20080667 Ver 1_Monitoring Report_20080414

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Purlear Creek - Phase II
Stream Restoration
Annual Monitoring Report
Monitoring Year: 2007
Measurement Year: 2
As-built Date: 2005
NCEEP Project Number: 010559701
Submitted to: NCDENR-Ecosystem Enhancement Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Draft Submitted: December, 2007
Final Submitted: March, 2008
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Purlear Creek - Phase II
Stream Restoration
Annual Monitoring Report
Monitoring Year: 2007
Measurement Year: 2 RECEIVED
As-built Date: 2005 MAR 5 - -2008
NCEEP Project Number: 010559701 NC ECOSYSTEM
ENHANCEMENTPROGRAM
Submitted to: NCDENR-Ecosystem Enhancement Program
1619 Mail Service Center 1..'"..??
Raleigh, NC 27699-1619 APR 1 4 2008
Draft Submitted: December, 2007 DENR-WSIEERRMWp'TERsRWCM
??,pNDS AND
Final Submitted: March, 2008
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• PURLEAR CREEK - PHASE II STREAM RESTORATION
2007 MONITORING REPORT
CONDUCTED FOR THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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a0 stem
PROGRAM
Table of Contents
•
1. Executive Summary / Project Abstract Page 1
II. Project Background Page 1
1. Location and Setting Page 1
2. Project Structure, Mitigation Type, Approach and Objectives Page 1
3. Monitoring Plan View Page 8
III. Project Condition and Monitoring Results Page 10
A. Vegetation Assessment Page 10
B. Stream Assessment Page 10
1. Hydrologic Assessment Page 10
2. Project Problem Areas Page 11
3. Stream Visual Assessment Page 11
4. Quantitative Measures Page 12
C. Wetland Assessment Page 17
IV. Methodology Section Page 18
TABLES
Table I. Project Mitigation Structure and Objectives Page 2
Table II. Project Activity and Reporting History Page 3
Table III. Project Contact Table Page 4
Table IV. Project Background Table Page 5
Table V. Verification of Bankfull Events Page 10
Table VI. BEHI and Sediment Export Estimates (MY05) NA
Table VII. Categorical Stream Feature Visual Stability Assessment Page 11
Table VIII. Baseline Morphology and Hydraulic Summary Page 13
Table IX. Morphology and Hydraulic Monitoring Summary Page 15
Table X. Wetland Criteria Attainment Page 17
•
Purlear Creek Phase II
EEP Project # 010559701
Final
i
NC State University
Summer 2007 - MY02
• Appendix A Vegetation Raw Data
1. Vegetation Data Tables
2. Vegetation Problem Area Photos - No problem areas observed
3. Vegetation Monitoring Plot Photos
Appendix B Geomorphologic Raw Data
1. Current Condition Plan View
2. Stream Problem Area Table
3. Stream Problem Area Photos/Project Photo Log
4. Visual Morphological Stability Assessment Tables
5. Cross section and Pebble Count Plots and Raw Data Tables
6. Longitudinal Plots and Raw Data Tables
7. Feature Slope and Length Calculations
8. Channel Pattern Measurements
Appendix C Wetland Groundwater Level Graphs
Monitoring Well RDS-Wla
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Purlear Creek Phase II Final NC State University
EEP Project # 010559701 ii Summer 2007 - MY02
• I. Executive Summary/Proiect Abstract
This report represents monitoring year 2 for the Purlear Creek Phase II stream restoration project in
Wilkes County, North Carolina. The project background. is summarized in Section II of this report. The
project is comprised of two reaches. The upper reach is Reach 4 and the lower reach is Reach 1. The
channel has remained stable since construction. Study reaches show no significant bed profile, channel
pattern or cross sectional changes. The majority of channel banks are well-covered with vegetation.
Planted trees and shrubs are doing well throughout the buffer.
Two problem areas were identified in the 2006 monitoring report in Reach 1. The first area was erosion
along the outside meander at station 5+75. This area appeared to stabilize in 2007. The second problem
area was concentrated flow from the adjacent cow pasture piping through the buffer at station 9+80.
Problem area 2 was less of an issue in 2007 due to the drought conditions. However, it is recommended
that the area outside of the buffer be fenced and the swale cutting through the buffer be turned into a level
spreader to repair this location. Both areas shall continue to be monitored. An additional problem area
was identified on Reach 1 in 2007. Problem area 3 consists of a beaver dam on Reach 1, which is
backing up water and obstructing flow. It is recommended that the beaver dam be removed so the stream
can flow as intended.
No problem areas were identified in Reach 4.
Vegetation suffered from the drought in 2007. Within the wetland tracts, much of the wetland
herbaceous vegetation was replaced by species common to dryer areas. There was 28% mortality of
planted stems in plots between the 2006 and 2007 sampling. This follows the 39% mortality of planted
stems in plots recorded in 2006. Estimated surviving planted stem density extrapolated from the eight
• sampling plots is now 624 stems per acre. A few stems within plots had been cut, but this was not a
systematic problem throughout the buffer. There were no other encroachment problems observed. The
primary cause of low vigor and survival appears to be the unusual drought.
Based on visual observations, the wetlands appear to be exceeding minimal conditions for hydrology.
Both groundwater wells were replaced in August 2007. However, it was discovered that one well was not
functioning properly when field staff attempted to download water level data in November 2007. This
well shall be calibrated or repaired before the 2008 growing season. The wetland exceeded minimal
conditions for hydrology in the functioning well.
II. Proiect Backiround
1. Location and Setting
Phase II of the Purlear Creek Stream and Wetland Restoration project falls within the Hayes Property
in Wilkes County, North Carolina approximately 8 miles northwest of the Town of Wilkesboro.
Figure 1 shows a map with detailed directions to the project site. An aerial photograph of the project
is contained in Figure 2.
2. Project Structure, Mitigation Type, Approach and Objectives
Phase II of the Purlear Creek stream and wetland restoration project strived to restore two (2) stream
reaches and restore and enhance adjacent riparian wetlands. Both streams lie within an area that is
actively used for cattle grazing. The alignments of the channels indicated that the channels had been
straightened and channelized in the past. The designer used a Priority I approach to restore the upper
• reach (Reach 4). A new channel was dug into the abandoned floodplain. For the lower reach (Reach
1), the designer used a Priority II approach to restore the reach. The existing channel banks were laid
Purlear Creek Phase II Final NC State University
EEP Project # 010559701 1 Summer 2007 - MY02
• back to create an expanded floodplain and new channel alignment was placed within the expanded
floodplain. For both reaches, in-stream structures such as A-Vane, Cross-Vanes, and J-Hooks were
installed to provide additional stability to the channel. Root wads were installed to provide additional
habitat.
Much of the riparian wetlands had been cleared and cattle grazing severely limited regrowth of
woody vegetation. Groundwater and surface water hydrologic components were impaired due to
channelization of the adjacent stream. One of the objectives of the priority I restoration of the
adjacent stream was to restore the wetland hydrology by increasing the frequency and duration of
overbank flows into the wetland and raising the groundwater elevations that are influenced by the
base flow elevation of the stream.
Most of the riparian corridor (including the riparian wetland) had been cleared and maintained as
pasture. The ecological function of the corridor relative to the streams and wetland had been
impaired. The restoration effort planted the area with a mix of woody vegetation to help reestablish a
viable riparian forest community. The planting plan assumes that there is adequate seed source for
herbaceous species to reestablish in the area. The planted area shall be maintained to promote the
growth of planted and preferred volunteer species and to limit populations of nuisance and invasive
species.
•
is
Table I lists project structure and objectives while Table II lists project activity and reporting history.
The project contact table is listed in Table III and Table IV lists the background information for the
project.
Table I. Project Mitigation Structure and Objectives Table
Purlear Creek Phase II / Project ID 010559701
Project Linear
Segment Existing
Mitigation Footage
or (ft or
Type Approach (If) or Stationing Comment
Reach ac) Acreage
ID ac
Reach 1 1100 Restoration Priority II 1,140 if 00 + 00 - 11 + 40 --
Reach 4 1412 Restoration Priority I 1,480 if 00 + 00 - 14 + 80 --
Improvement
Tract of vegetation
W1 0.21 Restoration Rehabilitation 0.21 ac. 307 + 50 - 310 + 50 and
hydrology of
see wetland
Restoration
of riverine
Tract 0.84 Restoration Re 0
84 ac 301 + 60 - 313 + 90 wetland
W2 establishment .
. located along
left side of
Reach 4
Purlear Creek Phase II
EEP Project # 010559701
Final
2
NC State University
Summer 2007 - MY02
•
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•
Table II. Project Activity and Reporting History
Purlear Creek Phase II / Project ID 010559701
Activity or Scheduled Data Collection Actual
Completion or
Comments
Report Completion Complete Deliver
Restoration Plan April 2004
Final Design - March 2004 -- May 2004
y
90%
Construction Spring 2005 -- Spring 2006 Construction delay due to delay in
obtaining easment and mulitple bids
Temporary S&E
mix applied to _
entire project
area
Permanent seed
mix applied
Containerized
and B&B
plantings for -- -- January 2006
reach/segments
1&2
Mitigation Plan /
As-built (Year 0
Monitoring - December 2005 -- May 2006 Delay in planting
baseline)
Year 1
monitoring December 2006 October 2006 December 2006
Year 2 December 2007 October 2007 December 2007 Survey completed in August, photo
Monitoring points completed in October
Year 3
Monitoring
Year 4
Monitoring
Year 5
Monitoring
Year 5+
Monitoring
Purlear Creek Phase II
EEP Project # 010559701
Final
NC State University
Summer 2007 - MY02
•
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Table III. Project Contact Table
Purlear Creek Phase II / Project ID 010559701
Designer P.O. Box 33068
Kimley-Horn and Associates Raleigh, NC 27636-3068
Primary Designer POC Will Wilhelm, P.E.
1 (704)319-

Construction Contractor 220 Stoneridge Drive, Suite 405
L-J, INC Columbia, SC 29210
Primary Contractor POC Richard Goodwin
1 (803)929-

Planting Contractor P.O. Box 655
HARP Newell, NC 28126
Planting contractor POC Jim Matthews, Ph.D. (704) 841-
2841
Seeding Contractor
UNKNOWN
Planting contractor POC UNKNOWN
Seed Mix Sources UNKNOWN
Nursery Stock Suppliers UNKNOWN
Monitoring Performers
North Carolina State Campus Box 7625
University Raleigh, NC 27695
Stream Monitoring POC Zan Price 828-545-
8347
Vegetation Monitoring POC Karen Hall 919-515-
8242
Wetland Monitoring POC Zan Price 828-545-
8347
Purlear Creek Phase II
EEP Project # 010559701
Final
NC State University
Summer 2007 - MY02

