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Specific vegetation plots or site locations with little to no woody vegetation:
Specific vegetation plots or site locations with large areas of bare ground:
Site total % or estimated acreage of unvegetated areas:
Observations on invasive species (type, % cover, etc.)
General comments on vegetation issues(e.g. plant survival, major concerns, etc):
Aquatic Biota:
Is aquatic life present in the channel?
Yes No
Description of taxa observed, incl. quantities of individuals and general distribution of biota.
List specific reasons for any lack of success for this site:
1.
2.
3.
4.
5.
Mitigation Success:
Compared to the mitigation plan, the site is: (circle one)
successful partially successful not successful
Notes: Attach site maps showing problem areas and/or important stream features.
Attach digital photographs of representative sites with photo locations shown on site map.
1 Use the definitions in the joint state/federal stream mitigation guidelines to determine the
correct type of mitigation used for this project.
Draft page 3 of 3
r
Wetland Mitigation Site Evaluations: Information Table
NC Division of Water Quality
March 81 2007: Draft Version 4.3 (form produced via database report)
Evaluator's name(s): '--fl1rY1x`rU A VAA
Date of Office Review: d I M
Other individuals/agencies present:
Weather conditions (today S recent):
Directions to Site:
/?1 ?b b o D-1
1. Office Review Information:

401 Permit Number: C7?%VVCLI C ?
Site Name: ?"n. 17f?" C• -
County(Ies): (DJ_CX0-rC1t--
Basin S Subbasin: ? x . ? ?szy-;? c, i C) I
Nearest Stream/ WO clas LU-N S- Mitigator Type: cv'R-c
Total ion on Site
Wetland: U.40C?-L
Stream: -t U(_,C),
Buffer:
Project Type and Size: , ?_Q -vt?- C?_?,A C , ?k',?A -f C!:? L C Y? V-tik-k,#
Location on Site.. 3-U C>6k v ?A
Goals of Mitigation (wetland type(s), details): Protect History:
Event Date
Year of monitoring:
Approved Mitigation plan available? Yes No
Problem areas identified in reports? Yes No
Problem areas addressed on site? Yes No
Prior to site visit, note dominant species and monitoring report success results in appropriate areas of
Section II.
- During site visit, document both representative conditions and areas of concern. Label and attach
photos to this report.
- Additional information found during office review and/or to be obtained during site visit:
6, wizu LP ?G"
II. Data reported from site visit
HYDROLOGY - Approved Success criteria: Wetland Hydrology Indicators:
_ Inundated
_ Saturated in upper 12 inches
Monitoring report indicates success? Yes No _ Drift lines
Observational field data agrees? Yes No _ Drainage patterns in wetlands
based on mitigation plan? Yes No _ Sediment deposits
based on wetland type Yes No _Watermarks
List any remaining hydrology issues to address (e.g. remaining ditches, excessive water, etc.):
Evaluator's Agency:-. 1C
IL?
Date of Field Review:. I p10-C-31 C53
Page 1 of 2
Wetland Mitigation Site Evaluations: Information Table
NC Division of Water Quality
SOILS - Approved Success Criteria:
Are soils hydric or becoming hydric? Yes_,' No
List indicators of hydric soils:
List any remaining soil issues to address (e.g. erosion, upland areas, etc.):

VEGETATION - Approved Success Criteria: Dominant Plant Species (per monitoring report)
Species Story TPA or % cover
Monitoring report indicates success? Yes No
Observational field data agrees? Yes No
based on community composition? Yes No
based on TPA and/or % cover? Yes No
Vegetation planted on site? Yes No
Vegetation growing successfully? Yes No
Average trees per acre for entire site:
Specific vegetation plots or site locations with little to no vegetation:
Estimated acreage or site percentage of unvegetated areas:
Invasive species on site (species, location(s), and % cover):
List any remainin vegetation issues to address (e.g. plan surviv I, concerns, etc.):
c
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NCWA -Approved Success Criteria: NCWAM Wetland Type on Site:
_ Coastal
_ Riverine
Monitoring report indicates success? Yes No _ Riparian
Observational field data agrees? Yes No _ Non-riparian (wetter)
Attach NCWAM analysis results to this report. Non-riparian (drier)
List any remaining NCWAM issues to address (e.g. functionality, developing wetland type, etc.):
MITIGATION SUCCESS:
Compared to the mitigation plan, this project is: successful partially successful not successful
List specific reasons for lack of success for this project:
Additional Comments (e.g. DWQ follo up actions, re ommepdations, tc.):
Wes` r v?LJ?
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?\ Page 2 of 2

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Sko Location Map
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EEP Project Number 279
Figure 1. Project Site Map

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.Jumping Run Creek
Wayne Dairy Farm
Strewn Restoration
Executive Summary of Preliminary Design
Alexander County, North Carolina
,(I 31rd " ( J ?I : 4 I
14
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' pre/rared.for:
N.C. Wetlands Restoration Program c 1
prepared hV
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' Kimley-Horn and Associates, Inc.
3001 Weston Parkway
Cary, North Carolina 27513
' April 2000
01 1795000

7

Jumping Run Creek
Payne Dairy Farm
Stream Restoration
Executive Summary of Preliminary Design
Alexander County, Forth Carolina

Prepared for:
Wetland Restoration Program
North Carolina Department of Environment & Natural Resources
L
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Prepared by:
Kimley-Horn and Associates, Inc.
3001 Weston Parkway
Cary, North Carolina 27513
NIay2000
011795000

