20020991 Ver 1_Year 3 Monitoring Report_20110310

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AP

irk
Monitoring Firm
A,
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oEQUINOX.�
ENVIRONMENTAL
CONSULTATION & DESIGN
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
828 253 6856
Protect Contact Win Taylor
Email win @ equinoxenvironmental com

10
20
30
Kings Creek Stream Restoration
2011 Monitoring Report (MY 3)
Table of Contents
Executive Summary / Project Abstract
Methodology
References
Page 1
Page 2
Page 3

Appendices
it
� J Appendix A Project Vicinity Map and Background Tables
Figure 1 Vicinity Map and Directions
Table la Project Components
Table lb Component Summations
Table 2 Project Activity and Reporting History
Table 3 Project Contacts
f Table 4 Project Attributes
�I Appendix B Visual Assessment Data
Figure 2 Integrated Current Condition Plan View
Table 5 Visual Stream Morphology Stability Assessment
r i Table 6 Vegetation Condition Assessment
F]
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L�
I
�I
I�
L
Appendix C Vegetation Plot Data
Table 7 Vegetation Plot Criteria Attainment
Vegetation Monitoring Plot Photos
Table 8 CVS Vegetation Plot Metadata
Table 9 Planted and Total Stem Counts (Species by Plot with Annual Means)
Appendix D Stream Survey Data
Cross Sections with Annual Overlays
Longitudinal Profiles with Annual Overlays
Pebble Count Plots with Annual Overlays
Table 10a Baseline Stream Data Summary
Table IOb Baseline Stream Data Summary (Substrate Bed Bank and Hydrologic
Containment Parameter Distributions)
Table l la Monitoring Data — Dimensional Morphology Summary (Dimensional
Parameters — Cross Sections)
Table l lb Monitoring Data — Stream Reach Data Summary
Appendix E Hydrologic Data
Table 12 Verification of Bankfull Events
m

r
10 EXECUTIVE SUMMARY / PROJECT ABSTRACT
r
U The goals and objectives stated in the Kings Creek Mitigation Report (NCEEP 2006) are as
follows
U
I • Restore 2 119 linear feet of channel dimension pattern and profile to the extent possible
• Improve floodplain functionality by matching floodplain elevation with bankfull stage
thereby increasing watershed attenuation and reducing peak flows
• Establish native floodplain vegetation which will allow treatment of diffuse storm flow
and nutrient uptake while establishing part of a wildlife corridor in the watershed
�II
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• Remove invasive exotic vegetation species from the stream corridor
• Improve the natural aesthetics of the stream corridor and
• Improve the water quality in the Kings Creek watershed by reducing bank erosion
increasing nutrient storage and uptake and increasing dissolved oxygen of the system
The monitoring year three (MY3) vegetation plot data indicate that the project meets the
established criterion for planted stem density which is a minimum survival of 320 planted stems
per acre at the end of the year three monitoring period Average stem density for planted stems
in MY3 is approximately 634 stems per acre Additionally when planted and natural stems are
combined the average stem density is 2 752 stems per acre which is well above the minimum
established criterion Of the 48 planted stems recorded within the monitoring plots almost all
(98 %) had vigor codes of good or excellent Problems with vegetation consist of areas of low
stem densities adjacent to the stream reach as well as approximately fifteen currently isolated
patches of high threat invasive plant species that span the project extent A supplemental live
stake planting occurred on March 16 2011 in those areas noted with low stem densities and
eroding banks
Stream longitudinal profiles have remained relatively stable among monitoring years The
primary stream issue observed during MY3 was bank erosion resulting from thalweg migration
and low woody stem densities All other morphological metrics indicated performance
percentages averaging between 88 and 100% Based on the presence of wrack lines and crest
gauge monitoring two bankfull events were documented in MY3
Summary information/data related to the occurrence of items such as beaver or encroachment
and statistics related to performance of various project and monitoring elements can be found in
the tables and figures in the report appendices Narrative background and supporting
information formerly found in these reports can be found in the mitigation and restoration plan
documents available on EEP s website All raw data supporting tables and figures in the
appendices is available from EEP upon request
Kings Creek Final
L Project No 208
Monitoring Year 3 of 5
Equinox Environmental Consultation and Design Inc
November 2011

w
2 0 Methodology
The stream monitoring methodologies utilized in 2011 were Intended to replicate those employed
during previous monitoring years and are based on standard guidance and procedures documents
(Rosgen 1996 and USACE 2003) Vegetation monitoring data were collected following the
standard CVS EEP Protocol for Recording Vegetation Level II (Lee et al 2008)
Kings Creek Final 2 Equinox Environmental Consultation and Design Inc O
Project No 208 November 2011
Monitoring Year 3 of 5
0