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Table IV. Project Background Table
Purlear Creek Phase II / Project ID 010559701
Project County Wilkes

i
A Reach 1 3.0 mil
Dra
nage
rea
Reach 4 2
0.4 mi
Drainage impervious cover estimate Reach 1 < 5%
(%) Reach 4 < 5%
S
O
d Reach 1 3
tream
r
er Reach 4 1
Physiographic Region Piedmont
Ecoregion Northern Inner Piedmont
R
Cl
ifi
i
f A
b
il Reach 1 C4/1
osgen
ass
cat
on o
s-
u
t Reach 4 C4
Cowardin Classification PEM01E
Dominant soil types Chewacla loam (CkA); Pacolet Sandy clay loam (PcC2);
Pacolet sand loam PaD ; Wehadkee loam WhA
Reference site ID Upstream 1; Upper Big Warrior Creek; Basin Creek
USGS HUC for Project and
Reference 03040101 (All project and reference reaches)
NCDWQ Sub-basin for Project and
Reference 03-07-01 (All project and reference reaches)

NCDWQ classification for Project Project Reaches & Upstream 1

Reference

12-31-1-8-(2)
and Reference Upper Warrior Creek 12-29-1(2)
Basin Creek 12-46-2-2
Any portion of any project segment
303d listed? No
Any portion of any project segment
upstream of a 303d listed segment? N/A
Reasons for 303d listing or stressor N/A
% of project easement fenced 100%
Purlear Creek Phase H
EEP Project # 010559701
Final
NC State University
Summer 2007 - MY02
16
16

Figure 1. Project Location
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RENDEZVOUS MTIV`--, I ti
STATE PARK 1559. : red' _ 1
1348
1348
1350 5 1347
1300 w fit, 1413
N- ,
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} 1317 1349 `• - - ~ -~ - I, -10
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w- 1352
1300 a $ Purleor~_ Millers - _
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1304
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- 1438
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hpmpign ' _"I it ti 1 F IL 4?h-15 1 - v*r, ,
Wilkesboro
421
I
SCALE
1 0 1 2 3 4 hVLES
- H ._... .._ 77? _. __. .
Directions from Hwy. 421 in Wilkesboro:
From Wilkesboro on Hwy. 421, turn right onto NC-16. Follow NC-16 for 3.5
miles to the Miller's Creek intersection. Turn left onto Old Hwy. 421 (SR-
1304) and follow for 2.6 miles. Turn right onto Purlear Road (SR-1346) and
follow for 0.8 miles. You will come to a stop sign at a church, turn left to
stay on Purlear Road (also called New Hope Road). Follow Purlear Road
for 0.6 miles until the intersection with Vannoy Maxwell Road. Project
begins at this intersection and continues through the intersection with CC
Hayes Road (SR- 1349).
Contact the EEP Project Manager for access and landowner
notification instructions. Access is not permitted to this site without
prior approval.
Figure 2: Proiect Setting Man

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Wilkes County, North Carolina
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0 III. Proiect Condition and Monitoring Results
A. Vegetation Assessment
Eight vegetation monitoring plots in the riparian buffer of the Purlear Phase II project were surveyed.
All the plots had been previously established and sampled after construction in early 2006. Plot
numbering is consistent with numbering from the Vegetation Baseline Data post-construction
monitoring report.
Vegetation suffered from the drought in 2007. Within the wetland tracts, much of the wetland
herbaceous vegetation was replaced by species common to dryer areas. There was 28% mortality of
planted stems in plots between the 2006 and 2007 sampling. This follows the 39% mortality of
planted stems in plots recorded in 2006. Estimated surviving planted stem density extrapolated from
the eight sampling plots is now 624 stems per acre. A few stems within plots had been cut, but this
was not a systematic problem throughout the buffer. There were no other encroachment problems
observed. The primary cause of low vigor and survival appears to be the unusual drought.
No vegetative problem areas were observed. Vegetation data is presented in Appendix A of this
report.
B. Stream Assessment
• The stream channel is in a stable condition, with only localized problem areas identified in this
survey.
Hydrologic Assessment
Continuous stage recorders were installed at various locations along the channel in the winter of 2005
for a graduate student research project. Table V lists the number of events equal to or greater then
bankfull. The graduate research project ended in fall 2006 and no bankfull events were recorded or
inferred in 2007.
Table V. Verification of Bankfull Events
Purlear Creek Phase II / Project ID 010559701
Date of Data
Collection Date of
Occurrence
Method
Photo #
Monthly 6/28/2006 On-site transducer/data logger NA
Monthly 7/31/2006 On-site transducer/data logger NA

Bank Stability Assessment - Monitoring Year 05
Table VI. BEHI and Sediment Export Estimates shall be included in the monitoring year 5 report.
•
Purlear Creek Phase II Final NC State University
EEP Project # 010559701 10 Summer 2007 - MY02
•
Project Problem Area
The problem area Table B1, plan sheet and photographs can be found in Appendix B. Two problem
areas were identified in the 2006 monitoring report in Reach 1. Problem area 1 appeared to stabilize
in 2007. Problem area 2 was less of an issue in 2007 due to the drought conditions. Both areas shall
continue to be monitored. An additional problem area was identified on Reach 1 in 2007. Problem
area 3 consists of a beaver dam on Reach 1, which is backing up water and obstructing flow. It is
recommended that the beaver dam be removed so the stream can flow as intended.
No problems areas have been identified in Reach 4
Stream Visual Assessment
Table VII lists the results of a visual assessment conducted over each study reach. The data used to
calculate the percentages listed in this table are found in Table B2 in Appendix B.
is
0
Table VII. Categorical Stream Feature Visual Stability Assessment
Purlear Creek Phase II / Project ID 010559701
Reach 1 (1140 Feet)
Feature Initial MY-01 MY-02 MY-03 MY-04 MY-05
A. Riffles 100% 69% 69% -- --
B. Pools 100% 92% 92% -- --
C. Thalweg 80% 80% 100% -- --
D. Meanders 100% 92% 100% -- --
E. Bed General 100% 90% 100% -- --
F. Bank Condition -- -- 100%
G. Vanes / J Hooks etc. 100% 100% 100% -- --
H. Wads and Boulders 100% 100% 100% -- -- --
Reach 4 (14 80 Feet)
Feature Initial MY-01 MY-02 MY-03 MY-04 MY-05
A. Riffles 100% 75% 85% -- --
B. Pools 100% 97% 97% -- --
C. Thalweg 100% 100% 100% -- --
D. Meanders 100% 100% 100% -- --
E. Bed General 100% 83% 100% -- --
F. Bank Condition -- -- 100%
G. Vanes / J Hooks etc. 98% 100% 100% -- --
H. Wads and Boulders -- -- -- -- -- --
Reach I - Main Stem Purlear Creek
The channel profile is similar to the as-built survey condition, with bedform features maintaining
their locations and depths. Channel cross sections showed no significant changes in cross sectional
area. One localized area of bank erosion that existed around station 5+75 in 2006 has stabilized with
vegetation. The typical bed material particle size became slightly coarser in 2007 compared to 2006.
Purlear Creek Phase II
EEP Project # 010559701
Final
11
NC State University
Summer 2007 - MY02
• A visual assessment of this reach showed a total decrease in number of riffles and pools but those that
remain are mostly stable. Meanders are maintaining location and stability throughout the reach. No
structures have failed their purpose in this reach.
Reach 4 - Upper Middle Tributary
The channel profile is similar to the as-built survey condition, with the majority of bedform features
maintaining their locations and depths. Channel cross sections showed no significant changes in
cross sectional area. The channel thalweg is being maintained in the proper location and banks show
no signs of degrading.
The typical bed material particle size became slightly coarser in 2007 compared to 2006. Channel
pattern is similar to as-built conditions. Dense vegetation is establishing along the channel banks.
This vegetation is providing an excellent root mass to stabilize the banks. There are no areas of
visible meander migrations throughout this reach. No erosion areas were observed along this reach.
Quantitative Measures Summary Tables
The tables below present all of the quantitative summary data from the survey cross-sectional
surveys, longitudinal surveys, and pebble counts. The associated raw data and plots are located in
Appendix B of this report.
•
U
Purlear Creek Phase II Final NC State University
EEP Project # 010559701 12 Summer 2007 - MY02
•
E
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C. Wetland Assessment
See Table X below for a performance summary of the wetlands adjacent to Reach 4. For well RDS-
Wla, the groundwater level was within 12-inches of the ground surface for all but three days during
the measurement period. See Appendix C for the water level measurement data. The water level
indicator for RDS-W2a is malfunctioning and must be either calibrated or replaced.
Table X. Wetland Criteria Attainment
Purlear Creek Phase II / Project ID 010559701
Vegetation
Tract Well ID Well Hydrology Tract Mean Vegetation Plot Survival Tract Mean
Threshold Met? ID Threshold Met?
RDS-Wla Y * V1 Y
W2 100%
RDS-W2a * V6 Y
*Note: New monitoring wells were installed on August 2, 2007. Water level data was downloaded on November 14, 2007.
The water level indicator for RDS-W2 was malfunctioning and needs to be calibrated or replaced.
•
E
Purlear Creek Phase II
EEP Project # 010559701
Final
17
NC State University
Summer 2007 - MY02
• VI. Methodology Section
Monitoring methods used are based on US Army Corps of Engineering and NC Division of Water
Quality Guides as referenced below.
The taxonomic standard for vegetation used in this report was based on "Flora of the Carolinas, Virginia,
Georgia, and Surrounding Areas", by Alan S. Weakley. The vegetation monitoring protocol used for
collecting vegetation data was the CVS-EEP Protocol for Recording Vegetation Version 4.0 (Lee et al.
2006).
References:
Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2006. CYS-EEP Protocol for
Recording Vegetation, Version 4.0 (http://cvs.bio.unc.edu/methods.htm)
Rosgen, D L. (1996) Applied River Morphology. Wildland Hydrology Books, Pagosa Springs, CO.
USACOE (2003) Stream Mitigation Guidelines. USACOE, USEPA, NCWRC, NCDENR-DWQ
Weakley, Alan S., Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas
r?
U
•
Purlear Creek Phase II Final NC State University
EEP Project # 010559701 18 Summer 2007 - MY02
0 APPENDIX A
1. Vegetation Data Tables
Table 1. Vegetation Metadata
Table 2. Vegetation Vigor by Species
Table 3. Vegetation Damage by Species
Table 4. Vegetation Damage by Plot
Table 5. Stem Count by Plot and Species
Table 6. Vegetation Problem Area Tables
Table 10. Vigor
Table 11. Damage
2. Vegetation Problem Area Photos - No problem
areas observed
3. Vegetation Monitoring Plot Photos
Notes:
- No separate plan view was established for vegetation conditions. See
monitoring plan view for this information.
- No vegetation problems areas have been identified on this project.
Therefore, those sections have been omitted from the appendix.
0
Table 1. Vegetation Metadata
•
•
Report Prepared B Nathan Buchanan
Date Prepared 10/29/2007 17:09

database name CVS_EEP_En Tool_v220.mdb

database location \\atlantic\group\Nathan B\Purlear\EEP CVS DATA
Ent
computer name WOLFPREPI

DESCRIPTION OF WORKSHEETS IN THIS
DOCUMENT------------

Metadata This worksheet, which is a summary of the project
and the project data.

Pro', planted Each project is listed with its PLANTED stems, for
each year. This excludes live stakes and lists stems
per acre.

ro', total stems Each project is listed with its TOTAL stems, for
each year. This includes live stakes, all planted
stems, and all natural/volunteer stems. Listed in
stems per acre.
Plots List of lots surveyed.
Vigor Frequency distribution of vigor classes.