I
I
Table of Contents
Page No.
1.0 Introduction ......................................................................................................................................... 1
2.0 Existing Conditions ............................................................................................................................. 1
2.1 Site Description ............................................................................................................................... 1
2.2 Stream Condition ............................................................................................................................ 2
2.3 Watershed ....................................................................................................................................... 2
3.0 Project Description (Goals and Objectives) ........................................................................................ 2
4.0 Methodology ....................................................................................................................................... 3
4.1 Field Work ...................................................................................................................................... 3
4.2 The Reference Reach ...................................................................................................................... 3
4.3 Verification of Regional Curves at Gage Station ............................................................................ 4
4.4 Regime Equations ........................................................................................................................... 4
4.5 Hydraulic Model ............................................................................................................................. 4
4.6 Natural Communities ...................................................................................................................... 5
4.7 Sediment Transport Analysis .......................................................................................................... 5
5.0 Natural Channel Design ...................................................................................................................... 6
6.0 Vegetation Plan ................................................................................................................................... 7
7.0 Fencing Plan ...................................................................................................................................... 8
8.0 Monitoring Plan .................................................................................................................................. 8
9.0 Summary ............................................................................................................................................ 9
U Appendix
Appendix A - Morphological Measurement Tables
Appendix B - Reference Reach
Appendix C - NC Rural Piedmont, Regional Curves
Appendix D - Regime Equations
Appendix E - HEC-RAS Model, Existing Conditions
Appendix F - Site Photos
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Jumping Run Creek
Payne Dairy Farm
Stream Restoration
Summary of Preliminary Design
Alexander County, North Carolina
1.0 Introduction
North Carolina Department of Environment and Natural Resources (NCDENR) - Wetlands
Restoration Program (WRP) identified through its search process a site in Alexander County for
potential stream restoration. The site is known as the Payne Dairy Farm and currently contains an
operating dairy. WRP has purchased a 40.217-acre easement along 7500 feet of Jumping Run
and 1300 feet of an unnamed tributary to Jumping Run.
Kimley-Horn and Associates (KHA) has performed the necessary fieldwork and data collection to
complete the preliminary design plan for the restoration of Jumping Run located inside this
easement. This document is a brief summary of the fieldwork and results, data collection, design
procedures, and methodologies that went into the preparation of the preliminary design plans.
2.0 Existing Conditions
2.1 Site Description
This site is located in the Upper Catawba River Basin (Hydrologic Unit # 03050101) in
Alexander County, North Carolina. The site is located less than two miles to the southeast of
Taylorsville, North Carolina. Refer to Cover Sheet on Preliminary Plan for location maps.
The site contains approximately 7,500 + feet of stream located on two main parcels. The site
contains Jumping Run and 1300 ± feet of an unnamed tributary. Jumping Run is classified as a
WS-IV stream. The upstream parcel, which contains approximately 4000± feet of Jumping Run,
is located north of Henry Road (SR 1614). The downstream parcel, which contains 3500± feet of
Jumping Run and the unnamed tributary, is located to the west of Paul Payne Store Road (SR
1605). The segment of Jumping Run Creek between SR 1614 and SR 1605 is not associated with
this project. Refer to Sheet 2 of the Preliminary Design Plans for Overall Site Map.
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Currently, the majority of the site is active pasture. Cattle have unlimited access to the stream and
wetlands on the upstream parcel and very limited access on the downstream parcel. Payne Dairy
Farm on the section between SR 1605 and the tributary installed exclusionary fencing in the past
year.
2.2 Stream Condition
Large portions of the stream appear to have been straightened and relocated to one side of the
valley. This was most likely done to maximize to amount of pasture. The combination of the
cattle accessing the stream and the channel straightening has caused the stream to incise. This
degradation is most severe on the upstream parcel (north of SR 1614) and on the tributary on the
downstream parcel. Jumping Run downstream of SR 1605 is more stable vertically due to the
presence of bedrock.
Based on a qualitative assessment and quantitative geomorphic field surveys the upstream reach
was classified as an incised' and `C' stream type with excessive/unstable bank heights. In
many places the stream is classified as a `G' stream type. This classification is based on the
Rosgen Morphologic Stream Classification. A complete summary of the Morphologic
Description is provided in Appendix A.
2.3 Watershed
The drainage area for Jumping Run is between 0.6 and 2.5 square miles. The majority of the
watershed is active pasture and agriculture. However, in recent years there has been in increase
in low-density residential development in the watershed. It is believed that residential
development will continue based on new lots being subdivided and signs for future subdivisions.
However, it was determined that the watershed as a whole would remain "rural" with the
continued major land use being agriculture, active pasture and woodland with only a small
percentage of low density development. Hydrology and Morphology was predicted based on a
future "rural" watershed.
3.0 Project Description (Goals and Objectives)
U The project goal was to assess the feasibility of stream restoration and develop preliminary plans.
The objective of this project is to restore Jumping Run from an altered/degraded stream corridor,
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fl including adjacent riparian zones and flood prone areas, to its natural or referenced, stable
condition. The ultimate goal of the project is to improve water quality, and the natural function of
Jumping Run.
4.0 Methodology
4.1 Field Work
KHA performed the following fieldwork to assess the feasibility of restoration and to complete
the preliminary design:
¦ Delineation of 6.38 acres of on-site Wetlands
¦ Rosgen Level H Classification of Streams
¦ Detailed Topographic Survey of Easement
¦ Watershed Condition and Potential Assessment
¦ Verification of Regional Curves at Gage Site
¦ Morphologic Survey of Reference Reach
¦ Natural Communities (Existing, Reference) Assessment
Wetlands on the project site were not identified on the NWI maps but were extensive based on
field surveys. All wetlands inside the WRP easement were mapped because they will serve as a
constraint for the horizontal location of the stream. The easement purchased by WRP includes all
wetlands for preservation. However, the goals of this project did not include wetland creation,
restoration or enhancement.
4.2 The Reference Reach
A stable stream in the same watershed as Jumping Run was chosen as a reference to serve as
blueprint for the stable dimension, pattern, and profile. Glade Creel: just downstream 1000 feet
downstream of SR 1604, was used as a reference. Refer to Appendix B for location and
Watershed Map. The fieldwork was performed in accordance with the techniques outlined in
"Stream Channel Reference Sites: An Illustrated Guide to Field Techniques" and the "Reference
M Reach Field Book". A summary of the Geomorphic Characterization and Morphological
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Model (DTM) survey was not performed on the reference reach as it was on the project site.