3 0 References
Lee M T R K Peet S D Roberts and T R Wentworth 2008 CVS EEP Protocol for
Recording Vegetation Version 4 2
NCEEP (North Carolina Ecosystem Enhancement Program) May 2006 Mitigation Report
Kings Creek Restoration Project Raleigh NC
Rosgen D L 1996 Applied River Morphology Wildland Hydrology Books Pagosa
Springs CO
USACE (U S Army Corps of Engineers) 2003 Stream Mitigation Guidelines USACOE
USEPA NCWRC NCDENR DWQ Wilmington District
Kings Creek Final
f J Protect No 208
Momtonng Year 3 of 5
I
3 Equinox Environmental Consultation and Design Inc
November 2011

rJ
LI Appendix A
F1 Project Vicinity Map and Background Tables
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276
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Kings Creek
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Stream Restoration Site
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Fig ure - cin,^
1 Vi
Vicinity Map
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Stream Hi
estion Site
R rora
Kings Creek
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FNVI R ON N RNTA I.
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Stream Restoration Site
PeROm GRA
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Project No. 208
N
Directions: From Raleigh, proceed west on 1-40 W to Asheville.
0 0.5 1 2 $
Take the Sweeten Creek Rd/US -25 A exit (Exit 51). Proceed
j
Miles
south on US -25 -Alt to NC -280 S in Fletcher. Continue on NC-
280 S towards Brevard. NC -280 S becomes US -276 S/US -64
Transylvania County, North Carolina
in Bre vard. After passing Brevard College turn left on E French
7.5 Minute Series Brevard
Broad St and continue to Park Ave. Turn left on Park Ave for
Quadrangle
approximately 114 mile and project site is on the left.

Appendix A
Project Vicinity Map and Background Tables
Information unavailable
*The anticipated mitigation units are based on the expected yields due to the lack of a full 30 -foot riparian buffer on
portions of the stream
Kings Creek Final A -2 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5
compt
IRS
Restoration
Stream
Non -Ripar
Upland
Buffer
Riparian Wetland (Ac)
BMP
Level
I
(Ac)
Ac
(Ac)
Riverine Non- Riverine
Restoration
1,926
Enhancement
Enhancement I
Enhancement II
191
Creation
Preservation
HQ Preservation
0 0
Totals
2,117
0.0
0.0
0.0
0.0
BMP
Count
*Anticipated
1,631
0.0
0.0
0.0
0.0
0
SNWTotals
*The anticipated mitigation units are based on the expected yields due to the lack of a full 30 -foot riparian buffer on
portions of the stream
Kings Creek Final A -2 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix A
Project Vicinity Map and Background Tables
-
Activit or Deliverable
Table 2.° Project XTUfy and Reporting' "ry, , ,
Kings Creek /Project No. 208
IlapsedTime Since Graiing Complete: 5 Year$
IlapsedTlme Since Planting Complete: 5 Years
Number of
Data Collection
Complete
Completion or
Delivery
Restoration Plan
-
Final Desi - Construction Plans
-
9/24/2004
Construction
N/A
2006
Live Stakes and Bare Root Trees Planted
N/A
2006
Miti ation Plan / As -built
Year 0 Monitorin - Baseline
-
May-06
Year 1 Monitorin
2008
2008
Year 2 Monitorin
Nov -10
Nov -10
Suoplemental Live Stake Plantiniz Effort
Mar -11
Mar -11
Year 3 Monitorin
Nov -11
Nov -11
Year 4 Monitorin
Year 5 Monitorin
- Information unavailable
N/A - Item does not apply
Kings Creek Final A -3 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix A
Project Vicinity Map and Background Tables
Designer
Buck Engineering/ Michael Baker Corp.
797 Haywood Road, Suite 201
Asheville, North Carolina 28806
Primary Project Design POC
Andrew Bick (828) 350 -1408
Construction Contractor
L -J, Inc.
220 Stoneridge Drive, Suite 405
Columbia, SC 29210
Construction Contractor POC
Richard Goodwin (803) 929 -1181
Survey Contractor
Joel Johnson Land Surveying
Survey Contractor POC
Joel Johnson (828) 586 -6488
Planting Contractor
Unknown
Planting Contractor POC
Unknown
Seeding Contractor
Unknown
Planting Contractor POC
Unknown
Seed Mix Sources
Unknown
Nursery Stock Suppliers
Unknown
Monitoring Performers (YO) - 2006
Buck Engineering/ Michael Baker Corp.
797 Haywood Road, Suite 201
Asheville, North Carolina 28806
Stream Monitoring POC
Unknown
Vegetation Monitoring POC
Unknown
Monitoring Performers (Y1) - 2008
North Carolina Wildlife Resources Commission
171 Southern Cross Road
Weaverville, North Carolina 28787
Stream Monitoring POC
Jeff Ferguson (828) 231 -3517
Vegetation Monitoring POC
Jeff Ferguson (828) 231 -3517
Monitoring Performers (Y2) - 2010
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Steve Melton (828) 253 -6856
Vegetation Monitoring POC
Sarah M arcinko (828) 253 -6856
Monitoring Performers (Y3) - 2011
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Win Taylor (828) 253 -6856
Vegetation Monitoring POC
Kevin Mitchell (828) 253 -6856
Monitoring Performers (Y4) - 2012
Stream Monitoring POC
Vegetation Monitoring POC
Monitoring Performers (Y5) - 2013
Stream Monitoring POC
Vegetation Monitoring POC
Unknown - Information was unknown at time of report submittal
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
A -4 Equinox Environmental Consultation and Design, Inc.
November 2011