Vigor bS Frequency distribution of vigor classes listed by
species.

Damage List of most frequent damage classes with number
of occurrences and percent of total stems impacted
b each.
Damage b S Damage values tallied b e for each species.
Damage b Plot Damage values tallied b e for each lot.

ALL Stems b Plot ands Count of total living stems of each species (planted
and natural volunteers combined) for each plot;
dead and missing stems are excluded.

PROJECT SUMMARY --------------------------- ---------
Pro'ect Code Pur12
project Name Purlear 2
Description downstream 3000 feet
River Basin
Len th(ft)
Stream-to-edge width ft
areas r
Required Plots (calculated)
Sampled Plots 8
r?
Table 2. Vegetation Vigor by Species
•
•
TOT:
Species 4 3 2 1 0 Missing Unknown
Asimina triloba 2 2 1
Ce halanthus occidentalis 1 1 1
Cornus amomum 4 16 4 4 1
Dios ros vir iniana 2 4 1 1 4
Ju lans ni ra 1
Morus alba 1 3 1 1 1
uercus michauxii 7 6 1 2
uercus hellos 6 1 2 1 1
Salix ni ra 1
Morus rubra 1
Cornus s pp. 5 2
Cercis canadensis 2 2
uercus s. 8 4 1 2 5
Liriodendron tuli i era 1
Platanus occidentalis 1 5 1 7
Po ulus deltoides 1
Unknown 1 4 4 15 5 2
17 1 36 49 18 27 29 4
r ?
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6
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r N ? M N N

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N
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ry •--? M V'? ? ?
H
y N M Vl 00 M --? Vl Vl V1 W) W,
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y
y N M N

CE
w --? N M --? M M --? .--? N --? N d' d' rt ?O
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uol?--
Table 6. Vegetation Problem Areas
• No Problem Areas Observed.
Table 10. Vigor
•
vigor Count Percent
0 27 16.5
1 18 11
2 49 29.9
3 36 22
4 1 0.6
Missing 29 17.7
Unknown 4 2.4
Table 11. Damage

Damage
Count Percent Of
Stems
Site Too D 53 32.3
no damage) 36 22
Deer 34 20.7
Insects 16 9.8
Diseased 9 5.5
Unknown 6 3.7
Cut 6 3.7
Rodents 3 1.8
Human
Trampled
1
0.6
0
•
Vegetation Monitoring Plot Photos
0
0
•
•
L_J

Purlear 2
C? ?: ? •uW?f s'4 tg6A 19?? i?.SrSN b;,?bt;."?Syr , ?tf ti
vF ? d' ? ??'rM
Plot 1, 13-Sep-07

AA,
e d p '1. gp
E r ?S3 ? 4 ?,R9e ?? ?,'?• Rey ?i7 z7' ?
3 ? r
,r? ? n t - sir
z Y, a r4i? R tE, r
17
Plot 2, 13-Sep-07
Purlear 2
•
?J
•
Plot 3, 13-Sep-07

Plot 4, 13-Sep-07
•
U
•
Purlear 2
Plot 5, 13-Sep-07
Plot 6, 13-Sep-07
•
E
•

I
Purlear 2
_"
?h
f` k
,l)7
4 e{ c , ..?:a
tT y ?
r ?
r
r ; 4t ?

Plot 7, 14-Sep-07

?w
Plot 8, 14-Sep-07
0 APPENDIX B
Morphology Raw Data
1. Current Condition Plan View
2. Stream Problem Area Table
3. Stream Problem Area Photos/Project Photo Log
4. Visual Morphological Stability Assessment Tables
5. Cross section and Pebble Count Plots and Raw Data
Tables
6. Longitudinal Plots and Raw Data Tables
7. Feature Slope and Length Calculations
8. Channel Pattern Measurements
0
0
•
•
Table B1. Stream Problem Areas
Purlear Creek Phase II / Project ID 010559701
Feature Issue Reach Station numbers Description Suspected Cause Photo number
Piping through 1 9+75 Nutrient laden water piping through buffer Wet Seep and heavy cattle usage PA02
Buffer _ -- --

Beaver dam 1 7+69 Beaver dam backing up water and impeding
flow Beaver actitvity PA03

0
•
2007 Purlear Phase II
Problem Area Photo Log -Reach 1
r:

Oct. 5 2006 Oct. 18 2007

y :
r y
?; ?dR? der»"r.?'
{ J
t s,
r ?
t. Y #r.} t ^? ,Ytkr P ? 3 ,tn.. •l??4 .F,? ?+?'*"`NA
"s??r?C A ?fk r s ) C?

6
eyry r N .. m.
n? s e.

?.yy .. q
x war. rz

PA2. Reach 1- Station 9+80 - Concentrated flow into
and through the buffer (2006). (top photo - gully through
buffer. Bottom photo - seep from field) No flow observed
in 2007 due to drought conditions.
0
•
•
Oct. 18 2007
PA3. Reach 1- Station 7+69 - Beaver dam
C7
? 2007 Purlear Phase II
Photo Log -Reach 1
Oct. 5 2006
? 0
I IN

y 5 Y §f.

"? 4n. -?Atl? Y

Oct. 1s 2007
y y
L y y.:
Y ?k¢ tau

IRV,

P1. Reach 1- Start and X7 looking upstream
i

Y p

F '4v?S?

pi 4..

E i ATP'
? ??? ?whA.k

* ' a

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? is
•
? 0

Oct. 5 2006
Y

i

Y
Y

4
R,

P3. Reach 1 -

1, ill'r

s9
ffwr ?
` ? ? ? h .
? ? Y f
' .'sE ? .r

Oct. 18 2007
f K
r
ooking upstream
.
P4. Reach 1- X8 looking downstream

r
?. s:
t ' ~

i
1 s t:

P5. Reach 1- X9 looking upstream

Oct. 5 2006

? ?,
?i" hp1M?J? 4 CCC
0

P6. Reach 1- X9 looking downstream
16
Oct. 18 2007

+Y 1?'
µ Y i" 1
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« t
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ll yy,?
+
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a
P7. Reach 1- X10 looking upstream
I

P8. Reach 1- X101ooking downstream
• Oct. 5 2006
Oct. 18 2007
l
4 !? a
., 4
M 1
P9. Reach 1- End Project looking upstream
•
P10. Reach 1- End Project looking downstream
0
41 2007 Purlear Phase II
Photo Log -Reach 4
Oct. 5 2006
?Oct. 18 2007
w,
0

i-may a: ,? v 'J Y"?+
3
P11. Reach 4 - Start looking upstream

P12. Reach 1- Start and X7 looking downstream
? 0

Oct. 5 2006

Oct. 18 2007

+ ?> 3rt

J

P13. Reach 4 - X1 looking upstream
? ID
E .. -1-- 411
+ "'tel. .hl? `g A t„
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w
a • ? tF x
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P14. Reach 4 - X1 looking downstream
T?Yy?

%
.
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T
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tw
f
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•

w e?
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i tt
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P15. Reach 4 - X2 looking upstream
0

Oct. 18 2007

P16. Reach 4 - X2 looking downstream

r
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i;
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X
r_ OW ,p
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P17. Reach 4 - X3 looking upstream
4f •.?? d'° ; z??
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P18. Reach 4 - X3 looking downstream
? 40
Oct. 5 2006
•

s RYA.
5 i ,ly. t
1
y, y4(

P20. Reach 4 - X4 loc
} 1 k c;
04 401
16
Oct. 5 2006
w
Air
t
._, $ E4-t ZJ1C'li{F'?•t°?16.if??f'+$ ;v 7 t. '"?i???'l.?e
15 LUU'/
Ak,
s
lt} G s"? *.1nE
? ???, 7T f ?(? r f ? Y? off, ? 4?'. • ?? ,? "?
P19. Reach 4 - X4 looking upstream
I P t?. ? I/ ? ? d
?' y`?,,, r '4 ' ,+?? ?' fit,,, •...? e,,,. ? ?1 ?C±• 4?,? ????? ??i31,,:
?t
?king downstream
P21. Reach 4 - X5 looking upstream
40
n
?J

Oct. 18 2007
a
}
f A ? ? aY ? ?i??V
P22. Reach 4 - X5 looking downstream
r+• ?S ter"f "`-«,
t ;
y
P23. Reach 4 - X6 looking upstream
+rW vl-
P24. Reach 4 - X6 looking downstream
n
Oct. 5 2006
? 0
I•
Oct. 5 2006

v
v

i

P25. Reach 4 - Br.

A411 N
?4. X
3 .k u
B
P26. Reach 4 - Bridge looking downstream

44
o
'11,
t
y
,
Y
.

P27. Reach 4 - End of reach looking upstream
Oct. 18 2007
10,
4f„
± I *, ?tig
idge looking upstream
ET.W
if. _ r M .' _ ..
151
TIM v
?7 L
? ry
T
t. a 1? i
x
S

?
1
r
t ?
v
?? F
? x
ijjpp
'
?t,
41

?: '• " s ? '}+.n a :?ask,

Oct. 5 2006

t

' ^iA l 'p 7 ? 1 1 ? i
k 4
?
?

4 M
M gh4
'
f
!_
1
(
Oct. 18 2007
;,? f t
.1 f N ,?L?ya?1 r 1 +" ,.t
A ? ? s
t 9
'?. .rl??- ? ? t tar
y { ? .y k? t .. ? 4
}4 WKI?. 0 y 6 . «r
?p u
P28. Reach 4 - End of reach looking downstream
r1
LJ
0
•
•
•
Table B2. Visual Morphological Stability Assessment
Purlear Creek Phase II / Project ID 010559701
Reach 1 (1140 Feet)

Feature Category
Metric (per As-built and reference baselines) (# Stable)
Number
Performing as
Intended
Total number
per As-built
Total Number/feet
in unstable state
% Perform in Stable
Condition
Feature Perform
Mean or Total
1 Present? 9 13 NA 69%
2 Armor stable (e.g. no displacement)? 9 13 NA 69%
A. Riffles 3 Facet grade appears stable? 9 13 NA 69% 69%
4 Minimal evidence of embedding/fining? 9 13 NA 69%
5 Length appropriate? 9 13 NA 69%

1 Present? (e.g not subject to severe aggrad. or migrat.?) 11 12 NA 92%
B. Pools 2 Sufficiently deep (Max Pool D:Meau Bkf>1.6?) 11 12 NA 92% 92%
3 Length appropriate? 11 12 NA 92%

h
l 1 Upstream of meander bead (run/inflection) centering? 5 5 NA 100% o
00/
C. T
a
weg
2
Downstream of meander (glide/inflection) centering? .
5
5
NA
100% o

1 Outer bend in state of limited/controlled erosion? 4 4 NA 100%
2 Of those eroding, # w/concomitant point bar formation? -- -- NA 100o
?
D. Meanders
3
Apparent Rc within spec?
4
4
NA
100% o
4 Sufficient floodplain access and relief? 4 4 NA 100%