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WRP, KHA, and the Alexander County Natural Resource Conservation Service (NRCS),
searched for additional sites. However, only the one stable site was identified.
4.3 Verification of Regional Curves at Gage Station
The North Carolina Rural Piedmont Regional Curves were verified at a Gage Station 2142000 at
Lower Little River near Hearing Spring. This gage was the closest gage to the project site. The
watershed area, discharge, bankfull width, and bankfull depth for the gage site were plotted on
each curve to confirm that the curves were valid for this region. The North Carolina Rural
Piedmont Regional Curves are provided in Appendix C. The points for Gage Station 2142000 are
added to the curves. A detailed morphologic survey was not performed at the gage because the
channel was a "G" channel and was not to be used as a reference for design. Based on the gage
site, the regional curves are valid for this geographic region and can be used as a basis for design.
4.4 Regime Equations
In developing the preliminary plans for the project site the NC Regional Curves and reference
reach information had to be supplemented by regime equations and empirical relations for
determining plan dimension. Equations like the Leopold and Wolinan (1960) equations were
used to calculate and verify plan features such as meander wavelength, radius of curvature, and
meander amplitude. These calculations are included in Appendix D.
4.5 Hydraulic Model
EEC-RAS was used to model the existing stream condition. The bankfull flow, 2, 10, 25, 50, and
100-year events were modeled. The bankfull flow was calculateu from the NC Rural Piedmont
regional curve. The other storm events were calculated using the Rural Regression Equation for
the Blue-Ridge Piedmont, NC.
The model gave the designers a better understanding of predicted water surface elevations, water
surface profiles, velocities, bank / channel shear stress, and stream power. This information was
used to validate the preliminary design of the channel dimensions (i.e. wetted perimeter and
hydraulic radius). The existing conditions HEC-RAS model summary tables are included in
Appendix E.
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The proposed channel will be modeled in detail as a comparison to the existing channel to aid in
the final design of stabilization techniques, erosion control materials, and final channel
dimension. The model will be completed upon confirmation of the preliminary plans by WRP.
4.6 Natural Communities
Existing natural communities and species were identified through field identification, both
adjacent to the stream and at the reference reach site. Additional proposed species were added
based on communication with county and state resources, communication with private sector
suppliers and contractors, and literature review.
4.7 Sediment Transport Analysis
Upstream Segment
Sand and finer materials dominate the bed of the upstream segment. Allowable shear stress
criteria are not very useful for design of channels with beds dominated by sands or finer
materials. Sand beds are generally in motion at bankfull discharges and their shear stress values
are much larger than those indicated by the Shields Criterion. In addition, because the channel on
the upstream project segment is being relocated it is anticipated that the particle size distribution
of the bed will change from silt/sand to sand/gravel. This was confirmed by looking at the
particle distribution upstream of the site. Also, anticipated substrate soil sample was taken by
auguring down to the proposed bankfull depth in the flood plain soils. The channel bed upstream,
off the Payne property, has sand and gravel dominated bed. The soil auger samples verified the
presence of gravel in the proposed new channel location (the current floodplain).
Stream power is the product of bankfull velocity and shear stress. The channel dimensions of the
proposed channel matches the channel dimensions of the channel just upstream of the site. Since
it is likely that the new channel will have a similar particle size distribution to the channel
upstream of the project. Therefore, if the channel dimensions and slope are matched then the
stream power will be similar for the proposed channel. If the stream power is similar, the
proposed channel will have the same capacity to move the D50 particle as the channel just
upstream of the site. During construction, the new channel dimensions will be verified based on
the actual particle distribution using Shields Criterion or the Army Corp. Equations.
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Downstream Segment
The downstream segment is controlled by bedrock. Therefore, a sediment analysis is not
appropriate since the entire bed will be mobile during bankfull events.
5.0 Natural Channel Design
The proposed natural channel design takes into account the existing conditions / stability, the
cause of the disequilibrium, and the potential and/or morphological character of the natural stable
form. This natural stable form was determined based on the methodologies described previously
and David Rosgen's paper "A Geomorphic Approach to Restoration of Incised Rivers".
The following is a summary of proposed restoration for each stream segment. Details of the
preliminary design contained in attached preliminary plans.
Upstream Segment
A Priority 1 restoration is proposed on the upstream segment of Jumping Run, north of SR 1614.
Appendix F contains a Description and Summary of Incised River Restoration. 4,325 Feet of
existing "G" and incised "E" channel will be converted to 4,419 feet of "C" channel on the
original floodplain using a combination of relic channel, existing channel, and new construction.
a Specific morphological measurements for both the existing and proposed channel can be found in
Appendix A.
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Downstream Segment
The downstream segment is vertically controlled by bedrock. This bedrock has prevented the
channel from incising to the same point as the upstream segment. However, the channel
dimension and pattern are unstable. Placement of log vane structures in combination with bank
stabilization/modification will provide for the minimum meander width ratio for a stable "C"
channel. In addition, the in-stream structures will create a low flow channel with a lower width to
depth ratio and improve the pool to pool spacing. Specific morphological measurements for both
the existing and proposed channel can be found in Appendix A.
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Tributary
A Priority 1 restoration including a culvert removal is proposed on the last 120 feet of the
tributary before its confluence with Jumping Run. This will improve the angle of the confluence,
and restore an unstable "G" stream type to a stable stream type "C / B" transition
Pattern, Dimension, and Structures
Refer to the preliminary plans for proposed stream location / relocation, structures type locations
& details, fencing location and details, bank stabilization techniques, and proposed pattern and
dimension for both the upstream and downstream segments.
6.0 Vegetation Plan
The preliminary planting scheme has been developed based on the United States Forest Service
(USFS) recommendations for riparian buffers. The buffer will consist of three zones from the top
of bank to 100 feet from the top of bank. Zone 1 (0 to 20 feet from the top of bank) is the stream
bank zone consisting of tree and shrub species typically found along stream banks in the region.
Zone 2 (20 to 80 feet from the top of bank) is a forested riparian area consisting of selected tree
'-' and shrub species, with varying tolerances of inundation and saturation, to be selectively planted
based on microtopography and moisture regime. Zone 3 (80 to 100 feet from the top of bank) is a
grass filter strip designed to promote dispersed flow into the forested riparian zone (Zone 2).
Zones 1 and 2 will be planted with container and/or bare root seedlings depending on available
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_ shown in plan view. A preliminary species list is also included in the preliminary plan.
In addition to the riparian buffer zones, the final vegetation plan will include planting
specifications for stream bank stabilization. This is anticipated to be achieved primarily through
live stakes and joint planting, as well as seeding (native species). A typical cross section of the
anticipated live stake installation is included in the preliminary plan.
a
0
0
U 7.0 Fencing Plan
Exclusionary Fencing will be installed along the entire easement. Several stream
crossings will be maintained so cattle can move in a controlled manner from one side of
the easement to the other. NRCS will work with Payne Dairy to provide alternative water
sources for the cattle. The anticipated locations of the fence and crossings are shown in
the preliminary plan.
8.0 Monitoring Plan
As-Built Plans will be completed and submitted to the agencies that will document that
the intent of the project was implemented in the field. The As-Built Plans will verify the
constructed channel is of the design pattern, dimension, and profile.
Biological, geomorphic, and vegetative monitoring will be performed on the proposed
constructed stream segment to determine success.
U Biological Monitoring
Biological monitoring will include monitoring benthic macroinvertebrates per
fJ NCDENR's protocol. Biological monitoring will be conducted by and be the
responsibility of NCDENR's Wetland 401 Group. The monitoring will consist of pre-
construction and post-construction sampling. The current NCDENR standard for
monitoring will be used. The NCDENR Wetland 401 Group will determine the biological
monitoring procedures and schedule.
Geomorphic Monitoring
Geomorphic monitoring will be the responsibility of WRP. Vertical bed stability will be
verified using monumented cross-sections and scour chains. The cross-sections will be
located in both pool and riffle sections. Scour chains will be installed in appropriate
features to verify entrainment size, and scour depths. Lateral bed stability will be verified
using monumented cross-sections and bank pins. Existing and departures of a frequency
of particle size distribution will be measured using the modified Wolman pebble count
a
FITJ 8
a
0 method. The location of the monumented cross-sections, scour chains, bank pins, and
pebble count transects will be finalized during construction and shown on the As-Built
Plans. Soil Bioengineering success should be monitored. Documentation will occur at
pre-established stations each year as well as at specific locations that do not appear to be
as successful based on a visual reconnaissance of the corridor.
The morphology of the stream is to be monitored a minimum of once a year for 5 years
after construction. It is also recommended to survey the stream after major (>2 year)
r
I
storm events during this period.
Vegetative Buffer Monitoring
Vegetation survival inside the riparian buffer will be documented for a 5-year period
through photograph documentation of the entire length of the corridor in which buffers
were planted. Documentation will occur at pre-established stations each year as well as
at specific locations that do not appear to be as successful based on a visual
reconnaissance of the corridor. Vegetation survival of target dominant species will be
confirmed.
9.0 Summary
The attached preliminary plans restore Jumping Run and adjacent riparian zones and
flood prone areas from a state of disequilibrium to a stable, referenced, natural condition.
The preliminary design is based on a geomorphic approach to restoration using Rosgen's
Stream Classification System. Use of, historical and existing field indicators, regime
equations, and a hydraulic computer model (HEC-RAS) supplemented this methodology.
The attached design restores the geomorphic dimension, pattern and profile of over 5,700
feet of Jumping Run. In addition, the entire 40.2 acre easement will be fenced to exclude
the cattle and a vegetative buffer will be planted / preserved along the entire 8,300 linear
feet of Jumping Run and unnamed tributaries contained inside the easement.
HAPN\01179500\Planning DocumentTlanning.doc
9
I
A
Appendix A
Morphological Measurement Tables

E
0
0n Kmley-Horn
th- 0 and Associates, Inc.
Morphological Measurement Table
Downstream Of SR 1605

Variables
Existing'
Proposed NC Rural Piedmont
Regional Curves
8 Reqime Ea.
USGS Station"
2142000
Reference Reach
1 Stream Type Ros en CS/6.1 CS-1 G4/5 B4-1c
2 Drainage Area (s mi 2.2 2.2 2.2 28.2 1.81 s miles
3 Bankfull Width ft. 25-35 20.24 10-35 20 avg.) 35 16
4 Bankfull Depth ft. 1.7 1.7 1-3 2 av . 4.7 1.7
5 Width / Depth Ratio tt. 12.5-17.5 12.14 10 7.6 10
6 Bankfull Cross-Sectional Area (tt= 42-60 34-41 18-7 30av . 161 24
7 Bankfull Mean Velocity (fps) 3-4.3 4.4.5.6 6 6.4
8 Bankfull Discharge cfs 160 180 55-450 180 av 10,40
9 Bankfull Max Depth ft. 2 2.5 5.0 44.5
10 Width of Flood prone Area ft. 125-205 125-205 48 30
11 Entrenchment Ratio 4.3-6.1 3-6 >2.2 1.37 1.9
12 Meander Length ft. 150 150 224 n/a
13 Ratio of Meander Length to Bankfull Width 5.8.7.1 6.3-7.5 11.2 rVa
14 Radius of Curvature ft. 30.70 30.70 52 n/a
15 Ratio of Radius of Curv. To Bankfull Width 1.3-3 1.25.1.5 2.6 n/a
16 Belt Width ft. 80 80 73 n/a
17 Meander Width Ratio 3.5 3.5 2.6 n/a
18 Sinuosity Stream Length / Valle Length) 1.05 1.05 >1.2 1.2
19 Valle Slope ft1t 00065 0.0065 0.012
20 Average Sloe 111R1 0.0055 0.0055 0.0096
21 Pool Slope ft1t 0.002.0.005 0.002-0.005 0.007-0.009
22 Ratio of Pool Slope to Avg. Sloe 0.4-0.9 0.449 1.1-1.36
23 Maximum Pool Depth tt. 2.2.5 2.5-3 3
24 Ratio of Pool Depth to Avg. Bankfull Depth 1.2-1.5 1.5-2 1.2-1.75
25 Pod Width it. 35 16
26 Ratio of Pod Width to Bankfull Width 1.0.1.2 1.0
27 Pod to Pod Spacing tt. 100 100 70
28 Ratio of Pod Pool Spacing to Bankfull Width 41 4.3 5.6 4.4
29 Bank HT Ratio (Low Bank / Bankfull) (ft.) 1.3 1.0-1.2 1.0
Field indicators in the existing channel were dificult to identify due to heavy disturbance from cattle, severe bank erosion, and overall channel instability.
The USGS Gage was used to verify the accuracy of the NC Rural Piedmont Curves for the PhysiogeograpNC region of the project.
Detail Measurements were not taken because the channel was a'G' channel and was not to be used as a reference.
a
0
0
©G3 Kmley-Horn
D and Associates, Inc.
Morphological Measurement Table
Upstream of SR 1614 (North Section)