Appendix A
Project Vicinity Map and Background Tables
Table 4. Project Attributes
Project County Transylvania
Ph sio ra hic Region
Blue Ridge
Ecore ion
Broad Basins
Project River Basin
French Broad
USGS HUC for Project 14 digit)
06010105010050
NCDW Sub -Basin for Project
04 -03 -01
Within Extent of EEP Watershed Plan
No
WRC Class Warm CooL Cold
Cool
% of Project Easement Fenced or Demarcated
0%
Beaver Activity Observed DurinR Desipm Phase
U
Restoration Component
Attributes
Kings Creek
Drainage Areas .mi.
4.2
Stream Order
Second
Restored Length feet
2,119
Perennial or Intermittent
Perennial
Watershed Type
Urban
Watershed LULC Distribution
-
Watershed Impervious Cover
-
NCDW AU / Index Number
6-30
NCDWQ Classification
C / Tr
303d Listed
No
Upstream of 303d Listed Segment
No
Reasons for 303d Listing or Stressor
N/A
Total Acreage of Easement
6.11
Total Vegetated Acreage within Easement
5.66
Total Planted Acreage as Part of Restoration
5.56
Ros en Classification of Pre-Existing
-
Ros en Classification of As -Built
C4
Valley Type
-
Valley Slope
-
Valley Side Slope Range
-
VaHey Toe Slope Range
-
Cowardin Classification
N/A
Trout Waters Designation
Yes
Species of Concern Endangered, Etc.
-
Dominant Soil Series and Characteristics
Series
Depth
-
Cla %
-
K
-
T
-
- Information unavailable
N/A - Item does not apply
Kings Creek Final A -5 Equinox Environmental Consultation and Design, Inc,
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data

z.
Prepared for
Uurrent Uondition Plan View
",.
Ad
ult as ement
PROGRAM
Project: Kings Creek
Year 3 Monitoring
Transylvania County, North Carolina
Sheet 1 of 1
Date
November 2011
Notes: 1) Base Map Data Provided by NCEEP
2) 2010 Aerial Photo
Project Number
NCEEP # 208
Legend
— — Easement Boundary
- As -Built Centerline
�— As -Built Top of Bank
Structures
— Cross Section
Long Pro Start
® Crest Gauge
A, Control Points
Year 3 Conditions
In- Stream Structure Condition
- - Stressed
BanWBed Condition
s Bank - Mass Wasting
=Ezw Bank - Scoured / Eroding
Tr Bank - Undercut
� Bed Aggradation
Vegetation Plots
® Criteria Met
Vegetation Problem Areas
® Invasives - Dense
Invasives - Present
Low Stem Density
EgUINOX
ENV RO NMENTAL
coxmvansx a acwox

Appendix B
Visual Assessment Data
Table 5 Visual Stream Mo logy StabSlity Assess�;ut
Kings Creek /Project
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
B 2 Equinox Environmental Consultation and Design Inc
November 2011
D%20_8
Assessed I e 2 119 feet
Numbe
Numbe Footag Atbusted%
Map Chan 1
Chann 1
Sta61
Total
Numbe f Amou tof
7 Stabl with with f
C teg y
S b Categ y
Metr
f �m g
Numbe
Unstad Uastabl
P f mr g Stall g Stahl Stahl
g g
As built
Segme is Footag
as Inte ded Woody Woody Woody
as
as Inte led
V g tab V g tahon Veg tatr
1 B d — —
— —I
A¢pladat Bar f nnat n/gr wth ffn gnf aptly
-- --
-- —
_ --
— --
-
-- — _
I V rt cal Stahl ty
d fleet fl w I t ally ( I d p int bar )
l
74
964
(R ffl and R U )
2 D Mr dat E d f d w ttin&
0
0
1007
2 [bM C drt
I T xt e/S b t t R ffl main at ar b at
13
13
1007
3 M de Pool
I D pth S IT t (Max Pool D pth Mean Bankf U D p h 1 6)
12
12
10017
C dtt
2 Le Zh pp p t ( 3017 f Im d an b twee tad f
p eam ffl and head f d w t earn ffl )
12
12
1007
1 Thalw g t mg p earn f meand be d (R )
7
12
587
4 Thai %egPost
2 Thalw g ce t mg t d w t am f mednd be d (GI d)
10
11
917
2 B It
Banklackr g get t cm It g mplyfr mp gr wth�
— —
_
—
—
1 Sco red /Fiodt g
and/ co and
g
360
927—
8 113 947
Bank d rc t/ hangs g th )t h mas was g ppear
2 U dere t
hk ly Does NOT I d d t that ar modes appear
2
119
977
2 28 987
ainabl and ar p dmg h b tat
3 Mas Wast g
Bank I rnp g, al g Hap
3
177
967
3 50 977
INNAR tale
13
656
857
13 191 897
3 Fngr red
1 Overall Integnty
Stm tar phy tally do w th d lodged bo Id I gs
14
16
887
Strud re
2 Grade C trol
G d t I truce re xh b g mau f gr d th 11
21
24
887
2a Pip g
Stru tur lackmg any b ant a1 fl w d mea h 11 arm
24
24
1007
977
3 B k Prot d
Bank w hm h m t xt t f fl doe NOT
29
30
� 157
P l f rmi g tru t maintat g M ax P ID ph M an
4 Habitat
Bankf 11 D pth R t 1 6 Rootwad /I gs p d g me t
12
12
1007
has fl w
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
B 2 Equinox Environmental Consultation and Design Inc
November 2011

r
Appendix C
Vegetation Plot Data
J
I
i
I f
t

Appendix C
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
Vegetation Plot Data
Vegetation Plot Vegetation
ID Survival Tract Mean
Threshold Met9
1 Yes
2 1 Yes 100%
3 1 Yes
C 1 Equinox Environmental Consultation and Design Inc
November 2011