E
B
d G
l 1 General channel bed a radation areas (bar formation NA NA 7/0 100% o
100?
.
e
enera 2 Channel bed degradation -areas of increasing down-cutting or head cutting? NA NA 0/0 100% o

F. Bank 1 Actively eroding, wasting, or slumping bank NA NA 0/0 100% 100%

1 Free of back or arm scour? 3 3 NA 100%

G
V 2 Height appropriate? 3 3 NA 100%
100%
anes
. 3 Angle and geometry appear appropriate? 3 3 NA !00%
4 Free of piping or other structural failures? 3 3 NA 100%

H
W
d
/ B
ld 1 Free of scour? 1 1 NA 100%
100%
.
a
s
ou
ers 2 Foo[ingstable? 1 1 NA 100 %
Reach 4 (1480 Feet)

Feature Category
Metric (per As-built and reference baselines) (# Stable)
Number
Performing as
Intended
Total number
per As-built
Total Number/feet
in unstable state
Total Number/ feet
in unstable state
Feature Perform
Mean or Total
1 Present? 31 35 NA 89%
2 Armor stable (e.. no displacement)? 31 35 NA 89%
A. Riffles 3 _
Facet grade appears stable? 31 35 NA 89% 85%
4 Minimal evidence of embeddia fnin ? 28 35 NA 80%
5
F Length appropriate? 28 35 NA 80%

1 Present? (e. not subject to severe a rad. or mi rat.?) 33 34 NA 97%
B. Pools 2 SufTicientl deep (Max Pool D:Mean Bkf>1.6?) 33 34 NA 97% 97%
3 [Length appropriate? 33 34 NA 97%

Thal
C 1 U stream of meander bend (ruornflection centering? 27 27 NA 100% 100%
weg
. 2 Downstream of meander ( ide/inflectioo centering? 27 27 NA 100%

1 Outer bend in state of limited/controlled erosion? 27 27 NA 100%
D
M
d 2 Of (hose eroding, # w/concomitant point bar formation? -- -- NA 100%
ers
.
ean 3 Apparent Re within spec? 27 27 NA 100%
4 Sufficient flood lain access and relief? 27 27 NA l00%

E
B
l
d G I. General channel beds radation areas (bar formation) NA NA 0/0 100% 100%
.
enera
e 2 Channel bed degradation - areas of Increasing down-cutting or head cutting? NA NA 0/0 100%

F. Bank 1 Actively eroding, wasting, or slumping bank NA NA 0/0 100% 1000/0

1 Free of back or arm scour? 29 29 NA 100%
G
Vanes 2 Height aro riate? 29 29 NA 100% 100%
. 3 Angle and geometry appear appropriate? 29 29 NA 100%
4 Free of piping or other structural failures? 29 29 NA 100%

F
Wads/ Boulders 1 Free of scour? -- --
.
2
Footin stable?
--
-- __
•
¦
As-Built 2006
Adusted Area 7.31 6.7
up 1235.77' Width 17.5 11.1
Purlcar Phase 11
XI Reach4
Riffle
8/6/2007
2005 2006 2007
As-Built Survey MY-01 MY - 02
Station Elevation Notes Station Elevation Notes Station Elevation Notes
117.77 1,331.85 PIN 5.64 1329.16 (FENCE)
117.77 1,331.63 FP 17.23 1328.83 (X1LP)
109.28 1,331.09 FP 17.36 1328.6 (X1)
95.26 1,330.52 FP 23.76 1328.76 (Xt) Wrong cross section surveyed
85.02 1,329.87 FP 31.25 1328.72 (Xt) in the field.
75.69 1,328.96 RB 42.9 1329.13 (X1) No data for 2007
70.35 1,328.43 RB 53.14 1329.08 (Xi)
66.26 1,328.15 RB 59.16 1328.56 (Xi)
65 1,327.95 REW 60.2 1328.49 (X1W)
63.68 1,327.51 SB 60.32 1328.21 (X1)
63.18 1,327.34 SB 62.31 1327.67 (X1)
62.93 1,327.67 SB 62.88 1327.52 (X1)
62.21 1,328.02 LEW 64.47 1327.39 (X1)
61.05 1,328.20 LB 65.19 1327.94 (Xi)
57.02 1,328.68 BKF 66.04 1328.16 (X1)
52.68 1,329.10 FP 68.46 1328.35 (X1)
31.35 1,328.73 FP 68.93 1328.53 (X1W)
17.4 1,328.62 FP 70.21 1328.55 (Xi)
17.23 1,328.85 PINT 74.98 1328.98 (Xi)
82.27 1329.53 (X7)
88.95 1330.03 (Xi)
93.72 1330.48 (Xi)
:ed 101.98 1330.7 (X1)
17.23' 117.2 1331.87 (X1RP)
117.43 1331.64 (X1)
Mean Depth 0.4 0.6
Mint Depth 13 1.3
w/d ratio 41.8 183
FPW 72 72
ER (greater than) 4.1 6.5
Stream Type C C
Reach 4 Riffle Cross-Section #1 - Station 1+20
Purlear Phase II
E
1,332
1,331
Z
m 1,330
w
e 1,329
e
rj 1,328
1 327

Bankfull Elev. (approx.)
0 20 40 60
Distance (feet)
BAs-BuiltSurvev --E-2006
80 100 120
0
•
•
3 Name Purlear Phase II
Section X2 Reach 4
re Pool
8/6/2007
Roberts, Price, Zink
2005 2006 2007
As-Built Survey MY-of MY-02
Station Elevation Notes Station Elevation Notes Station Elevation Notes
100.11 1,330.72 PIN 7.78 1329.25 (X2LP) 7.78 1329.25 XS2LP07
99.88 1,330.56 FP 7.98 1329.04 (X2) 9.05 1328.97 XS2
933 1,330.13 FP 1812 1328.76 (X1) 12.73 1328.8 XS2
812 1,329.56 FP 22.73 1328.92 (X2) 19.36 1328.69 XS2
7176 1,326.91 RS 32.76 1328.75 (X2) 25.81 1328.88 XS2
71.44 1,328.67 RB 40.84 1328.76 (X2) 31.5 1328.86 XS2
69.83 1,327.90 RB 45.94 1328.43 (X2) 38.54 1328.79 XS2
69.31 1,326.80 SB 52.71 1327.85 (X2) 44.09 1328.57 XS2
69.12 1,326 79 SB 60.34 1327.88 (X2) 51.57 1327.83 XS2
68.12 1,32614 SB 62.44 1327.78 (X2) 59.22 1327.93 XS2
67.64 1,326 88 SB 64.16 1327.64 (X2W) 66.44 1326.94 XS2
67.02 1,326.96 LEW 66.24 1327.1 (X2) 67.57 132&93 XS2
65.28 1,327.20 LB 67.14 1326.81 ()(2) 68.61 1327.18 XS2W
63.12 1,327.85 BKF 68.2 1326.88 (X2) 69.73 1326.94 XS2
56.23 1,327.70 LB 69.11 1326.95 (X2) 69.92 1326.95 XS2
46.24 1,328.35 FP 69.35 1327.59 (W) 69.97 1328.28 XS2
31.83 1,328.75 FP 69.38 1327.64 (X2W) 78.86 1329.54 XS2
7.86 1,329.03 FP 69.74 1327.93 (X2) 85.67 1330.02 XS2
7.78 1,329.29 PIN 70.93 1328.69 (X2) 90.6 1330.28 XS2
72.44 1328.88 (X2) 97.94 1330.36 XS2
75-98 1329.11 ()(2) 98.38 1330.19 XS2
80.54 1329.56 ()(2) 99.42 1330.76 XS2RP07
86.94 1330 (X2)
95.87 1330.26 (X2)
99.34 1330.53 (X2)
99.47 1330.74 (X2RP)
S ?+ 3y
r r?` [4tv.;, ? ?
.11.1 tY
?d tiq? i e F.y i, T i x 'Y
, 41
is #t] 4 *1 e`?3? y> ` h.
Photo of Cross-Section #2 -Looking Downstream
AYBuilt 2006 2007
Area 4,9 4.2 5.9
Width 6.2 9.4 10.8
Mean Depth 0.8 0.4 0.6
Max Depth 1.1 1.0 0.9

Reach 4 Pool Cross Section #2 - Station 1+60
Purlear Phase II

1,331-
--
1,330

s. Bankfull Elev. (approx.)
1,329 -- -
c 1,328
r;
a
d
W
1,327 -- - - -

1,326
0 10 20 30 40 50 60 70 80 90 100
Distance (feet)
tAs-Built Survey 1-2006 -'x-2007
0
•
Project Name
Cross Section
Feature
Date
Crew Purlear Phase 11
X3 Reach 4
Riffle
8/6/2007
Roberts, Price, Zink
2005 2006 2007
As-Built Survey MY-01 my- 02
Station Elevation Notes Station Elevation Notes Station Elevation Notes
91.67 1,323.51 PIN 15.76 1322.23 (X3LP) 15.76 1322.1 XS3LP07
91.18 1,323.06 FP 16.1 1322.08 (X3) 29.41 1321.84 XS3
77.99 1,322.45 FP 19.34 1321.63 (X3) 45.06 1321.95 XS3
63.63 1,322.15 FP 27.75 1321.94 (X3) 47.42 1321.68 XS3
55.9 1,321.72 RB 34.36 1321.99 (X3) 48.28 1320.36 XS3
53.13 1,321.52 BKF 38.43 1321.9 (X3) 49.84 1320.58 XS3
52.12 1,321.46 RB 45.03 1321.99 (X3) 50.95 1321.1 XS3W
51.27 1,321.06 REW 46.65 1321.95 (X3) 52.31 1321.49 XS3
51.19 1,320.98 SB 47.79 1321.36 (X3) 54.73 1321.89 XS3
50.61 1,320.84 SB 48.68 1320.5 (X3) 58.65 1321.96 XS3
50 1,320.48 SB 49.75 1320.3 (X3) 61.92 1322.18 XS3
49.3 1,320.26 SB 51.01 1320.44 (X3) 67.72 1322.16 XS3
48.67 1,320.24 SB 51.33 1321.31 (X3W) 74.34 1322.28 XS3
48.13 1,320.75 SB 52.02 1321.58 (X3) 80.09 1322.56 XS3
48.1 1,321.09 LEW 53.06 1321.63 (X3) 85.99 1322.86 XS3
47.8 1,321.58 LB 54.49 1321.76 (X3) 90.85 1323.37 XS3RP07
47.03 1,321.69 LB 57.36 1321.84 (X3)
44.63 1,321.74 BKF 62.5 1322.32 (X3)
42.38 1,321.75 FP 74.83 1322.38 (X3)
15.91 1,322.05 FP 79.14 1322.51 (X3)
15.76 1,322.29 PIN 90.72 1323.07 (X3)
90.85 1323.43 (X3RP)
101.55 1323.98 (FENCE)

