
S7A 110 +00
/r Xi
d / N010 POM la
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aq POM
1GYE. OO
R
SfiY (Fr)
Y $
n.
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Q
T y
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CLECHORN CREEK
To vae+ ! S1A 1471 f0
CLECHORH CR EK Flo n 1 In
SA 43 9 / - - - -- —I f
CHARLLS CRLLK� i
TA 174 04
.*UL CREEK / Qq
RHO 0 RU t
Moro ft Ala %°q�7p Er5„ A
/
C--Es r CEK / XII
%n o MW I7'� ' —K
CHAR CREEK
�SIA119
110 +00
i ' — CHNEL"i CRLC i 4r vCR oMl i t \ I a
Aaa
%o o MKr 1
I/ xir0 roorrU116
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9
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Cleghorn Creek Longitudinal Profile: As -built to Year 5
—
72e
F 72s "
724
W
722 -
720 --- r �— — --,
a00 800 1000 1200 1400 1800 1800 2000 2200 2400 2800
SUMan (t)
—044W —Ymr1 —Yer2 Yaw Year —Mews
I
732
731
734
729
,. 728
727
126
m 725
W 72Z
723
722
721
720
0
Charles Creek Longitudinal Profile: As -built to Year 5
a
A6-8uitt — YR1
750
Station (it)
YR2
1000
YR3
1250 1500
YR 4 --YR 5

740
738
g 736
s 734
W 732
730
728
100
740
738
Y 736
e
0 734
w 732
730
728
100
Cleghorn Creek Cross - section 1,AII Years
tarkfu
As-Bui
—Yee' 1
—Yee- 2
—Yee- 3
y
seCion data br Year 2 was
Ic'Oss-
r-is aiigned. This was corrected in
—Yea, 4
Year 3.
—Yea- 5
120 140 160 180 200
Station (ft)
Cleghorn Creek Cross - section 2,AII Years
:)ankfWl
220 240 260
120 140 160 160 200 220
Station (ft)
n,s -3uiq
Year 1
Year2
Year
— Year4
—Year 5
240 21
io
Cleghorn Creek Cross - section 3, All Years
740
738
736
734 Year ear 1
Y 1
> 732 Year 2
4
W 730 —Year
728 —Year 4
3
�v
Year 5
726
100 120 140 160 180 200 220 240 260 280
Station (ft)
Cleghom Creek Cross- section X4, All Years
738
736 bankfull
_ 734 l
732 — _ _- -Am-BuR
730 —Year 1
To 728 —Year2
w726 —Year 3
724 —Year 4
722 -Years
720
100 120 140 160 180 200 220 240 280 280
Station (ft)

Cleghom Creek Cross - section X5, All Years
740
738
736
tulf
ae
734
732730
77YZ
728
Right bankflocCya:r was
726
y
faroark OD
Gcraaaeflc dCreain
724 _
years
722
100
120
140 160 180 2010
220 240 260
Station (ft)
Ckehorn Cro* Cross- section X6, All Years
736
734
bankfull
732
1
�s -6u: it
0
730
- - -- — —
`ear '
R
728
-- `'Bar c
v
ME
726
.'Bar 3
aer 4
724
``aar S
722
100
'20
140 160 180 200
220 220 260
Station ^
Cleghorn Creek Cross- section 7, All Years
736
732
- tarrdltll
732
I
g
i
/
730
— Ae -built
728
Year 1
726
Year 2
W
722
-
—Year 3
-Year 4
722
Year S
720
100
120
140 160 180 200
220 240 260
Station (ft)
Cleghorn Creek Cross - section 8, All Years
736
734
ba nk•L I!
732
?
730
�<- -- - - -- -
A*,�
728
Year 1
— Year 2
5
726
—ye r3
722
—Year 4
722
Year 5
720
100
120
140 16O 180 200
220 240 260
Station (ft)

734
733
732
g 731
730
a° 729
728
w 727
726
725
724
100
734
732
£ 730
-2 728
W 726
724
722
Charles Creek Cross - section 9, All Years
bankfuil As BuR
Year t
Year 2
Year 3
Year4
-Yaws
110 120 '30 140 150 160 170 180
Station (ft)
Charles Creek Cross- section 10, All Years
:)ankf❑ I
As -Built
Year 1
Year 2
Year 3
i —Yaw4
—Y
100 110 120 130 140 150 '60 170 180
Station (ft)
734
733
732
e
° 731
w 730
729
728
100
Charles Creak Cross - section 11, All Years
baNdull
— — — — - -- As - Built
Yea,t
— Yes,2
—Yea, 3
Year
— Year
110 120 130 140 150 160 170 180
3tatlon (ft)

100!
03%
!0%
'0%
50%
u
i 50%
v t0%
30%
20%
10%
0%
o o 10
to t* .° ,° ,° *° 0 e° ,,� 0
[pail is ohm Class immi
Cleghorn Creek
Riffle Pebble Count Size Class Distribution
' co%
ii045
eox
BQ ?:
u
r.
U 60%
DO%
20%
1^
0%
Charles Creek
Riffle Pebble Count Size Class Distribution
Particle Sin Class Imm)