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 1
Monitoring Year 3 — June 23, 2011
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
Vegetation Monitoring Plot 2
Monitoring Year 3 — June 23, 2011
C -2 Equinox Environmental Consultation and Design, Inc.
November 2011

Appendix C
Vegetation Plot Data
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
Vegetation Monitoring Plot 3
Monitoring Year 3 — June 23, 2011
C -3 Equinox Environmental Consultation and Design, Inc.
November 2011

I
U
Appendix C
Vegetation Plot Data
Table 8 CVS Vegetation Plot Metadata
Kings Creek / Project No 208
Report Prepared By
Owen Carson
Date Prepared
6/27/2011 15 55
Database Name
Equinox 2011 A KingsCreek MY3 mdb
Database Location
Z \ES \NRI &M\EEP Monitonng \Kings Creek \KC MY3 2011 \Data \Veg
Computer Name
D16TNK71
File Size
136433920
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT
Metadata
Description of database file the report worksheets and a summary of
project(s) and project data
Proj Planted
Each project is listed with its PLANTED stems per acre for each year
This excludes lire stakes
Proj Total Stems
Each project is listed with its TOTAL stems per acre for each year This
includes lire stakes all planted stems and all naturalAolunteer stems
Plots
List of plots surveyed with location and summary data (lire stems dead
stems missing etc)
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor by Spp
Frequency distribution of ingor classes listed by species
Damage
List of most frequent damage classes with number of occurrences and
percent of total stems impacted by each
Damage by Spp
Damage values tallied by type for each species
Damage by Plot
Damage values tallied by type for each plot
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each species for each
plot dead and missing stems are excluded
ALL Stems by Plot and spp
A matrix of the count of total living stems of each species (planted and
natural volunteers combined) for each plot dead and missing stems are
excluded
PROJECT SUMMARY
Project Code
208
project Name
Kings Creek
Description
On the campus of Brevard College
River Basin
French Broad
Length(ft)
Stream to Edge Width (ft)
Area (sq m)
Required Plots (calculated)
Sampled Plots
3
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
C 4 Equinox Environmental Consultation and Design Inc
November 2011

Appendix C
Vegetation Assessment Data
TWO 9 Planted and Total Stem Counts (Spede by Plot Wth Anneal Mews)
Kings Creek / Project Na 208
C t Plot Data (MY3 2011)
Annual Means
S bti Name
Common Name
Spec a Type
E208 -01 0001
E208 -01.0002
E208 -01 0003
MY3 (20 1)
MY2 (2010)
Pn IS
P all
T
PnoIS
Pall
T
Pn LS
Pall
T
Pn IS
Pall
I T
Pn LSJ
P all
I T
A mbmm at rubtum
R d mapl
Tre
13
7
96
116
113
Alit aul t
H zel Id
Shrub Tre
6
6
6
1
1
6
1
1
1
8
8
13
10
10
10
Aro ra arb of 1
Red h keb try
Shrub
2
2
3
2
2
3
2
2
2
B t I gra
Ri buch
Tre
2
2
2
3
3
3
2
2
2
7
7
7
8
8
8
C m morrum
S Iky d gw d
Shrub
3
3
8
1
1
1
1
3
3
8
3
3
5
C ryl are
Arre h zel t
Shrub
1
1
1
I
1
I
I
1
l
Framn p yl
Gee h
Tre
1
1
l
1
1
1
1
1
1
H n mehs mgin ar irgm
Ame wt hh zel
Shrub
4
4
4
2
2
2
1
1
1
7
7
7
5
5
5
J gl gra
Bl kw I t
Tre
2
Liq d mbar tyra fl
Sw tg m
Tie
1
1
2
Lm d d t hprf ra t hp f ra
T l p tre Y 11 w p pla Wh t w d
Tre
6
4
1
3
13
12
Ny yl t
BI kg m
Tre
2
2
2
2
2
2
2
2
2
Pm trob
Ea t m wh t p
Tit
l
Platan d t hs ar d t l
Sy more PI tre
Tit
5
5
7
3
3
3
8
8
17
16
16
27
15
IS
39
Prtr rotm ar rot
BI k h try
IShrub Tre
1
Qu rc ph 11
W O w k
Tre
I
1
Sahx gra
BI k will w
Tre
I
3
4
3
S rnb d is
Comm Id rb try
Shrub Tre
1
1
I
I
1
1
Stem unt
22
22
50
10
11
27
15
1 15 1
127
47
48
204
47
48
209
(ar )
1
1
1
3
3
(ACRES)
002
002
002
007
007
Spec unt
6
1 6
1 10
5
1 6
1 8
6
1 6 1
9
9
10
14
9
10
18
Stems pe ACRE
890 31
J 890 3112023
4
40469
445 151
1092 7
607 03
607 0315139
51
634 01
1 647 5
127519
IMI
5
2819 3
in as qu m oY i U i
Kings Creek Final
Project No 208
Monitonng Year 3 of 5
�= 1, = U L = = =--- =
C 5 Equinox Environmental Consultation and Design Inc
November 2011
-) = = = (_ � _j =