As-Built 2006 2007
Area 4.93 4.8 4.3
Width 10.3 7.8 7.3
Mean Depth 0.5 0.6 0.6
Max Depth 1.5 1.4 1.4
w/d ratio 21.5 12.9 12.3
FPW 72 72 72
ER (greater than) 7.0 9.2 9.9
Stream'Cype C C C
Reach 4 Riffle Cross Section #3 - Station 4+63
Purlear Phase II
is
1,324
1,323
B
ro
v 1,322
0
1,321
W
Bankfull Elev. (approx.)
1,320 1 1 1 r
10 20 30 40 50 60 70 80
Distance (feet)
?-As-Built Survey -(-2006 - 2007
90 100
0
Cross Section
Feature
Date
Crew X4 Reach 4
Pool
8/6/2007
Roberts, Price,

ink
2005 2006 2007
As-Built Survey MY-01 MY-02
Station Elevation Notes station Elevation Notes Station Elevation Notes
86.06 1,319.58 PIN 16.74 1317.58 (X94LP) 16.74 1317.54 XS4LP07
85.66 1,319.38 FP 17.07 1317.4 (XS4) 17.59 1317.2 XS4
65.6 1,318.58 RB 19.98 1317.37 (XS4) 23.92 1317.08 XS4
51.23 1,317.95 RB 25.97 1317.14 (XS4) 27.86 1317.13 XS4
42.27 1,317.21 RB 27.77 1317.12 (XS4) 31.51 1316.45 XS4
39.8 1,316.73 RB 30.99 1316.51 (XS4) 32 1316.31 XS4
38.93 1,316.45 R8 31.88 1316.41 (XS4W) 32.79 1315.99 XS4
38.54 1,316.00 REW 32.4 1316.41 (W) 33.23 1315.96 XS4
38.45 1,315.38 SB 32.82 1316.12 (XS4) 33.32 1315.96 XS4W
37.98 1,315.07 SB 34.12 1315.16 (XS4) 33.58 1315.38 XS4
36.93 1,314.71 SB 36.17 1314.62 (XS4) 33.78 1315.19 XS4
35.98 1,314.79 SB 37.87 1314.43 (XS4) 35.01 1314.92 XS4
35.23 1,315.06 SB 38.47 1315.52 (XS4) 36.01 1314.62 XS4
34.06 1,315.36 SB 39.11 1316.47 (XS4W) 36.61 1314.35 XS4
32.92 1,316.00 LEW 39.16 1316.43 (W) 37.35 1314.54 XS4
32.45 1,316.30 LB 39.72 1316.59 (XS4) 38.56 1315.98 XS4W
30.05 1,316.95 BKF 41.42 1316.83 (XS4) 40.29 1316.64 XS4
26.53 1,317.38 FP 44.62 1317.11 (XS4) 42.32 1317.03 XS4
1614 1,317.86 PIN 50.85 1317.54 (XS4) 45.01 1317.13 XS4
60.8 1318.2 (XS4) 47.82 1317.36 XS4
78.19 1318.53 (XS4) 49.29 1317.58 XS4
85.18 1319.1 (XS4) 52.83 1317.85 XS4
8521 1319.35 (X4RP) 57.51 1318.12 XS4
62.01 1318.21 XS4
69.14 1318.53 XS4
75.72 1318.5 XS4
80.75 1318.87 XS4
85.1 1319.34 XS4RP07
0
14'
As-Built 2006 2007
Area 12.1 14.2 13.3
Width 11.3 13.7 10.3
Mean Depth 1.1 1.0 1.3
Max Depth 12 2.5 2.6
Reach 4 Pool Cross Section #4 - Station 7+60
Purlear Phase II
•
1,320
Bankfull Elev. (approx.)
l0 20 30 40 50
Distance (feet)
--*-As-Built Survev -f-2006 -*--2007
1,319
1,318
a
v 1,317
w
C
O
1,316
w
1,315
1,314
60 70 80 90
0

Cross Section X5 Reach 4
Feature Riffle
Date 8/6/2007
Crew Roberts, Price, Zink
2005 2006 2007
As Built Survey My- 01 My_ 02
Station Elevation N otes Station Elevation Notes Station Elevation Notes
110.02 1,316.20 pin 10.83 1313.57 (X5LP) 10.83 1313.46 XS5LP07
102.75 1,315.64 fp 10.91 1313.27 (X5) 11.63 1313.28 XS5
92.16 1,314.95 fp 17.77 131126 (X5) 20.79 1313.12 XS5
81.44 1,314.59 fp 23.07 1312.94 (X5) 33.37 1313.31 XS5
74.22 1,314.33 fp 30.97 1313.18 (X5) 38.89 1313.02 XS5
66.38 1,313.72 fp 34.95 131126 (X5) 41.33 1312.34 XS5
61.91 1,313.55 fp 37.93 1313.13 (X5) 42.53 1312.17 XS5W
59.1 1,313.40 fp 39.65 1313.01 (X5) 42.7 1311.89 XS5
55.78 1,313.32 fp 40.54 1312.53 (X5W) 43.49 1311.61 XS5
53.39 1,31103 bank 42.01 1312.21 (X5) 44.58 1311.45 XS5
51.29 1,312.71 bkf 43.08 1311.63 (X5) 45.09 1311.34 XS5
48.64 1,312.32 bank 44.24 1311.2 (X5) 45.93 1311.49 XS5
47.5 1,312.04 raw 45.97 1311.49 (X5) 47.07 1311.58 XS5
46.58 1,311.78 sb 47.65 1311.95 (X5) 47.2 1311.7 XS5
44.05 1,311.73 sb 49.4 1312.38 (X5) 47.56 1312.19 XS5W
42.73 1,311.96 lew 50.24 1312.33 (X5) 50.13 1312.51 XS5
41.16 1,312.48 bkf 50.45 1312.59 (W) 52.53 1312.68 XS5
39.69 1,31109 fp 50.6 1312.53 (X5W) 54.53 1313.18 XS5
38.51 1,31120 fp 51.5 1312.58 (X5) 58.42 1313.22 XS5
34.85 1,313.37 fp 53.37 1313.06 (X5) 62.83 131145 XS5
30.28 1,313.31 fp 59.63 1313.24 (X5) 68.06 1313.91 XS5
2538 1,313.05 fp 77.84 1314.23 (X5) 75.46 1314.38 XS5
17 1,313.36 fp 92.2 1314.89 (X5) 80.78 1314.41 XS5
10.83 1,313.67 pin 106.85 1315.43 (X5) 86.72 1314.67 XS5
107.92 1315.74 (XS) 86.84 1314.7 XS5
109.86 1315.83 (XS) 92.79 1315.05 XS5
110.1 1316.05 (X5RP) 97.55 1315.33 XS5
103.86 1315.54 XS5
110.01 1316.06 XS5RP07

As-Built 2006 2007
Area 5.1 7.0 6.2
Width 10.1 9.9 8.8
Mean Depth 0.5 0.7 0.7
Max Depth 0.9 1.4 1.3
w/d ratio 20.0 14.0 12.5
FPW 46 46 46
ER (greater than) 4.5 4.6 5.2
Stream Type C C C

1,317
1,316
a 1,315
L
N
1,314
0
1,313
w 1,312
1,311
Reach 4 Riffle Cross Section #5 - Station 10+75
Purlear Phase II

Bankfull Elev. (appro..)
10 20 30 40 50 60 70
Distance (feet)
t:As-Built Survey -i•-2006 ""x'2007
80 90 t00 1t0
? 0
Cross Section X6 Reach 4
Feature Pool
Date 8/6/2007 `?[r
Crew Roberts, Price, Zink ... ?^ d .
• 2005 2006 2007
As-Built Survey MY-01 MY-02
Station Elevation Notes Station Elevation Notes Station Elevation Notes
81.7 1,317.03 pin 8.38 1312.56 (X6LP) 8.38 1312.58 XS6LP07 k+"
81.4 1,316.76 Ilr 8.66 1312.34 (X6) 9.1 1312.23 XS6 ,..'
75.58 1,315.65 Itr 19.08 1312.32 (X6) 16.76 1312.26 XS6
^
72.33 1,315.15 Itr 24.98 1311.9 (X6) 24.8 1311.86 XS6
69.35 1,314.59 Itr 28.31 1312.42 (VP) 31.31 1312.17 XS6
66.62 1,313.85 Itr 32.95 1312.31 (X6) 34.29 1311.78 XS6
63.33 1,313.45 fp 34.6 1311.98 (X6) 35.56 1311.37 XS6 -
60.21 1
312.96 fp 35.25 1311.73 (X6W) 36.38 1311.21 XS6W
.
a #
54.73 ,
1,312.81 f 36.27 1311.08 X6 36.47 1310.62 XS6 I
49.3 1,312.59 fp 37 1310.38 (X6) 37.11 1310.23 XS6 v,i l1 r V?
44.76 1,312.46 fp 38.41 1310.63 (X6) 37.62 1310.34 XS6 l
c tiy±
42.6 1,312.18 bkf 38.95 1310.63 (X6) 38.89 1310.83 XS6
40.3 1,311.31 now 40.57 1310.93 (X6) 39.78 1310.89 XS6
39.48 1,311.24 sb 40.98 1311.56 (X6) 39.94 1311.14 XS6W
38.18 1,310.79 sb 41.22 1311.66 (X6W) 40.79 1311.54 XS6
35.85 1,311.34 lew 41.51 1311.73 (W) 42.22 1312.02 XS6
3424 1,312.03 bkf 4222 1311.86 (X6) 44.77 1312.3 XS6
32.85 1,312.43 fp 42.62 1312.12 (X6) 47.77 1312.42 XS6
29.48 1,312.32 fp 44.48 1312.48 (X6) 50.04 1312.57 XS6
25.86 1,312.11 fp 51.78 1312.55 (X6) 52.96 1312.59 XS6
20.04 1,31231 fp 61.93 1313.13 (X6) 56.14 1312.75 XS6
14.4 1,312.43 fp 65.97 1313.54 (X6) 56.25 1312.75 XS6 Photo of Cross-Section N6 - Looldog Downstream
8.38 1,312.74 pin 72 1315.14 (X6) 56.25 1312.73 XS6
81.56 1316.69 (X6) 59.75 1312.87 XS6
81.72 1316.85 (X6RP) 59.96 1312.96 XS6
63.53 1313.39 XS6 As-Built 2006 2007
66.39 1313.6 XS6 Area 6.1 7.9 8.2
66.41 1313.6 XS6 Width 8.4 8.0 10.9
66.55 1313.55 XS6 Mean Depth 0.7 1.0 0.8
68.28 1314.24 XS6 Max Depth 13 1.7 1.9
70.95 1314.74 XS6
73.14 1315.26 XS6
76.31 1315.65 XS6
80.24 1316.55 XS6
81.85 1316.88 XS6RP07
Reach 4 Pool Cross Section #6 - Station 11+45
Purlear Phase II
l?
u
1,317
1,316
Bankfull Elev. (approx.)
tie -_
0 10 20 30 40 50 60
Distance (feet)
t-As-Built Survey (2006 -2007
Z 1,315
L
1,314
a
u 1,313
e
1,312
w 1,311
1,310
1 309
70 80 90
E
Cross Section
Feature
Dale
C. X7 Reach 1
Riffle
816/2007
Roberts, Price, Zink
• 2005 2006 2007
As-Built Survey MY-01 MY - 02
Station Elevation Notes Station Elevation Notes Station Elevation Notes
4.14 1,296.68 PIN 4.14 1296.95 (xs7lp) 4.14 1296.87 XS7LP07
10.94 1,296.08 FP 4.35 1296.75 (XS7) 5.59 1296.68 XS7
14.68 1,296.00 BKF 4.41 1296.68 (XS7) 12.56 1296.1 XS7
17.92 1,295.53 LB 4.44 1296.81 (xs7lp) 17.89 1295.67 XS7
19.92 1,294.67 LEW 4.47 1296.68 (xs7) 19.88 1294.86 XS7
20.73 1,294.26 SB 16.35 1295.94 (xs7) 20.22 1294.69 XS7W
21.43 1,294.15 SB 19.81 1294.83 (xs7w) 20.75 1294.19 XS7
22.51 1,294.14 SB 20.84 1294.55 (xs7) 22.18 1294.2 XS7
25.25 1,294.52 SB 21.6 1294.27 (xs7) 24.17 1294.56 XS7
27.08 1,294.55 REW 22.66 1294.2 (xs7) 26.01 1294.64 XS7
29.64 1,294.55 BAR 24.19 1294.4 (xs7) 26.33 1294.72 XS7W
30.81 1,294.45 REW 25.22 1294.56 (xs7) 28.93 1294.8 XS7
31.63 1,294.83 RB 26.4 1294.79 (xs7) 31.51 1294.97 XS7
33.31 1,295.29 RB 29.1 1294.72 (xs7) 32.17 1294.99 XS7
36.13 1,295.95 BKF 30.53 1294.85 (xs7) 33.86 1295.54 XS7
39.53 1,29627 TOB 31.14 1294.78 (xs7) 34.82 1295.87 XS7
46.18 1,296.88 FP 31.78 1294.84 (xs7w) 36.67 1296.25 XS7
53.26 1,297.07 FP 33.61 1295.28 (xs7) 39.33 1296.5 XS7
5135 1,297.16 FP 36.1 1295.85 (xs7) 41.6 1296.65 XS7
102.6 1,296.75 PIN 36.76 1295.94 (xs7) 44.18 1296.9 XS7
46.41 1296.86 (xs7) 47.37 1296.99 XS7
52.03 1296.91 (xs7) 49.42 1296.97 XS7
53.48 1297.14 (xs7rp) 51.69 1297.19 X57
53.61 1297.16 (XS7) 53.05 1297.23 XS7RP07
a.
P?1r1??aps ? . , S
As-Built 2006 2007
Area 49.9 50.7 46.9
Width 35.2 42.3 40.0
Mean Depth L4 1.2 1.2
Max Depth 2.7 17 2.7
w/d ratio 24.9 35.2 341
FPW 100 100 100
ER (greater than) 2.8 2.4 2.5
Stream Tvoe C C C
Reach 1 Riffle Cross Section #7 - Station 1+65
Purlear Phase II
• 1,298
T
1,297
a
L
R
d 1,296
w
A
0
1,295
w
1,294
Bankfull Elev. (approx.)
0 t0 20 30
Distance (feet)
1--$--As-Built Survey 12006 -11x2007
40 50 60
0
? 0