Variables
Existing'
Proposed NC Rural Piedmont
Regional Curves
8 Regime Eq.
USGS Station"
2142000
Reference Reach
1 Stream Type Ros en E6, G6, C415 C5/4 G415 B4-1c
2 Drainage Area (sq mi 1.2 1.2 1.2 28.2 1.81 s miles
3 Bankfull Width ft. 12.21 12-20av 12.20 35 16
4 Bankfull Depth It. 1.0-1.8' 1.5.1.8 1.5.1.8 4.7 1.7
5 Width / Depth Ratio ft. 7-21' 6.7-13.3 6.7-13 7.6 10
6 Bankfull Cross-Sectional Area ft2 12-24' 18.25 18.25 161 24
7 Bankfull Mean Velocity (fps) 3.1-8.3 3.5.5 3.0-5.5 6.4
8 Bankfull Discharge ds 75.100 75-100 75-100 1040
9 Bankfull Max Depth ft. 1.8 2.5 5.0 4-4.5
10 Width of Flood prone Area it. 13-75 120+ 48 30
11 Entrenchment Ratio 1-6 5.6.10 >22 1.37 1.9
12 Meander Length tt. 50 150 134.180 n/a
13 Ratio of Meander Length to Bankfull Width 2.1.4.1 7.13 8.4 n/a
14 Radius of Curvature ft. 16-45 42.100 12-57 n/a
15 Ratio of Radius of Curv. To Bankfull Width 1.3.2.1 3.5-5 3.5 n/a
16 Bell Width ft. 130 200 42 rVa
17 Meander Width Ratio 7.2 12.5 4.3 n/a
18Sinuosity (Stream Length/ ValleLength) 1.14 1.4+ >1A 1.2
19 Valle Sloe ftm 0.0092 0.0092 0.012
20 Average Slope " 0.0081 0.0066 0.0096
21 Pool Slope tt,11 0.004-0.005 .002-.005 0.007-0.009
22 Ratio of Pool Slope to Avg. Sloe 0.5-0.75 0.2-0.75 1.1-1.36
23 Maximum Pool Depth ft. 2-3 5.4 3
24 Ratio of Pool Depth to Avg. Bankfull Depth 1.6-2.0 3 1.2-1.75
25 Pod Width ft. 12-22 13-24 16
26 Ratio of Pod Width to Bankfull Width 1-1.1 1.0
27 Pod to Pod Spacing it. 50 45-100 70
28 Ratio of Pod Pool Spacing to Bankfull Width 2.4-4.2 2.3-6.3 5.7 4.4
29 Bank HT Ratio (Low Bank / Bankfull) (ft) 1.7-2.2 1.0-1.1 1.0
Field indicators in the existing channel were dificult to identify due to heavy disturbance from cattle, severe bank erosion, and overall channel instability.
The USGS Gage was used to verity the accuracy of the NC Rural Piedmont Curves for the Physiogeographic region of the project
Detail Measurements were not taken because the channel was a'G' channel and was not to be used as a reference.
0
D
a
0
Appendix B
Reference Reach
a
I3

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Title:
Map
Reference Reach - Glade Creek
Drainage Area Map.
And
Inc.
Planning and Environmental Consultants
0351/2000 I 1 in = 200 ft. 16-1-179-5000 1 1B
'J
p;5,p- = Fj Kimley-Horn
and Associates, Inc.
STREAM CLASSIFICATION WORKSHEET
Party: Kimley-Horn and Asssociates (WRW, CWE) Date: 1/14/2000
State: NC County: Alexander Location: 1000 ft D/S of Boston Rd. (SR
Stream: Glade Creek Drainage Area: 1070 Acres (1.7 sqmi)
Bankfull Measurements:
Width 16 Depth 1.7 W/D 9.4
Entrenchment Ratio (Floodprone Width/Bankfull width):
Floodprone width is water level at 2x maximum depth in bankfull cross-section,
I ?I
or width of inermediate floodplain (10-50 yr. event)
Bankfull Width 16 Floodprone Width 30
Entrenchment Ratic 1.9
I, Slight = 2.2 + Moderate=1.41-2.2 Entrenched = 1.0-1.4
Sinuosity (Stream Length/Valley Length) or (Valley Slope/Channel Slope):
I' Stream Length (SL) Valley Slope (VS) 0.012
Valley Length (VJ Channel Slope (Cs) 0.00956
I' Sinuosity (SLNJ Sinuosity (Vs/Cs) 1.2552301
Dominant Channel Soils:
Bed Materials various
' Description of Soil Profiles (from base of bank to top)
Right: @ Sta 2+20 (0-2' 10YR 3/1, 2-2.5' 10YR 3/2, 2.5-3' 10YR 4/4 w/ 5YR 5/8 incl.
3-5' 7.5YR 5/6 Loamy Sand)
Left: Same Compostiion as Rt. _
Bank Slope (Horizontal to Vertical) L 1:1.3 R 1:1.2
Riparian Vegetation:
Left Bank: See Photo Right Bank: See Photo
% Total Area (Mass L R
% Total Ht w/ Roots L R
Ratio of Actual Bank Height to Bankfull Height
Water Surface Slope
Water surface slope is the "riffle" to "riffle" water surface representing the bankfull stag,
gradient for a length of approximately 20 to 30 bankfull channel widths.
S = 0.0096
STREAM TYPE B4-1c Remarks Bebrock present
i.
P7' = r ? Kimley-Horn
btll 0 I `I and Associates, Inc.
STREAM CLASSIFICATION WORKSHEET
REFERENCE REACH
Party: Kimley-Hom and Asssociates (WRW, CWE) Date: 1/14/00
State: NC County: Alexander Location: 1000 ft D/S of Boston Rd. (SR
Stream: Glade Creek Drainage Area: 1070 Acres (1.7 sqmi)
Bankfull Measurements:
Width 16 Depth 1.7 W/D 9.4
Entrenchment Ratio (Floodprone Width/Bankfull width):
Floodprone width is water level at 2x maximum depth in bankfull cross-section,
or width of inermediate floodplain (10-50 yr. event)
Bankfull Width 16 Floodprone Width 30
Entrenchment Ratio 1.9
Slight = 2.2 + Moderate=1.41-2.2 Entrenched= 1.0-1.4
Sinuosity (Stream Length/Valley Length) or (Valley Slope/Channel Slope):
Stream Length (SJ Valley Slope (V,) 0.012
Valley Length (VL) Channel Slope (C,) 0.00956
Sinuosity (SLNJ Sinuosity (V,/C,) 1.2552301
Dominant Channel Soils:
Bed Materials various
Description of Soil Profiles (from base of bank to top)
Right: @ Sta 2+20 (0-2' 10YR 3/1, 2-2.5' 10YR 3/2, 2.5-3' 10YR 4/4 w/ 5YR 5/8 incl.
3-5' 7.5YR 5/6 Loamy Sand)
Left: Same Compostiion as Rt.
Bank Slope (Horizontal to Vertical) L 1:1.3 R 1:1.2
Riparian Vegetation:
Left Bank: See Photo Right Bank:
% Total Area (Mass L R
% Total Ht w/ Roots L R
Ratio of Actual Bank Height to Bankfull Height
See Photo
Water Surface Slope
Water surface slope is the "riffle" to "riffle" water surface representing the bankfull stage
gradient for a length of approximately 20 to 30 bankf ull channel widths.
S=- 0.0096
STREAM TYPE B4-1c Remarks Bebrock present
Longitudinal Profile