I,
Appendix D
Stream Survey Data
F

Appendix D
2115
2114
2113
2112
2111
2110
a�
2109
w
2108
0
2107
a�
W 2106
2105
2104
2103
2102
2101
2100
0+00
Stream Survey Data
Kings Creek/ Project No. 208
Cross - Section 1 - Riffle
Station 6 +84
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
0 +10 0 +20 0 +30 0+40 0 +50 0+60 0 +70 0 +80 0 +90 1+00
Station (feet)
MYO 5/2006 MY2 6/22/2010 { MY3 2/17/2011 - - - - Bkf
D -1 Equinox Environmental Consultation and Design, Inc.
November 2011

Appendix D
Stream Survey Data
Cross - Section 1 — Riffle
(Looking at Left Bank Descending)
Monitoring Year 3 — February 17, 2011
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
Cross - Section 1 — Riffle
(Looking at Right Bank Descending)
Monitoring Year 3 — February 17, 2011
D -2 Equinox Environmental Consultation and Design, Inc.
November 2011

Appendix D
Stream Survey Data
Cross - Section 1 — Riffle
(Looking Downstream)
Monitoring Year 3 — February 17, 2011
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
Cross - Section 1 — Riffle
(Looking Upstream)
Monitoring Year 3 — February 17, 2011
D -3 Equinox Environmental Consultation and Design, Inc.
November 2011

Appendix D
2115
2114
2113
2112
2111
2110
a�
2109
w
= 2108
0
2107
a�
W 2106
2105
2104
2103
2102
2101
2100
0+00
Stream Survey Data
Kings Creek/ Project No. 208
Cross- Section 2 - Pool
Station 7 +85
0 +10 0 +20 0 +30 0+40 0 +50 0+60 0 +70 0 +80 0 +90 1+00 1 +10 1 +20 1 +30
Station (feet)
MYO 5/2006 MY2 6/22/2010 — MY3 2/17/2011 — — — Bkf
Kings Creek Final D -4 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cross - Section 2 — Pool
(Looking at Left Bank Descending)
Monitoring Year 3 — February 17, 2011
Kings Creek Final
Project No. 208
Monitoring Year 3 of 5
Cross - Section 2 — Pool
(Looking at Right Bank Descending)
Monitoring Year 3 — February 17, 2011
D -5 Equinox Environmental Consultation and Design, Inc.
November 2011

Appendix D
Stream Survey Data
Cross - Section 2 — Pool
(Looking Downstream)
Monitoring Year 3 — February 17, 2011
Cross - Section 2 — Pool
(Looking Upstream)
Monitoring Year 3 — February 17, 2011
Kings Creek Final D -6 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
2110
2109
2108
2107
2106
a 2105
w
G
0 2104
i�
C�
W 2103
2102
2101
2100
2099
2098
0+00
Stream Survey Data
Kings Creek/ Project No. 208
Cross- Section 3 - Riffle
Station 15 +13
0 +10 0 +20 0 +30 0+40 0 +50 0+60 0 +70 0+80 0 +90
Station (feet)
• MYO 5/2006 MY2 6/24/2010 - MY3 2/18/2011 - - - - Bkf
Kings Creek Final D -7 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cross - Section 3 — Riffle
(Looking at Left Bank Descending)
Monitoring Year 3 — February 18, 2011
Cross - Section 3 — Riffle
(Looking at Right Bank Descending)
Monitoring Year 3 — February 18, 2011
Kings Creek Final D -8 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cross - Section 3 — Riffle
(Looking Downstream)
Monitoring Year 3 — February 18, 2011
Cross - Section 3 — Riffle
(Looking Upstream)
Monitoring Year 3 — February 18, 2011
Kings Creek Final D -9 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
2110
2109
2108
2107
2106
a 2105
w
C
0 2104
w
a
W 2103
2102
2101
2100
2099
2098
0+00
Stream Survey Data
Kings Creek / Project No. 208
Cross - Section 4 - Pool
Station 16 +17
0 +10 0 +20 0 +30 0+40 0 +50 0+60 0 +70 0+80 0 +90
Station (feet)
• MYO 5/2006 MY2 6/24/2010 ■ MY3 2/18/2011 - - - - Bkf
Kings Creek Final D -10 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cross - Section 4 — Pool
(Looking at Left Bank Descending)
Monitoring Year 3 — February 18, 2011
Cross - Section 4 — Pool
(Looking at Right Bank Descending)
Monitoring Year 3 — February 18, 2011
Kings Creek Final D -1 I Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cross - Section 4 — Pool
(Looking Downstream)
Monitoring Year 3 — February 18, 2011
Cross - Section 4 — Pool
(Looking Upstream)
Monitoring Year 3 — February 18, 2011
Kings Creek Final D -12 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
2120
2118
2116
2114
2112
2110
2108
w
2106
c
0
2104
W
2102
2100
2098
2096
2094
2092
2090
l�
O
Stream Survey Data
Kings Creek
Longitudinal Profile
1,bo �,bo $r'bO sbo 6�0 �,bo �,bo 9,bo ro ,f rr� r�� j�
d O 'b
O O O O O O O O O O O O O
Station (feet)
Thalweg WO Thalweg MYt Thalweg MY2 Thalweg MY3 • Bkf WS C Structures
Kings Creek Final D -13 Equinox Environmental Consultation and Design, Inc.
Project No. 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
® e
/ WWOFM ©20
s Se
D50
2011
Descnption
Material
Sim (mm)
Total #
Item %
Cum %
Silt/Clay
sdUclay
0 062
0
0%
0%
Sand
very fine sand
0 125
4
4%
4%
file sand
025
2
2%
6%
medium sand
050
5
5%
11%
coarse sand
100
6
6%
17%
very coarse sand
200
3
3%
20%
Gravel
very fine gravel
40
2
2%
22%
fine gravel
57
4
4%
26%
fine gravel
80
3
3%
29%
medium gravel
113
14
14%
43%
medium gravel
160
13
13%
56%
coarse gravel
223
8
8%
64%
coarse gravel
32
18
18%
82%
very coarse gravel
45
12
12%
94%
very coarse gravel
64
4
4%
98%
Cobble
small cobble
90
1
1%
99%
medium cobble
128
0
0%
99%
large cobble
180
1
1%
100%
very large cobble
256
0
00/0
100%
Boulder
small boulder
362
0
00/0
100%
small boulder
512
0
00/0
100%
medium boulder
1024
0
00/0
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
00/0
100%
TOTALS1
100
100%
100%
S D
D50
13
D84
34
D95
49
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
D 14 Equinox Environmental Consultation and Design Inc
November 2011