Section X8 Rcach I
re Riffle
8/6/2007
56.98 1296.49 XS8RP07 As-Built 2006 2007
2005 2006 2007 _
As-Built Survey MY-01 My_02
nation Elevation Notes Station Elevation Notes Station Elevation Notes k
8.13 1,297.15 FP 8.02 1297.31 (XS8) 8.13 1297.27 XS8LP07
r
12.7 1,296.87 TOB 8.04 1297.07 (xs8) 8.52 1297.15 XS8 r "?
4 ?
15.42 1,296.17 LB 8.13 1297.19 (xs8lp) 11.41 1297.01 XS8
17.31 1,295.55 BKF 8.48 129731 (xs8lp) 15.04 1296.34 XS8 " ...,, r
20.04 1,294.44 LB 13.33 1296.61 (xs8) 18.1 1295.03 XS8
r
21.04 1,293.58 LB 2027 . 1294.29 (xs8) 21.05 1293.82 XS8 1
21.57 1,293.15 LEW 21.45 1293.11 (xs8w) 21.91 1293.04 XSBW
22.43 1,292.75 SB 21.73 1292.86 (xs8) 22.01 1292.73 XS8
28.17 1,292.20 SB 23.43 1292.23 (xs8) 23.02 1292.28 XS8
30.63 1,292.18 SB 24.95 1292.04 (xs8) 25.45 1292.16 X38 "
32.27 1,292.78 SB 26.5 1292.17 (xs8) 2824 1292.08 XS8 s
33.06 1,293.12 REW 29.2 1292.11 (xs8) 28.49 1292.07 XS8 1
34.43 1,293.82 RB 30.34 1292.04 (xs8) 29.05 1292.06 XS8 ,•t'.
36.58 1,294.43 RB 32.5 1293.06 (xs8w) 30.35 1292.24 XS8 vh •„ ?•'*('
38.39 1,294.73 RB 33.24 1293.28 (xs8) 32.59 1292.62 XS8
41.05 1,295.27 RB 37.4 1294.58 (xs8) 33.14 1293.06 XSBW
46.1 1,295.97 RB 40.6 1295.05 (xs8) 33.67 1293.19 XS8
52.69 1,296.35 FP 49.77 1296.18 (xs8) 34.22 1293.82 XS8
56.9 1,296.31 FP 56.87 1296.55 (XS8) 36.3 1294.23 XS8
56.99 1,296.55 PIN 56.98 1296.42 (xs8rp) 38.25 1294.66 XS8
57.01 1296.21 (xs8) 40.93 1295.03 XS8
43.22 1295.45 XS8
46.93 1295.96 XS8
49.65 1296.27 XS8
55.76 1296.36 XS8
Area 48.59 54.8 57.9
Width 23.7 313 30,2
Mean Depth 2.0 1.8 1.9
Max Depth 3.4 3.5 3.5
w/d ratio 11.6 17.9 15.7
FPW 98 98 98
ER (greater than) 4.1 3.1 3.2
Slream'Fy e C C C
Reach I Riffle Cross Section # 8 - Station 4+60
Purlear Phase II
1,299
1,298
a 1,297
1,296
1,295
w
$ 1,294
m
w 1,293
w
1,292
1 291
5 b `'
n ' q
rvai4 „?h f`ae T'
oi,i, A4
Bankfall Elev. (approx.)
0 10 20
30 40 50
Distance (feet)

60
? 0
•
Section X9 Reach 1
e pool
8/6/2007
Roberts. Price. Zink
1005 2006 2007
As-Built Survey MY - 01 MY - 02
Ration Elevation Notes Station Elevation Notes Station Elevation Notes
15.04 1,297.97 PIN 14.99 1297.97 (XS9) 15.04 1297.91 XS9LF
15.23 1,297.66 FP 15.04 1297.82 (xs9lp) 16.46 1297.55 XS9
1923 1,297.36 TOB 15.32 1297.95 (xs9lp) 19.27 1297.26 XS9
21.42 1,296.18 LB 15.59 1297.7 (xs9) 22.34 1295.51 XS9
22.24 1,295.34 LB 18.96 1297.46 (xs9) 24.56 1294.52 XS9
23.72 1,295.00 LB 22.51 1295.34 (xs9) 26.43 1294.01 XS9
24.86 1,294.13 LB 24.16 1294.94 (xs9) 28.53 1293.86 XS9
26.98 1,293.74 LB 25.93 1293.91 (xs9) 30.25 1293.32 XS9
28.87 1,29159 BKF 29 1293.62 (xs9) 31.53 1292.33 XS9W
29.57 1,291.82 SB 30.36 1291.96 (xs9) 31.88 1292.43 XS9W
31.18 1,291.56 SB 30.45 1291.83 (x69) 32.35 1290.15 XS9
32.01 1,291.44 SB 30.93 1291.66 (xs9) 33.12 1290.18 XS9
32.31 1,290.18 SB 31.41 1291.33 (xs9) 35.34 1290.41 XS9
33.71 1,290.24 SIB 31.45 1291.23 (xs9) 36.32 1290.87 XS9
35.6 1,291.08 SB 31.84 1291.23 (xs9) 37.44 1291.25 XS9
37.26 1,291.68 SB 32.42 1291.59 (xs9) 38.22 1291.62 XS9
38.26 1,291.99 Sit 33.11 1290.36 (xs9) 38.72 1292.39 XS9W
39.11 1,292.20 REW 33.62 1290.46 (xs9) 40.39 1292.64 XS9
40.1 1,292.43 PB 34.77 1290.67 (xs9) 41.64 1292.99 XS9
45.22 1,293.09 PB 36.27 1291.38 (xs9) 43.56 1293.23 XS9
52.49 1,293.08 PB 38.26 1291.99 (xs9a) 45.73 1293.41 XS9
55.08 1,293.18 PB 39.7 1292.45 (xs9) 49.19 1293.25 XS9
6139 1,294.14 RB 40.05 1292.43 (XS9) 49.66 1293.24 XS9
71.06 1,294.96 TOD 41.19 1292.74 (xs9) 53.21 1293.11 XS9
44.7 1293.13 (xs9) 57.79 1293.57 XS9
45.18 1293.09 (XS9) 60.7 129197 XS9
5144 129108 (XS9) 64.9 1294.52 X39
53.3 129106 (xs9) 65.21 1294.48 XS9
55.04 1293.18 (XS9) 67.82 1294.68 XS9
57.77 1293.6 (xs9) 70.53 1295.08 XS9
62.67 1294.07 (xs9) 72.91 1295.07 XS9
65.65 1294.54 (xs9) 75.39 1295.33 XS9
71.5 1294.98 (xs9) 76.89 1295.43 XS9
87.44 1296.19 (XS9) 78.57 1295.47 XS9
87.76 1296.2 (xs9rp) 83.1 1295.56 XS9
P,
As-Built 2006 2007
Area 33.8 31.5 28.6
Width 29.2 28.8 293
Mean Depth 1.2 1A 1.0
Max Depth 3.4 32 3.4
86.01 1295.59 XS9
86.07 1295.61 XS9
is
Reach 1 Pool Cross Section # 9 - Station 5+98
Purlear Phase II
1
A 1
A
v 1
w
0 1
> 1
w
1
1
LYB