Station
Description WS
ELEV TW
ELEV
0 NICK PT 994.00 993.70
20 END RIF 992.21 992.11
40 POOL 992.18 991.40
47 NICK PT 992.14 991.80
55 TOP RIF 991.92 991.44
70 RIF 991.63 991.25
90 RUN/ END RIF 991.35 990.99
100 POOL 991.35 990.72
133 TOP RIF 991.30 991.06
150 END RIF 990.85 990.47
175 POOL 990.62 989.04
185 TOP RIF 990.60 990.23
195 RIF 990.53 990.26
205 END RIF 990.43 990.34
220 POOL 990.49 989.56
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Project: Payne Dairy Farm Jumping Run Creek Stream Restoration
Date: 2123/2000
Reference Site: Glade Creek D/S of Bosto Rd.
Stream Name: Glade Creek
X-Section @ Approx. STA 1+33 (Riffle)
Station Description Elev
0.0 G.S. @ Rebar LB 997.22
5.0 HT LB 996.02
8.0 LB 994.88
9.0 LB 994.27
11.0 MT LB 993.06
11.6 LB 992.37
12.0 LB 991.80
12.8 EOW 991.28 991.3
12.8 SB 991.09
15.0 SB 991.19
17.0 SB 991.20
18.0 TW 990.97
19.0 SIB 991.24
20.0 SIB 991.12
22.0 SIB 991.17
24.0 SB 991.11
25.0 SB 991.10
26.0 SB 991.06
27.0 EOW 991.33 991.3
27.5 BF 992.50
27.8 BF 992.73-
29.5 RB 993.77
31.0 RB 994.72
32.0 HT RB 996.34
35.0 HT RB 997.50
* All elevations are based on a relative BM at X-Section STA +38 (nail in oak tree)
0
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Appendix C
NC Rural Piedmont
Regional Curves
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Appendix D
Regime Equations

I=n KimleyHom
and Associates, Inc. ?/ ) I f Sheet No. of 2
Job Subject Job No.
Designed by L?"Z Date Checked by Date
1' I Gn v l F h! C41 _ 0 S t C ??i1 t N T
° G cv U °t bra
Y3 G?,k ac?i?.,4?
CL-4 Vc- f j F.? 1...? PF iic " C- c I?r= ?c
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- Job ?' c yJa • ? 14 - Subject Job No.
Q Designed by AJ42 w / Dave Checked by Date
-
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Appendix E
HEC-RAS Model
Existing Conditions
a

I
a
Upstream Segment
Jumping Run
North of SR 1614
a

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Up All Run Plan 02 3/2/00
78
1125- 04 : .03 .08 -
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1120- a.¦ VVJ Ubu
r¦
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1115" r' ~- ' -
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1110- r•'r/ Bank Sta
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w 1105 r
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1100;

1095 L?
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2100
77
08 -_.03: ; .08 -
1120-
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r WS Q50
1115-
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W
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1110- ¦-• O - Ground
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1105- ¦
P
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1095 .¦
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0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
76
1120- .08 :.031_: .08 -- -
_ -Legend --
¦-¦ WS Q50
1115- ¦
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1110 ?. ¦' Ground
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r
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1105 ¦
W ¦'
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1100_ ¦._ ¦ ,¦:
1095 - - - --- - ----- --- -
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
75
08 03 .08 -
1115- -Legend-
- ¦¦
¦ ¦ +?
r
WS Q50
1110- ¦
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r
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2
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1095-
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1090
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
74
1112- " .04 .04
1110-
1108-
1106
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0
> 1102-
w 1100-
. +
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1096-
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r
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0 100 200 300
1115-`=-- ---.08 0
3
Station (ft)
Up All Run Plan 02 3/2/00
73
.08 -
400
1110 WS Q50
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a?
1105- ¦ Ground
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m ' -
1100- a'
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¦
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1090 - - - --- - ------ -
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
72
1115- 08 -:.03:- .08
Cegend
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1110- ¦ ¦?
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q
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1090
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
71
1115-' 08 :.031-.- .08
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Station (ft)
Up All Run Plan 02 3/2/00
70
-- --- 08 -
13.
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Up All Run Plan 02 3/2/00
69
08
03 08
1110= : --:.
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1090-
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
68
-
1106- .08--.03-: -- .08
• -
-
Legend

1104-

- WS Q50
r
1102: .'r WS Q (BKF)

1100- ¦ ¦ Ground
= 1098- 1 ¦¦ Bank Sta
> ¦?
w 1096
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i
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1092-
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1090
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0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
67
1104- : 08 --.03 --=. -- - ----- 08 - - -
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1102-'m
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1100- ¦¦ i • ¦ WS Q (BKF)
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1090 - - - ; - - - - -- - -
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2100
66
03
08 08
1104- =
:
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Legend
-
.
1102-% ' WS 050
ti
1100- S if WS Q (BKF)
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r 1098- ti 0' Ground

= 1096-
% Bank Sta
N
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1090 -
j
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1088
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
65
1104- .08 :.03> : 08
-Legend-
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1100- ¦'ti WS Q (BKF)
1098- '¦ j Ground
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w 1094- % ¦?r¦?
1092- o- eta-•.¦•?
1090-
1088
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2100
64
1104 - 08 - - -==- .03 -: .08 -- -
-
---
begend
?
1102- ¦
% WS Q50
1100- ¦ WS Q (BKF)
% ¦ -
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2

>
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w 1094- % ¦ w
1092 ?_ _ ¦
p ?+ Q
1090-
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1083
1088 -
- - - - --- - - - -
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
63
.03
08 .08
1106- - .
1104 •
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1100-

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0
ti
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1088
0 100 200 300 401
Station (ft)
Up All Run Plan 02 312/00
62
1110-: 08 .08 -
0
3
1105.

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1090- ¦ 1
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0 100 200 300 40(
Station (ft)
Up All Run Plan 02 3/2/00
61
Legend
WS Q50
WS Q (BKF)
¦---
Ground
0
Bank Sta
vva 11i7u i
WS Q (BKF)
¦
Ground
0
_: 08----.03
= -
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1110_
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-
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WS 050
1105- % --
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1100- % v Ground

¦ 0
o ¦ ¦ Bank Sta
m % ¦,
1095_. ¦ ¦ ?'?
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1090- o' ,-..?- -_.¦ ..-

¦
s
1085 - - - --- - -- - - -
0 100 200 300 400
Station (ft)
a
n
Up All Run Plan 02 3/2/00
60
1110- -08 -:03 .08 -
-
--
_ Legend
a WS Q50
1105- ¦
~ WS Q (BKF)

1100- ¦ ¦ Ground
c - ¦¦ ¦ ¦ O
Bank Sta
ti `¦
1095- ti ¦
Lu _ .? .r
• ¦ •¦
-

1090- a

- O d
1085
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
59
Q
0
1110-.08 03 08
1:6 end
WS Q50
1105- q
- ¦¦ ti WS Q (BKF)
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1100- ~ Ground
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7i ¦ ¦ r
>
1095- ¦"¦ `j
w ¦ Q
own
1090-¦ ¦-¦-_ ¦
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i-?
1085-
-
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
58
1110 =- .08 .03 - .08 -- --
_ Legend--
- --' -
1105!i ¦ WS Q50
- °¦% WS Q (BKF)
¦¦ - -- -- ¦ -- -
1100- ¦¦¦ Ground
c ¦¦ P a
- ¦
.o 2 ti ¦¦ as Bank Sta
1095 MIN
% ¦¦¦ ¦
Lu % ¦¦
as
1090 ¦'¦ ¦
% 4 ¦¦
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1085 -- - - ti? --- - --- - -
0 100 200 300 400
Station (ft)
a
0
a
0
Up All Run Plan 02 3/2/00
57
1110- .08 :.03- 08
-
-
ed

%
1105 a WS Q50
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1100- ?
•¦
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.
> .¦ .
IU
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1090- %
~¦ .?-r¦A.

1085- 4
1080
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
56
d
1110- 08 -:.03 --: .08
--
•,. Cegend

1105- ~ a WS Q50
- ¦~ % WS Q (BKF)
1100- ¦•¦ '
V - '¦No .¦ Ground
c ti .¦ O
= 1095- ~ r' Bank Sta

>
(D
¦
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ul logo- - ' ¦ ,¦'¦
_
1085-

1080 --
0
100 200 300
Station (ft)
Up All Run Plan 02 3/2/00
55
I+uu
1110- 08 --- -- .08-
0
. 3
?.
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1105- ti
1100- ?.
v a
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1095 ~% ¦ "r
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> ¦As
a, Ow
w 1090 %% °
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1085- .o O
1080 - -- -- --- - - - - - - -- --
0 100 200 300 400
Station (ft)
Legend
WS Q50
WS Q (BKF)
Ground
0
Bank Sta -
0
Up All Run Plan 02 3/2/00
54
1110-' .08 - .03-: 08 -
--
-
egend
L
r¦ -
1105- on WS Q50

- ¦• WS Q (BKF)
1100- ++ -•-----
v _ + Ground
c
= •
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1085- ++ + O
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ca - •
• ¦
r

w
1090- • ??