Appendix D Stream Survey Data
Kings Creek Final D 15 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year 3 of 5
Kings Creek
Pebble Count Percent Cumulative
Cross Section 1 Riffle
sr
r
� I
t001y
�
d '' 1
90 °/
80'9
F
709
60
GS
V
50 %
0.
v
a
409
u
4
F
!
r�II s
�E
v
309
204'
09
O O� O O D
N M
b � N b Y N O
N i I!
O �
Y
.0
� 0
P ti l S e (mm)
— MY2 6116/2010 -4@--MY3 2/17/2011
Kings Creek
Pebble Count Percent Individual
Cross Section 1 Riffle
25 9
209
15-1
o
e
10'9
a
sY
0 l
N
1G
V
N
Ln - N R `O
N
00 n R O 00 O
N b C� N 00
�4 N N o
V1 %0 N 7
O1
0
V
w .
•v "
N M h O O
N
O
'T
p�O
a
Particle Size (mm)
O MY2 6/16/2010 ■MY3 2/17/2011
Kings Creek Final D 15 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year 3 of 5
r
� I
�
Kings Creek Final D 15 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year 3 of 5
i
v
a
4
F
!
r�II s
Kings Creek Final D 15 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year 3 of 5

Appendix D
i
i
J
ri
�l
Stream Survey Data
C* e / I WRIM 20
Sec e +
2011
Description
Matenal
Size (mm)
Total #
Item %
Cum %
Sdt/Clay
sflt/clay
0 062
0
00/0
0%
Sand
very fine sand
0 125
0
0%
00/0
fine sand
025
11
11%
11%
medium sand
050
4
4%
15%
coarse sand
100
0
No
15%
very coarse sand
200
2
2%
17%
Gravel
very fine gravel
40
2
2%
19%
fine gravel
57
2
2%
21%
fine gravel
80
2
2%
23%
medium gravel
113
7
7%
30%
medium gravel
160
18
18%
48%
coarse gravel
223
13
13%
61%
coarse gravel
32
16
16%
77%
very coarse gravel
45
13
13%
90%
very coarse gravel
64
6
6%
96%
Cobble
small cobble
90
3
3%
99%
medium cobble
128
1
1%
100%
large cobble
180
0
00/0
100%
very large cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
00/0
100%
large boulder
2048
0
00/0
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
100
100%
100%
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
D 16 Equinox Environmental Consultation and Design Inc
November 2011

Appendix D Stream Survey Data
� 9
t / �
V
5 F �
} t
1
i
4
Kings Creek Final D 17 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring
Year 3 of 5
Kings Creek
Pebble Count Percent Cumulative
Cross Section 2 Pool
10017
90'Y
80'9
70q
r
F
e
60T
GS
C
V
50'9
w
4017
E
30'9
U9
2017
10 4'
09
yy pp
'O
0.}
P ti 1 S (mm)
— MY2 6/16/2010 -60—MY3 2/17/2011
Kings Creek
Pebble Count Percent Inds ldual
Cross Section 2 Pool
25'9
203'
15'9
.fl
A
10'9
0.
511
b
N
N O
•�
N
00
V ,� O GO O
ti ti N V 01 H
�
to
N N eq
00
a,
0'9
Y
O
�
N
M h O
O
O
b
Parts le S (mm)
0MY2 6/16/2010 8 MY3 2/17/2011
� 9
t / �
V
5 F �
} t
1
i
4
Kings Creek Final D 17 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring
Year 3 of 5

U
F
J
Appendix D
Stream Survey Data
s Se on 3 ►
D
2011
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0 062
0
00/0
0%
Sand
very fine sand
0 125
0
0%
00/0
fine sand
025
8
8%
8%
medium sand
050
7
7%
15%
coarse sand
100
1
1%
16%
very coarse sand
200
5
5%
21%
Gravel
very fine gravel
40
2
2%
23%
fine gravel
57
4
4%
27%
fine gravel
80
1
1%
28%
medium gravel
113
3
3%
31%
medium gravel
160
7
7%
38%
coarse gravel
223
8
8%
46%
coarse gravel
32
21
21%
67%
very coarse gravel
45
15
15%
82%
very coarse gravel
64
5
5%
87%
Cobble
small cobble
90
1
1%
88%
medium cobble
128
9
9%
97%
large cobble
180
2
2%
99%
very large cobble
256
1
1%
100%
Boulder
small boulder
362
0
00/0
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
00/0
100%
large boulder
2048
0
NO
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
100
100%
100%
S
D
D50
24
D94
52
D95
120
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
D 18 Equinox Environmental Consultation and Design Inc
November 2011