297
296
B-1,N l Elev. (approx.)
295

294
293 - - ----
292 - - -
291
290 -
10 20 30 40 50 60
Distance (feet)
[--*-As-BuiltS.,cy -0-2006 - 2007
70 80 90
0
•
Project Name
Cross Section
Feature
Date
Crew Pule. Phase 11
X10 Reach I
Pool
8/6/2007
Roberts, Price, Zink
2005 2006 2007
A"uilt Survey MY-01 MY-02
Station Elevation Notes Station Elevation Notes Station Elevation Notes
20.66 1,291.11 FP 20.66 1290.84 (xs101p) 20.66 1290.79 XS10LP0
23.41 1,290.38 20.79 1290.84 (xs101p) 21.47 1290.64 XS10
30.71 1,289.00 BKF 21.02 1290.71 (x510) 24.39 1290.12 XS10
32.26 1,288.49 LB 242 1290.22 (xs10) 28.27 1289.34 XS10
33.14 1,288.08 LB 31.52 1288.9 (xs10) 34.36 1287.9 XS10
36.25 1,288.00 PB 33.17 1288.14 (xs 10) 38.01 1287.79 XS10
39.16 1,287.71 PB 35.2 1287.97 (x510) 41.36 1287.51 XS1O
40.58 1,287.54 LEW 35.24 1288 (XS10) 42.3 1287.32 XS10W
41.62 1,287.43 38.14 1287.71 (XS10) 42.61 1287.33 XS70
43.73 1,287.13 SB 38.35 1287.82 (xs10) 44.68 1286.73 XS10
47.1 1,286.89 SB 40.87 1287.53 (xs10) 45.04 1286.65 XS10
49.89 1,286.55 SB 41.46 1287.43 (xs10) 48.4 1286.03 XS10
51.74 1,286.09 SB 42.08 1287.38 (xs10) 50.07 1285.87 XS 10
52.47 1,286.52 SB 42.93 1287.22 (xs10) 50.94 1286.3 XSIO
52.93 1,287.35 REW 45.03 1286.84 (xs10) 52.14 1286.69 X310
54.1 1,287.80 RB 46.14 1286.77 (xs10) 53.11 1287.2 X31OW
55.81 1,288.26 RB 47.73 1286.58 (xs10) 54.4 1287.69 XS10
62.51 1,289.83 RB 49.21 1286.38 (xs10) 56.21 1288.33 XS10
65.03 1,290.78 RB 49.9 128636 (xs10) 58.3 1288.86 XS10
68.78 1,291.69 TOB 51.68 1286.06 (xs10) 60.73 1289.23 XS10
7109 1,292.24 FP 52.52 1286 (x510) 63.16 1289.79 XS10
77.12 1,292.61 FP 53.26 1287.49 (xs10) 64.73 1290.49 XS10
80.49 1,292.87 FP 533 1287.43 (xs IOw) 67.08 1291.11 XS10
80.55 1,293.33 PIN 56 1288.08 (x510) 69.1 1291.53 XS1O
57.86 1288.84 (xs 10) 70.26 1291.89 XS10
58.71 1211&B4 (xs10) 73.12 1291.94 XS10
61.96 1289.66 (xs10) 75.4 1292.23 XS10
67.43 1291.37 (xs10) 77.51 1292.41 XS10
70.2 1291.79 (xs10) 79.71 1292.74 XS10
73.97 1292.25 (xs10) 80.82 1293.18 XS10RP07
79.41 1293.33 (XS 10)
80.7 1293.22 (xsl Orp)
As-Built 2006 2007
Area 40.0 42.4 45.2
Width 283 AS 30.0
Mean Depth 1.4 1.2 1.5
Max Depth 2.9 3.0 3.1
Reach 1 Pool Cross Section #10 - Station 9+93
Purlear Phase II
•
I
1
? I
L
a 1
, I
w I
C
O 1
i
I
W
1
,L7 1
,293
,292
291
,
2 Banldull Elev. (approx.)
,
90
289
,
,288

2
for-
,
87
,286
.285
20 30 40 50 60 70 80 90
Distance (feet)
--O-As-Built Survey (2006 -40-2200:067]
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P.Jecr Name P.1-- Phan II
Tark LongiWdinel Pmfile
Satlon Reach 1 -Main Channel
Dah 8/6417
Crew Robert Price Zink
Sbdon El., Dexri don
2.89 1295.63 T
13.74 1295.27 T
16.45 1295.21 T
26.89 1295.65 T
27.69 1295.43 T
43.36 1295.11 T
57.16 1294.35 T
70.13 1294.23 T
84.54 1294.07 T
97.07 1294.32 T
113.54 129184 T
130.98 1294.26 T
150009 129413 T
166.71 1293.73 T
177.88 1293.76 T
197.88 129346 T
219.4 1293.3 T
250.16 1292683 T
260.59 1293017 T
279.56 1294.17 T
28115 1293.47 T
297.24 1292.19 T
315.4 1292696 T
339.28 1293.03 T
368.2 1292.78 T
386.42 1293634 T
394.81 1293.63 T
397.48 1291659 T
408079 1290084 T
422.54 1292606 T
449.65 1292.37 T
475.23 1291.87 T
495.13 1292.57 T
514.23 1292.68 T
519.48 1291624 T
528.95 1290.59 T
545.64 1291.32 T
568.63 1291.43 T
575.07 1290.49 T
598.24 1290.15 T
821075 1290.68 T
653.91 1291.2 T
673.4 1290.52 T
692.93 1289.2 T
748635 1290.23 T
76767 1291.44 T
777.86 1291.17 T
785.11 129067 T
801.98 1290.63 T
82113 1288662 T
825.45 1288.13 T
842.58 1287.15 T
861.78 1287.91 T
869.19 1286686 T
882.21 1286054 T
910.02 1286.67 T
949.36 1286.11 T
94966 1286.2 T
973.65 1285689 T
996.87 1286.04 T
997.07 1286602 T
1019.93 1286.14 T
1042.74 1286.47 T
1054.85 1286.07 T
1075.7 1285.99 T
1096.1 1285969 T
1131.52 1285.27 T

6.26 1296.07 W
10636 1296904 W
19.56 1295.98 W
23675 1295.99 W
29.14 129517 W
34672 1295979 W
45.54 1295.65 W
64.24 4295.48 W
71.15 1295.39 W
80655 1295.3 W
88.65 1295.38 W
96.41 1295635 W
111 66 1295.24 W
122.99 1295.12 W
129.85 1295.12 W
142.38 1294693 W
143.49 1294.86 W
159.31 1294.72 W
163.5 1294.72 XSTW
183.85 1294.69 X37W
167.96 1294.64 W
177.46 1294.57 W
186.08 1294.61 W
198.14 1294.55 W
210r62 1294.53 W
216.32 1294.58 W
245.91 1294.6 W
246.62 1294.58 W
257.26 129496 W
259.25 1294.57 W
278.29 1294.5 W
279.28 1294.54 W
287.37 1294609 W
30043 1294.08 W
302.41 1294.11 W
320.4 1294906 W
330.54 1294.04 W
335.64 1294.03 W
352.64 1294.1 W
368.39 1294006 W
368.46 1294607 W
388.28 1294.07 W
393.06 1293678 W
395.94 1294608 W
397.91 1293.09 W
398.64 1293.08 W
419.71 129312 W
423.78 1293.09 W
448.97 1293.07 W
45139 1293.09 W
458693 1293904 XSBW
459.08 1293.08 XSBW
471636 1293.17 W
485.08 1293.05 W
488.03 1293.2 W
511.2 1293.16 W
521.8 1292.M W
522.6 1292.42 W
Stwtlow El., Daer1 tlon
538.21 1292.44 W
543.27 1292.42 W
548.47 1292.4 W
555.34 1292.34 W
565.12 1292.37 W
576.12 1292.35 W
590.48 1292.25 W
594.69 1292.39 X69W
595.09 1292.43 XS9W
595.91 1292.33 XS 9W
598.25 1292.3 W
612.18 1292139 W
616.9 1292.44 W
628.35 1292.58 W
844.79 1292.4 W
-
652.62 1292.42 W
870084 1292.38 W
673.44 1292.41 W
702.89 1292.38 W
713.85 1292.33 W
721.53 1292.44 W
748.1 1292.33 W
750.31 1292.5 W
768.87 1292.33 W
774.35 1291.63 W
781.2 1291.67 W
781031 1291069 W
786.17 1291.42 W
791061 1291026 W
800.13 1291.31 W
801.39 1290.86 W
809.34 W
813.73 9 W
819026 W
830.84 6 W
835.72 E W
852.51 8 W
858.62 8 W
865.34 8 W
865.55 3 W
875.39 1287
5
.
65 W
877.74 1287.57 W
90112 1287.38 W
902.93 1287.37 W
918.13 1287.38 W
918.77 1287.35 W
931.59 1287.47 W
953.64 1287.33 W
967.94 1287.33 W
981 1287.35 W
990.82 1287.2 xslow
995.79 1287.32 XS10W
1000.14 1287.33 W
1000.36 1287.31 W
1002.41 1287.42 W
1018.8 12871 W
1023.05 1287.35 W
1038.55 1287.3 W
1039.5 1287.35 W
1050.95 1286.82 W
1062.8 1286.47 W
1070.49 1288.36 W
1078.08 1286.3 W
1088.64 1286.2 W
1099.86 1286.01 W
1105.18 1288.08 W
1120929 1285.72 W
1129.66 1285.86 W

71.51 1298.84 TOB
19.22 1298.98 TOB
7405 1297.39 TOB
87.55 1299.07 TOB
118.88 129738 TOB
1395 1298.72 TOB
164066 1297.17 TOB
168.49 1298.07 TOB
193.57 1297.51 TOB
215.76 1296.23 TOB
250066 1296.43 TOB
250.83 1297958 TOB
285.67 1296932 TOB
30995 1291.07 TOB
319.47 1296.02 TOB
354.16 1296 TO8
382.52 1299.49 TOB
38209 1300.72 TOB
302.93 1300.22 TOB
389.91 1297.12 TOB
396.92 7295.41 TOB
424909 1296.16 TOB
449 1296.86 TOB
471.73 1298.4 TOB
482.93 1295697 TOB
511.2 1295677 TOB
537.78 1295.78 TOB
559.92 1298.07 TOB
577.26 1297.08 TOB
621.31 1297.59 TOB
643.94 1294.76 TOB
665033 1295.47 TOB
693.27 1294989 TOB
70711 1297.21 TOB
735.7 1294.49 TOS
751905 1296016 TOB
786.13 1294.17 TO8
801.98 1295.17 TOB
851.7 129362 TOB
856.63 1295.21 TOB
888.48 1294.26 TOB
893.75 1294 TOB
945.58 1293.08 TOB
953.69 1291.2 TOB
1000.45 1293.18 TOB

1037099 1293.5 TOB
105767 1291.31 TOB
1102.49 1293.35 TOB

Shtlow El" Darr) tlon
11.49 1297077 BNKF
24.94 1297.53 BNKF
77.4 1296.91 BNKF
86.27 1296.57 BNKF
720.18 1296.47 BNKF
1241 1296658 BNKF
182.19 1296.06 BNKF
188.56 1298.02 BNKF
247.33 1295.86 BNKF
256.82 1296.16 BNKF
339.18 1295.66 BNKF
353.86 1295678 BNKF
387.86 1294,91 BNKF
438.85 1294.41 BNKF
480.32 1294.86 BNKF
551.14 1293.31 BNKF
610.43 1293.26 BNKF
636.25 1293636 BNKF
652.9 1293.28 BNKF
702627 129329 BNKF
854.46 1291.33 BNKF
889.38 1291.39 BNKF
1011.77 1290.8 BNKF

768069 1292.2 BVRDAM
771653 1292.28 BVRDAM

280.99 1294.19 Rack Vane
394.99 1293.88 Rock Vane
515.14 1292.98 Rock Vane
1017.42 1287.25 Rack Vane