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1085
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1080
0
0
0
1110- 08
1105 ?.
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1100- ?¦
%
c
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ca -
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w 1090-
1085-
1080
0
100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
53
.08-
100 200 300
Station (ft)
Up All Run Plan 02 3/2/00
52
tiuv
1105- .OS ---- --:03 : .OS ------ --
--
-
Legend

'
WS Q50
1100
¦ WS Q (BKF)

• • --•---

1095- • Ground
ti r
.0 ¦ r
Bank Sta
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r
W 1090 +% ¦
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-- -- +
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1085 - ?
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1080 _
0 100 200 300 400
Station (ft)

WS Q50
WS Q (BKF)
Ground
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MR r Bank Sta
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rR
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r
0
D
4
0
0
0
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0
0
0
0
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0
0
Q
D
D
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Up All Run Plan 02 3/2/00
51
08 - -
1100
¦ . -LegencJ-
¦¦ ¦
?' WS Q50
¦ l
1095- '¦ ¦¦ WS Q (BKF)

v \ ¦' Ground
• ¦
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= 1090- \? ,? ¦ Bank Sta
> ¦ ¦¦
W ti ¦
w
1085- ¦??? ¦_¦-r. •.. ?¦ - Am-

1080-
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2100
50
08 -- 08-
1100-- .
0 . -
-L-eg-end-
3 ¦
WS Q50
ti r
1095-
¦ r WS Q (BKF)
¦
1¦ '
r Ground
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L .. ¦
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Lu S ¦ ¦
1085-
-
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1080-
-
--
---
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
49
08 03 - -- 08 -
- --

- -
1105--
- -- .
-- -
.
,
WS Q50
1100- 1
r¦ WS Q (BKF)
1% ¦ Ground
1095
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c
1090 ¦
• ¦ ¦
. ¦10
Lu
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1085 ti
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m¦.----- - - •- r
•?
MWO ?¦ _ p r

1080
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
48
1100- .08 --.03:: 08 T^- -I
r WS Q50
¦
1095- ¦WS Q (BKF)
WE ¦
a ` ¦--
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v _ ?,¦ Ground
¦ o
° 1090- ¦'L P Bank Sta
> % r
°' - ¦¦ ¦ '
Lu
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1085- 'm u
1080 :.P
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
47
1100- 08 .03 -- : .08
-
_ Legend
¦¦i
d'
r WS Q50
1095- ¦¦
¦¦`• WS Q (BKF)
¦ .'
S 1090- Ma
%
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4 ¦ ¦¦` ¦ Bank Sta
i ¦¦
¦ ¦= ¦
.
1085- ¦? r'?"

1080 _
1075-
0
100 200 300
Station (ft)
Up All Run Plan 02 3/2/00
46
1100 _---------.08 - O - OS - -- mom -
Legend-3
F
Q50
¦' WS
1095- ¦,
IF j WS Q (BKF)

1090 ?'¦ , ° Ground

7 ~¦¦ Bank Sta
'
6 % ¦'
1085 °' • ¦ ¦ `¦
Lu
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?¦

1080
1075 - ----- --- - - - - -- - - -- - --
0 100 200 300 400
Station (ft)
0
6
0
a
0
D
0
IJ
Q
D
6
Q
D
D
Q
D
0
D
Up All Run Plan 02 3/2/00
45
1105-
_ .OS x.03: 08
-Cegend-
1100- r¦ WS Q50
r
WS Q (BKF)
1095-

.
Ground
v ?
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= 1090!ti r ¦¦' Bank Sta
air
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w ti
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1085-
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1080 am
:
1075
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
44
_ p .08- -
1105- : 08
Legend-
3
1100- ¦.¦?+' WS Q50
¦
¦ ¦ WS Q (BKF)
1095- ¦ ¦ ¦ Ground
o '¦ 'on Bank Sta
.? logo- •r ¦¦
> r¦ r.
w 1085- Maa a- MA •? • M'. ¦¦
Ma a
1080- 'h'as ? ¦ r
1075--
0 -
100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
- 43
1105 --- - -.08 .03 - ---.08 -_ ---
_ Legend
_ sae WS Q50
1100,
r WS Q (BKF)
1095 - .¦¦? -- ¦ --- --
+ ¦ Ground
r
.2 1090 -` y ¦'? -Bank Sta
?i W 1085 • ? ? ? ¦
¦¦% ¦ ',a r
1080 9 --- i?`
M
1075
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
42
1100 .08 03 -: .08
d' - Cegend-
- r
1095- r r WS Q50
r
r r WS Q (BKF)
1090 ¦¦ r r r Ground
s ¦`¦, ¦ Bank Sta
t ¦ ¦
¦
1085- ¦ 4- • ¦ ¦
w - ¦ ¦, ¦
%
1080= '?? p-¦
G¦?
1075
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
41
1100-
1095-
r -
c -
1090 -` ¦ v
>
w 1085-
1080 -
1075---
0
1105
-fiend
WS Q50
¦ WS Q (BKF)
rr Ground
r a
Bank Sta
r
?r
v
100 200
Station (ft)
Up All Run Plan 02 3/2/00
40
OS .03 -: - - - --
300 400
0a - ------
1100 - dp- vvb u5u
r
rr WS Q (BKF)
1095 - rr -- ¦-----
x + Ground
c rr O
cz
° 10902 rrr Bank Sta
> . r
w 1085 - % ¦ r ¦
% ¦
1080 ¦•, - ,?. ¦
1075 - "*
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2100
39
1105 - 08
08
1100- P.r wS Ubu
WS Q (BKF)
1095- ¦ ---'--
?„¦ Ground
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0 1090: on
¦
0 .¦ as
¦sw 1085- ` % .•"r p
¦ -no-
1080- '' ¦ Amp-&-
075- ?dJ
0
100 200 300
Station (ft)
Up All Run Plan 02 3/2/00
38
1105- 08 -- --:03.: .08 -
?egend-
1100- • ¦ WS Q50
¦ WS Q (BKF)
1095- ¦ ¦ '
E, - ¦ Ground
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m - r
> ON
N - Ip
w 1085-?¦. _? ¦.¦'?
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ti mar
1080- ¦?_ ¦•
1075 LIJF - - ----
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
37
08 ?.- .03 -=-- -- .08 --- -- -- - ---
1100- ?' --Legend-
WS Q50
1095- ¦`
. WS Q (BKF)
• Ground
1090- ?
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r
1085 ¦ `¦
w .•
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r
1080- °ON ¦¦'
on . Me A o -
1075 -- - -- --.ea- -
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
36
1100- OS 03: .08
-
a >_egend
•
1095- WS Q50
r
'
.
; WS Q (BKF)
.'
1090- on Ground
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Bank Sta
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75
1085- Sam
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1080-
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fK?-
1075 F a
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
35
- .08--. .08
1100- 0
3
1095-
1090-
r -
c
°- 1085-
m -
w 1080-
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- mat' s_ ?¦.-
1075
1070 -
0 100
Station (ft)
Up All Run Plan 02 3/2/00
34
1100- - -.08 -----=-:03- -.08-- ----
- t_egend
1095- ¦ WS Q50
¦
¦ WS Q (BKF)
1090 ¦ r - -- ¦-
ZEF ¦ • Ground
O (?
- 1085 ,r ¦ Bank Sta
? a¦ _
w 1080 ¦
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1075 ¦. _ ?-- ? ¦
1070 - -- - - - - - --
0 100 200 300 400
Station (ft)
-t_egend-
WS Q50
r
¦ IF WS Q (BKF)
Ground
¦° v
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s
r¦
r
Up All Run Plan 02 3/2/00
33
1095- 08 - .08 -
-
-
_ Legend
- .¦ .
+•¦ WS Q50
1090- ¦
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WS Q (BKF)
r

E- 1085- ¦on Ground
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o - _-¦• Bank Sta
-"
m a-
2 1080- ¦' ¦
"
w - ,¦'