Appendix D Stream Survey Data
d
a.F Y
a �
r„ t
i
�a
h +s
Kings Creek Final D 19 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring
Year 3 of 5
Kings Creek
Pebble Count Percent Cumulative
CrossSecbon 3 Riffle
1009
909
809
Fe
709
609
G�
509
40 9
E
309
U
20 9
109
— —.
09
O O O
.•�
N O
m
Particle Size (mm)
—+—MY2 6116/2010 fMY3 2/18/2011
Kings Creek
Pebble Count Percent Individual
Cross Section 3 Riffle
25 9
201Y
0
159
c
a
109
a
59
N to Ln to
N to l O 00 O O
N M 7 �O O� N 00 W)
N N
11D .�
N
00 ID W
7 as
09
O O
.r 'r N
M In
Particle Size (mm)
OMY2 6/16/2010 ■MY3 2/18/2011
d
a.F Y
a �
r„ t
i
�a
h +s
Kings Creek Final D 19 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring
Year 3 of 5

e1
II
F-1
II
r
I
Appendix D
Stream Survey Data
� e o
C e on e � ry
D50
2011
Descnphon
Matenal
Sim (nun)
Total #
Item %
Cum %
Sdt/Clay
silt/clay
0 062
1
1%
1%
Sand
very fine sand
0 125
3
3%
4%
fine sand
025
18
18%
22%
medium sand
050
11
11%
33%
coarse sand
100
10
10%
43%
very coarse sand
200
9
9%
52%
Gravel
very fine gravel
40
1
1%
53%
fine gravel
57
3
3%
56%
fine gravel
80
3
3%
59%
medium gravel
113
5
5%
64%
medium gravel
160
15
15%
79%
coarse gravel
223
9
9%
88%
coarse gravel
32
5
5%
93%
very coarse gravel
45
7
7%
100%
very coarse gravel
64
0
00/0
100%
Cobble
small cobble
90
0
0%
100%
medium cobble
128
0
0%
100%
large cobble
180
0
00/0
100%
very large cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
00/0
100%
medium boulder
1024
0
00/0
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
00/0
100%
TOTALS
100
100%
100%
Stunmary � ata
D50
17
D84
19
D95
35
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
D 20 Equinox Environmental Consultation and Design Inc
November 2011

Appendix D Stream Survey Data
Kings Creek Final D 21 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year
3 of 5
Y 4
Kings Creek
f
Pebble Count Percent Cumulat ve
Cross Section 4 Pool
ve
1001y
90T
809'
709'
C
609'
W
u
50 9'
a
409'
309'
E
U9
20 9'
109
t; —i
09'
O
O
N t7 VI O
O
m
Pa t 1 S (mm)
—a—MY2 6/16/2010 —MY3 2/18/2011
Kings Creek
Pebble Count Percent Ind dual
Cross Section 4 Pool
k
Y Y
+
251Y
209'
s
1591
o
.c,
1
10'9
y
F
5'9
�
4
09
N
D
tn
N
tn H N
N
N 7
00 \D N N kn 00 O
N R fn O N 00
�O N N 7 00
M �4 Q
V
CN
Y
V
d
Cq
Pa t cle S e (mm)
OMY2 6/16/2010 ■MY3 2/18/2011
Kings Creek Final D 21 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year
3 of 5
Y 4
f
3 of 5