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Tut L .gi,A. Profile
Su6o. Reecho We0ud
D- &/6/07
Crew Robert, Price, LA
SNtlo? Ekv Deuri
1131.54 130998 T
1143.65 1310.22 T
1144.01 1310.23 T
1155,98 1310.1 T
1159.07 1310.05 T
1162.52 1309.64 T
1176.67 1310.21 T
1188.59 1310.47 T
1191471 130981 T
1204.86 1308.95 T
1228412 1310.02 T
1231.08 1308.11 T
1239.07 1308.17 T
1247.12 1308.78 T
1266.48 1309.06 T
1258093 1308662 T
1261.61 1308,89 T
1262.24 1308.3 T
1272.89 1307.69 T
1288.48 1308.21 T
1301.17 1308.05 T
1324,96 1308.46 T
1328.21 1308.37 T
1330.28 1306,89 T
13412 1306.42 T
1356,35 1307.97 T
1367.1 1307.59 T
1368.96 1306.25 T
1381.09 1306.1 T
1389.25 1306.29 T
140196 1306.88 T
1420.39 1306.36 T

60.19 1329.14 W
69.98 1329.01 W
75.99 1328687 W
86.61 1328,62 W
95.84 132855 W
98.21 132851 W
108.43 132&57 W
109.05 1328.44 W
114.89 1328.43 W
118.34 1328,38 W
124.63 13282 w
12859 132764 W
130.31 1327.63 XSiW
13187 132766 W
132.34 1327.49 X61 W
139.07 1327.64 W
151499 132718 XS2W
152.92 1327.17 XS2W
165.18 1327.24 W
167.25 1327.21 W
180.69 1327.09 W
180.73 1327.11 W
194.36 1327 W
199.42 1326.89 W
206.64 1326.75 W
209.61 1326.7 W
216472 1326.38 W
217.75 1326.37 W
227.94 132625 W
229.57 1326.36 W
244.55 1325.83 W
247.31 1325.79 W
260.15 1325.72 W
260.21 1325.73 W
288A2 1325.53 W
288.45 1325.52 W
293.03 1325.03 W
303.09 1325.02 W
304.51 1325 W
315.47 13249 W
324.73 1324.82 W
328.08 1324.52 W
330.74 1324.4 W
336.2 1324.31 W
345.74 1324.29 W
362.39 1324.11 W

365.73
1323.94 -
W
374.75 13235 W
375.01 1323.64 W
377.41 1323.19 W
37816 132322 W
39435 132341 W
39662 132303 W
405.46 1322.88 W
41086 132237 W
415.12 1322.34 W
427.41 1322.25 W
43284 1322.2 W-
434.16 13222
W
434.26 1322.28 W
439.01 1321.29 W
43918 1321.27 W
44597 1321.24 W
449.11 1320978 W
455.23 1321.14 W
462.66 1321.06 XS3W
463.7 1321.1 XS3W
465.44 1321.12 W
47312 1320.71 W
473.37 1320.93 W
478.53 132083 W
Sk11o. Ekv DeuN ,
447.52 132217 TOB
450.01 1322.55 TOB
477.41 1321.34 TOB
478.94 1321.65 TOB
504.63 1320.86 TOB
504.63 1320.87 TOB
563.33 1320.38 TOB
571.36 1320.91 TOB
61163 1319.78 TOB
623.77 1319.68 TOB
684.38 1318.53 TOB
694.33 1317.95 TOB
71156 1317.78 TOB
727.53 1317.77 TOB
739.47 1317.15 TOB
746.8 1317.7 TOB
759.09 1318.14 TOB
V
767.35 1317.03 TOB
784.61 1317.28 TOB
808.54 1316.43 TOB
818.52 1316.66 TOB
838.29 1315.71 TOB
840.06 1316.1 TOB
.
877.19 1315.39 TOB
880.85 1315.58 TOB
910.83 1315.09 TOB
916.82 1315.48 TOB
950.16 1314.61 TOB
959.85 1314.69 TOB
968.46 1314.7 TOB
991.77 1314.07 TOB
1011.88 1314.43 TOB
1024.42 1314.14 TOB
104112 1313.31 TOB
1060.89 1312.94 TOB
1085.46 1312.86 TOB
1095.98 1313.74 TOB
1098.31 1313.38 TOB
1108.91 1313.33 TOB
1113603 1312.67 TOB
1126.7 1312.9 T08
1135.62 1312.15 TOB
1166.93 1311.62 TOB
117151 1312.11 TOB
1189.19 1311.16 TOB
11 5. 1 1.
1217.31 1313.5 TOB
1265.83 1310.49 TOB
1275.12 1312.4 TOB
128831 1311.4 TOB
1299.05 131118 TOB
1303694 131265 TOB
1321.43 1311.84 TOB
1334.19 1311.1 TOB
1345639 1310.19 TOB
136249 1310.05 TOB
1377.82 1309.95 TOB
1415.86 1308.69 TOB
1420.93 1308.35 TOB

234.15 1327.2 BNKF
333.92 13253 BNKF
411.58 1323.44 BNKF
433.07 1322.95 BNKF
527.36 1321.14 BNKF
653.7 1318.96 BNKF
656.34 1318.74 BNKF
735.01 1317.38 BNKF
751.77 1317638 BNKF
8099 1316.53 BNKF
812.7 1316.56 BNKF
93459 1315.11 BNKF
955.72 1314.67 BNKF
96238 1314.7 BNKF
1012.7 1313.63 BNKF
1044638 1313.41 BNKF
1055623 1313.16 BNKF
1123.72 1312.88 BNKF
1126.13 1312.54 BNKF
1184.95 1311.44 BNKF
1192 1311.88 BNKF
1235625 1310.75 BNKF
1243142 1311.3 BNKF
1248.75 1310.23 BNKF
1281.57 1310.34 BNKF
1281.83 1310.34 BNKF
1338.97 1308.78 BNKF
1364.22 1310.04 BNKF
1360.15 1310.12 BNKF
1382.99 1309.16 BNKF
1388694 1309.12 BNKF
1412.08 1308.92 BNKF
0
Project Name Purlear Creek - Phase II
Task Feature Slope and Length Calculations
Date
Crew Roberts, Price, Zink
•
•
•
Reach 4 - 2007 Reach 1 - 2007
Riffle Water Riffle Water
Station Change Elev change slope Station Change Elev change slope
60 1329.14 24 1295.99
95 35 1328.55 0.59 1.69% 45 21 1295.65 0.34 1.62%
139 1327.64 130 1295.12
153 14 1327.17 0.47 3.36% 177 47 1294.57 0.55 1.17%
194 1327 488 1293.2
216 22 1326.38 0.62 2.82% 511 23 1293.1 0.1 0.43%
229.5 1326.36 555 1292.34
260 30.5 1325.72 0.64 2.10% 576 21 1292.3 0.04 0.19%
288 1325.52 644 1292.4
303 15 1325.02 0.5 3.33% 670 26 1292.38 0.02 0.08%
315 1324.9 774 1291.63
325 10 1324.82 0.08 0.80% 800 26 1291.3 0.33 1.27%
362 1324.11 856 1288.58
378 16 1323.22 0.89 5.56% 877 21 1287.57 1.01 4.81%
395 1323.03 931 1287.41
415 20 1322.34 0.69 3.45% 954 23 1287.33 0.08 0.35%
465 1321.12 1076 1286.3
478 13 1320.87 0.25 1.92% 1120 44 1285.7 0.6 1.36%
494 1320.84
515 21 1320.25 0.59 2.81% Pool Station length p-p spacing
566 1319.43 Reach 1- 2006
589 23 1319.35 0.08 0.35% 3 668
651 1318.19 24 21 776 108 114.5
671 20 1317.45 0.74 3.70% 57 825
695 1317.28 131 74 80.5 862 37 121.5
709 14 1316.79 0.49 3.50% 181 878
737 1316.68 276 95 134.5 927 49 59
751 14 1316 0.68 4.86% 282 944
777 1315.98 395 113 110 1030 86 84.5
815 38 1315.77 0.21 0.55% 399
841 1315.37 497 98 109.5
865 24 1314.9 0.47 1.96% 520
885 1314.85 557 37 90.5
907 22 1314.68 0.17 0.77% 575
938 1314.29 640 65 69
956 18 1314.17 0.12 0.67%
997 1313.14 Reach 4 - 2006
1018 21 1312.76 0.38 1.81% 93 740
1039 1312.79 122 29 797 57 53.5
1045 6 1312.58 0.21 3.50% 129 816
1097 1312.11 141 12 27.5 842 26 60.5
1106 9 1312.06 0.05 0.56% 164 854
1115 1311.85 194 30 44 895 41 45.5
1126 11 1311.34 0.51 4.64% 211 910
1143 1311.23 229 18 41 934 24 47.5
1161 18 1310.9 0.33 1.83% 247 958
1178 1310.95 285 38 46 992 34 53
1189 11 1310.76 0.19 1.73% 295 1018
1220 1310.45 315 20 39 1039 21 53.5
1229 9 1310.24 0.21 2.33% 329 1047
1244 1309.52 364 35 41.5 1082 35 36
1257 13 1309.29 0.23 1.77% 378 1094
1354 1308.19 397 19 41 1109 15 37
1375 21 1307.43 0.76 3.62% 414 1126
1401 1307.26 434 20 36.5 1147 21 35
1424 23 1307.14 0.12 0.52% 446 1161
465 19 31.5 1178 17 33
478 1191
498 20 32.5 1224 33 38
515 1232
539 24 39 1247 15 32
542 1264
568 26 28 1298 34 41.5
588 1333
598 10 38 1354 21 62.5
610 1376
651 41 37.5 1401 25 45
672 1449
698 26 54.5 1460 it 66
701
729 28 30
Reach 4 min max median Reach 1 min max median
Riffle Length 6.0 38.0 18.0 Rifle Length 21.0 47.0 23.0
Riffle Slope 0.35% 5.56% 2.03% Riffle Slope 0.08% 4.81% 1.17%
Pool Length 10.0 57.0 24.0 Pool Length 21.0 113.0 74.0
PoolSpacing 28 66 40 PoolSpacing 59 135 100
Note: minimum riffle slope caused by beaver dam
•
ect Name Purlear Phase II
Channel Pattern Measurements
Roberts, Price, Zink
•
Reach 4
2007
Radius of
Curvature Meander
Wavelength Channel
Beltwidth
41 111 24
38 97 20
68 76 26
26 62 17
45 117 18
16 171 21
29 133 41
13 132 41
112 88 36
17 74 42
25 64 38
33 69 31
18 71 28
21 97 30
15 66 22
13 77 29
25 98 34
22 20
30
21
37
21
49
49
37

13 62 17
112 171 42
26 88 29
min
max
median
_ Reach 1
2007
Radius of
Curvature Meander
Wavelength Channel
Beltwidth
38 201 36
50 255 44
88

38 201 36
88 255 44
50 228 40
min
max
median
U

0
APPENDIX C
1. Wetland Groundwater Level Graphs
0
•
C7
c:
Cd
rl
1/1J
b
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