1075-
1070
0 100 200 300 400
Station (ft)
Up All Run Plan 02 3/2/00
32
1090 .08 --s- .03 -: .08
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Up All Run Plan 02 3/2/00
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Up All Run Plan 02 3/2/00
25
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23
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22
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18
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17
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Up All Run Plan 02 3/2/00
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10
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Up All Run Plan 02 3/2/00
a
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Up All Run Plan 02 3/2/00
5
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Up All Run Plan 02 3/2/00
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Up All Run Plan 02 3/2/00
3
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Up All Run Plan 02 3/2/00
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Up All Run Plan 02 3/2/00
08 -- n3--- 08
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Up All Run Plan 02 3/2/00
1
1085- - .O8 .03-: -.08
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1070- . i
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1065- .-

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0 50 100 150 200 250 300 350 400
Station (ft)
0
a
Downstream Segment
Jumping Run
East of SR 1605
0
0
0
0
a
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D. -AA 157. 866 60 1032 00 103718 1035 31 0 003720 7 47 288 90 210 2] 0 62 0 90 014 0. la 0271
P wnM 1'21 1078 16 1032 M I OM U 1011 18 0 002999 7 56 500 75 216 53 0 58 0 87 0.15 0.30 0 70
D-. I M 131922 10]200 1039 24 1010 10 0002527 7 70 729 U 256 50 0 54 0 86 032 0 JB 0 43

Dr-14 100. MOO 1071 00 1033 29 1033 77 0 006019 558 1 32 37 16 91 071 0 65 0 65
Do .A - 276 b 1031 00 101103 1034 61 0 0052M Boa 4515 16 14 0 68 0 72 0 72
DownM
0own]
D-A I m
1 pt
100. 625 68
Maw
1075.15 1031 M
1031 00
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10]7 20
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1039 01 0004173
0003511
0 M3187 721
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8 17 96 9]
286 11
474 76 106 75
218 51
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060
058 0 88
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CbwnM 50 loom 1031 00 1033121 1 103317 0 0045. 4 73 38 03 M 75 0 B2 0 M 0 b
D -Al __
54 276 M I D31 00 1033 97 1074 33 0003472 481 57 49 24 801 056 0 46 0 IB
D-AA 62568 103100 IOJB 30 103689 0001]66 496 16986 11905 043 041 005 005 0.15
D-M 50. maw 1031 00 1037 0 103107 0 001 KS S ]] 320 31 145 a6 041 013 0 06 0 13 0 19
CbwnM : a 1075 16 1031 00 103a 28 IONS 77 0001345 S 65 .5986 180 29 040 048 006 0.15 021
D-M 50 131922 1031 00 1039 17 1039 70 00012491 SW 634 2O 211 28 0 40 0 49 006 0 to 0 23

D-M 0 19000 1030 OO 1032 51 1032 15 1033 14 0008002 8 b 28 13 13 46 0 79 0 57 0871
Cn 0 2783 1030OO 103321 10327$ IOU 03 0009009 727 38N 1455 079 105 105
[t-Aj 0 62568 1030 CO 1075 19 1034 53 1035 44 a M80061 8% 6980 low 0 N 1 . i u
bMLA 0 Mow 10]0 00 tOJ6 OB 1035 56 1 OJ7 61 0 008002 9 94 91 b 56 18 0 84 168 0 22 004 0.73
_
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Down] 0 131922 10]000 107730 103890 103942 000&107 1172 18487 1C301 087 2.15 062 012 061
0
M3 MI Em m m
Elevation (it)
0
0
O A 0 N
O
N
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1060-
.0
w 1055-
1050-
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50
10
10
10
00
C"d
w 10
1050
1045
0
Legend
WS Q50
WS QBKF
Ground
O
Bank Sta
50 100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 2/7/2000
4s
?.8)j-E .03 .8
Legend
.
WS 050
WS QBKF
Ground
O
Bank Sta.
100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 217/2000
48
8- .03 .8
i
100
400
Legend
WS Q50
WS QBKF
¦
Ground
O
Bank Sta.
Down All Run Plan 02 2/7/2000
24
I Is._ nom.-alr -- A ?200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
47
8 .03 )j(
1070
1065-
1060-
0
cu
>
m
1055-
w
0 100 200 300
Station (ft)
Down All Run Plan 02 2/7/2000
46
1
1
1
c
0
.ro
m 1
w
1
1045 1
0 100 200
Station (ft)
Down All Run Plan 02 2/7/2000
45
8 .03 >!(-
1070
1065-
1060-1
C
.50
m 1055-
1
.8
Legend
WS Q50
WS QBKF
Ground
0
Bank Sta
300
400
Legend
.
WS 050
WS QBKF
Ground
0
Bank Sta
400
8
Legend
•
WS 050
WS QBKF
.
Ground
O
Bank Sta
1045 1
0 100 200 300 400
Station (ft)
Down All Run Plan 02 217/2000
44
8 .03 .8 >{
1070 Legend
WS Q50
1065
WS QBKF
1060 Ground
o
g ".4 Bank Sta
ca
w 1055
1050- or,
?
1045
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
43
1070 •8 >j< .03 - 8
Legend
1065 WS 050
WS QBKF
o
1060 Ground
o Bank Sta
ca
w 1055-
1050-
1045,
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
42
1070 •8 >!( .03 .8
Legend
.
WS 050
1065
WS QBKF
_t-
1060 Op Ground *~O
s % Bank Sta
%
CZ$
w 1055 .%
?+Y
1050
s r
1045 •t•
0 100 200 300 400
Station (ft)
0
0
0
A
Q
u
0
a
Q
d
Q
4
0
n
0
a
0
0
1070-
1065-
1060-
1055-
ca w 1050-
1045-
1040
0
1070-
1065-
1060
c
0
ro
1055
to
1050
1045
0
1
1
c 1
0
>
°) 1
ED
0
Down All Run Plan 02 217/2000
41
.8 .03 ; 8
Legend
WS 050
r WS QBKF
¦
° Ground
Bank Sta.
1-rr
100 200 300
Station (ft)
Down All Run Plan 02 217/2000
40
100 200 300
Station (ft)
Down All Run Plan 02 217/2000
39
400
Legend
.
WS Q50
WS QBKF
_t-
Ground
O
Bank Sta
400
.8
Legend
WS 050
WS QBKF
0 Ground
Ip
jr Bank Sta
y
r
d
0
¦
400
100 200 300
Station (ft)
1
1
1060
C
0
ca
>
w 1055
1050-
1045
0
Down All Run Plan 02 217/2000
38
8 >if( .03 ->
100
.8
Legend
?r¦? WS 050
dr WS QBKF
Ground
O
Bank Sta
¦
200 300 400
Station (ft)
Down All Run Plan 02 217/2000
37
.03- .8 >{
Legend
WS Q50
•
WS QBKF
Ground
O
Bank Sta.
1070-< .8
c
0
M
W
400
1
1
1
c
0
m 1
W
0
Legend
WS 050
WS QBKF
Ground
O
Bank Sta
0 100 200 300
Station (ft)
Down All Run Plan 02 2/7/2000
36
100 200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
35
1065 .8 .03 - ; .8 '
?..? Legend
WS 050
1060" 0
D
WS QBKF
1055 G round
- 0
o Bank Sta
cla
m 1050-
1-U
-------
1045-
10401. 0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/712000
34
1058 8 .03 .8
Legend
1056 •
WS 050
1054 WS QBKF
1052 Ground
o
°- 1050 Bank Sta
ca_
Fu 1048-
1046-
1044-
1042
0 100 200 300 400
Station (ft)
Down All Run Plan 02 21712000
33
8 ? .03 3 -
Legend
Legend
1054 WS Q50
1052 WS QBKF
Ground
0 1050 o
.0 Bank Sta
Q', 1048 • .SST
w ?
1046 ?¦? ??'-? O ;
1044-
1042i
•
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2!712000
32
.8 >;t- .03 - 8
1058 Legend
1056 ¦?? WS 050
1054 WS QBKF
1052 Ground
0
°- 1050 Bank Sta
ro
w 1048
1
1046 ,
a
1044 -1
t ¦
1042
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
31
1065 •8 )j .03>;( .8 A
Legend
1060 WS Q50
WS QBKF
Ground
1055
0
o Bank Sta
ca
w 1050-
1045 0
1040
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
30
1065 .8 .03 ; .8
Legend
WS Q50
1060
WS QBKF
1055 mQrf Gr o nd
o Bank Sta
m
w 1050
1045--?-? ••? '? o'+
? r
1040
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/7/2000
29
8 *-.03- ; •8
1065 ? Legend
Yom- •
WS 050
1060 1"
WS QBKF
1055 Ground
o Bank Sta.
w 1050
1045-6???_+r?¦?
1040 --r- -r- T -T-?
0 100 200 300 400
Station (ft)
Down All Run Plan 02 2/712000
28
1070 .8 .03 - .8
Legend
1065 WS Q50
WS QBKF
1060
Ground
0
1055 Bank Sta.
cu -
w 1050
1045 s?__ ??
1040 T T T T -,
0 100 200 300 400
Station (ft)
Down All Run Plan 02 217/2000
27
1070,.x.0 .8
-8 Legend
1065WS Q50
WS QBKF
1060 Ground
O
1055 Y.?-•'r Bank Sta
t4
w
1050
1045-A-`-
1040 15 --, - - ?- T -r- - ,
50 100 150 200 250 300 350 400
Station (ft)
0
a
a
0
a
D
D
D
0
0
a
a
0
0
0
0
Q
a
0
1070-
1065-
1060-
'7'
c 1055
0
m 1050
W
1045-
1040-
1035-1-
0
1070-
1065-
1060-
c 1055-
.2
m 1050
w
1045-
1040
1035
0
1070-
1065-
1060
c 1055-
ca
050-
a 1
w
1045-
1040-
1035
0
?*.03
Down All Run Plan 02 2/7/2000
26
.8
Legend
WS 050
WS QBKF
Ground
O
Bank Sta
50 100 150 200 250
Station (ft)
Down All Run Plan 02 2/7/2000
25
1. K03 .8
50
IF nq
Legend
.
WS 050
WS QBKF
-f-
Ground
O
Bank Sta
100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 2/712000
23
.8
Legend
WS Q50
WS QBKF
-t-
Ground
a
Bank Sta
300 350
50 100 150 200 250 300 350
Station (ft)
0
0
0
0
0
d
0
D
Q
Q
a
0
0
0
0
n
0
0
Down All Run Plan 02 2/7/2000
22
1070 8 .03 .8 >1 Legend
1065 WS Q50
1060WS QBKF
Ground
0 1055
Bank Sta
.m
U 1050
w
1045-
1040-
1035 ¦
0 50 100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 2/7/2000
21
1070 1(-.03 - ' .8
g Legend
1065 WS 050
1060 WS QBKF
-?-
Ground
0 1055
Bank Sta
ro
© 1050
w
1045 .
?rr
Q
1040
1035
0 50 100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 217/2000
20
1065 {-.03 .8
Legend
,r •
1060 WS 050
r
WS QBKF
1055 °
.. Ground
o
°- 1050 Bank Sta
> rr•
W ?r
1045
4
1040-
1035
0 50 100 150 200 250 300 350 400
Station (ft)
1
1
1
c
0
i9 1050-
LU
1045 -
1040-
1035--
50
c
0
Q
100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 2/7/2000
18
I k nil; f .8
Legend
4
WS 050
WS QBKF
Ground
0
Bank Sta.
400
Legend
•
WS Q50
WS QBKF
Ground
0
Bank Sta
W
1
1
1
c
0 1050-
as
m
W
1045-
1040
1
50
Legend
WS Q50
WS QBKF
¦
Ground
0
Bank Sta
Down All Run Plan 02 2R12000
1s
50 100 150 200 250 300 350 400
Station (ft)
Down All Run Plan 02 217/2000
17
100 150 200 250 300 350 400
Station (ft)
0
a
a
0
a
0
0
0
a
0
a
a
a
0
0
0
0
1
1
1
C -
O 1055
ro
> 1
w
1045-
1040t
1
50
100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 2/7/2000
15
? &J<- .03 .8
Legend
WS Q50
WS QBKF
.
Ground
0
Bank Sta
4UU
1070-
1065-
1060
c 1055-
.9
as
m 105
W
1045-
1040-
1035--
0
1070
1065-
1060-
1055-
c
0
1050
a?
w 1045-
1040-
1035-
1030
0
50 100 150 200 250 300 350
Station (ft)
Down All Run Plan 02 217/2000
- 14
50 100 150 200 250 300 350
Station (ft)
Legend
.
WS Q50
WS QBKF
Ground
0
Bank Sta
4U0
Legend
WS Q50
WS QBKF
¦
Ground
0
Bank Sta
400
Down All Run Plan 02 2/7/2000
16