Appendix D Stream Survey Data
able Da Basedne 3he1M ata
Creek ! Pro et No 208
Paramete
I--g R g tail C w
P DO h g C 41h
R f R ach( ) Data
T-M g
Momto 6 Bas I
Dwal —I&Ts bstrateUMMM=
LL UL
Eq Mt
M
M d
Ma
SD
M
M
M d
M
SD
M
M d
M
M
M
M d
M
SD
Bankf II W d h (f )
242
255
25 5
267
N/A
2
FI dpm Wdh (f)
1�
150
150
150
150
N/A
2
Bmkf H M m Dep h (f)
2 1
22
2 2
22
N/A
2
Bankf H M az D p h (f)
30
3 1
3 1
3 1
N/A
2
Bankfull C Sec a1 A (f)
519
552
55 2
58 5
N/A
2
W d h/D p h R
�'
113
L3'6135 8
11 8
122
N/A
2
E hm Rat
360
3 65
370
N/A
2
Bank H gh R
®®
10
10
1 10
10
N/A
2
Pco91
Rdn Le gth (f)
29 3
46 0
44 4
68 2
13 2
10
Rdfl SI p (f /f)
®�
0 0026
00069
0 005910
0153
00039
10
P I Le gth (f)
52 4
58 6
69 8
l5 6
11
P IM.Dph(f)�i�®
�81
22
23
34
05
11
P I Sp mg (f) ®�
1506
143 2
220 9
40 9
8
Patbem
Chan 1Blwdh(f)
610
1108
1075 1730
352
12
Rad f C ry (f)
410
620
560 1390
267
11
R Bankf HWdh(f/f)���
M eand W I gth (f) 1 0�
231 0
2768
240 0 4140
776
5
M and Wdh Rat
40
42
42 44
N/A
2
TranspmtParam te_n
R ach Sh S ( mp y) (Ib /R) �
Max art a (mm) m b hz d baakfull
S eam P w ( an P Pw ) (Whn)
Adtlill��Re th�Te�n_meteie
R ge CI S at
C4
BmkfuH V Im y (fp >
BmkfuH D huge ( f )
V H y Le gth (f)
1 694
Chan I Th Iw b Le gth (f)
1 815
2 135
S y(f)
107
128
W S fac SI p (Chan 1) (f /f)
00049
Bankf H SI p (f /f)
00044
Bankfull Floodph m Are (acre )
,b f Reach w h E od g Bank
Chan I S abd y H b M
B 1 gi a1 Cher
N/A I f rm doe pply
Kings Creek Final D 22 Equinox Environmental Consultation and Design Inc
Project No 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Table lOb Baseline Stream Bata
7—.-
( irate Bed, ank Hyd�obgic Containment IHstos)
Cre h/ Pro t N 208 R ache I &III
Pararmt
Pr Flo h g Con(Etl
— —
R r nc R acW ) Data
— —
Desig
W ton g Bus lice
R %/R T /P % /G % /S%
��
—
--
—
—
33%
10%
41%
16%
0%
SC9 /SA % /G9 /C % /B %/B %
�
�
�
r
�®
dl6 /d35 /d50 /d84 /d95 /d /d (mm)
bme C�
5
99 10 99/ C1 0
�M�
M�
�m
R Rd0 /R R /P P I/G Gld
/S St
n
SC St] CI y / SA Sand / G G I / C C bbl /B B Ida / B Bedrock
d max p /d max bp
I f M dabl
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
D 23 Equinox Environmental Consultation and Design Inc
November 2011
U O i�

I
I
�I
I �
J
I j
Appendix D
Stream Survey Data
Table l�la. MomW Data D>tmensio MoTQhology
(Dunenslonal Param felts ross Sechoas)
Creek / Pro ct No 208
Cross Sechon 1
Riffle
Cross-Section 2
Pool
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Reco d el t (d t m) d
21089
21089
21081
2108 l
Bankfull W dth (ft)
267
268
268
311
303
298
Floodp rone W dth (ft)
>150
> 150
>150
> 150
>150
>150
Bankf 11 Mean Depth (ft)
22
22
2 1
25
1 9
19
Bankf 11 Max Depth (ft)
3 1
33
33
47
37
35
Bankf lI C s Sect o a] Area (ft)
585
580
573
766
585
556
Bankf 11 W dth/Depth Rat o
122
124
125
127
157
160
Bankf 11 E t chment Rat o
>3 7
>5 6
>5 6
>3 9
>4 9
>5 0
Bankf 11 Bank H ght Rat o
10
10
10
1 0
1 1
1 1
C Sect al A ea Betwee E d P (ft)
596
584
616
574
d50 (mm)
24
13
16
17
Cross-Section 3
Riffle
Cross-Section 4
Pool
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Record ele at o (d t m) d
21047
21047
121041
2104 1
Bankf Il W dth (ft)
242
257
256
283
258
259
Floodpro e W dth (ft)
>150
>150
>150
>150
>150
>150
Bankf 11 Mean Depth (ft)
21
2 1
20
20
25
26
Bankf 11 Max D pth(ft)
30
32
31
31
44
45
Bankf 11 Cross Sect o al Are (ft)
519
53 1
520
555
63 1
674
Bankf 11 W dth/Depth R t
1 1 3
124
126
144
105
99
Bankf l] Ent enchme t R t
>3 6
>5 8
>5 9
>3 2
>5 8
>5 8
Bankf ll Bank He ght Rat o
10
10
10
10
10
10
C oss Sect al A ea Between E d Pms (ft)
602
593
661
693
d50 (mm) 1
33
24
13
2
I format o u ail bl
Kings Creek Final D 24 Equinox Environmental Consultation and Design Inc
_I Project No 208 November 2011
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
de ap
SC S.
ac be N an m m
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
i& ed-
D 25 Equinox Environmental Consultation and Design Inc
November 2011
�l
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©0 ©00
de ap
SC S.
ac be N an m m
Kings Creek Final
Project No 208
Monitoring Year 3 of 5
i& ed-
D 25 Equinox Environmental Consultation and Design Inc
November 2011

Lq-
J� Appendix E
Hydrologic Data
r--
I�
J� Appendix E
Hydrologic Data

J
r�l
� I
Appendix E
Hydrologic Data
Table Z Ver,<Sicabon of B= full Events
� s Creetc /Pro ct No 208
Date of Data Date of
Collection Occurrence
Method
Photo #
(d available)
6/15/2010 Unknown
Crest gauge & wrack Imes
11/9/2010 Unknown
Crest gauge & wrack Imes
1/20/2011 Unknown
Crest gauge & wrack lines
10/2612011 9/6/2011
Crest gauge & wrack Imes
Kings Creek Final
Project No 208
Momtonng Year 3 of 5
E I Equinox Environmental Consultation and Design Inc
November 2011