1070
1065-
1060-
1055
0
> 1050-
LU
1
1040
1035
0
1070-
1065-
1060-
1055-
c
'° 1050
m
w 1045-
1040-
1035-
1030
0
1070-
1065-
1060-
1055-
C
0 1050
a?
W 1045-
1040-
1035-
1030--
0
Legend
•
WS Q50
WS QBKF
_t-
Ground
0
Bank Sta
50 100 150 2UU 25u auu Sou 4Ui
Station (ft)
Down All Run Plan 02 217/2000
12
tf .8 x.03 ? .8 ?
Legend
WS Q50
WS QBKF
Ground
0
Bank Sta
Legend
•
WS 050
WS QBKF
Ground
0
Bank Sta
50 100 150 200 250 300 350 400
Station (ft)
Down All Run Plan 02 217/2000
11
-1
Down All Run Plan 02 217/2000
13
14 a?cnz' S ?'
50 100 150 200 250 300 350 400
Station (ft)
0
0
D
0
0
D
0
0
a
a
0
0
4
0
0
0
U
0
D
1070-
1065-
1060-
1055-
c
0
'ZZ 1050-
M 1045-
1040-
1035-
1030t
0
1070-
1065-
1060-
1055-
C:
°- 1050-
0
w 1045-
10401
1035
1030
0
1070-
1065-
1060-
1055
_ c
0 1050-
C.j
a?
W 1045-
1040
1035
1
0
Legend
WS Q50
WS QBKF
Ground
0
Bank Sta
Legend
WS Q50
WS QBKF
¦
Ground
0
Bank Sta
50 100 150 200 250 300 350 400
Station (ft)
Down All Run Plan 02 2/712000
s
k&*-.03
Legend
WS Q50
WS QBKF
Ground
0
Bank Sta
50 100 150 200 250 300 350 400
Station (ft)
Down All Run Plan 02 217/2000
8
L n?L nn-' A J
Down All Run Plan 02 2/7/2000
10
?.?-.03 8
A
50 100 150 200 250 300 350 400
Station (ft)
0
0
a
0
a
a
0
0
0
0
a
a
0
0
D
0
D
D
0
1
1
1
0
0
> 1
ID
LLJ
10351
1030
0
1065
1060
1055
1050
0
0) 1045
W
1040
1030+
0
1060-
1055-
1050-
0
1045
a?
w 1040-
1035
1030
0
50
K8*.03
Legend
WS Q50
WS QBKF
Ground
0
Bank Sta
100 150 200 250 300 350 400
Station (ft)
Down All Run Plan 02 2/7/2000
6
A
50 100 150 200 250 300 350 401
Station (ft)
Down All Run Plan 02 2/7/2000
5
KG>.03 .8 >1
Legend
WS 050
WS QBKF
.
Ground
0
Bank Sta
Legend
WS 050
WS QBKF
Ground
0
Bank Sta
Down All Run Plan 02 217/2000
7
1(8.03 .8
50 100 150 200 250 300 350 400
Station (ft)
0
0
a
0
a
0
a
0
0
Q
0
0
D
0
fl
0
0
0
D
1
1
1
100 150 200 250 :iuu
Station (ft)
Down All Run Plan 02 2/7/2000
3
.8
35U
Legend
WS Q50
WS QBKF
Ground
0
Bank Sta
c
0
m 1040t
iw
1035t
1030
50
?.8?<.03
1055
1050-
1041
c
0
1
W 1040

¦
rr
¦
50 100
1048-
1046-
1044-
1042-
1040-
c _o
038-
(D 1
aD
LU
1036-
10341
1032
1030
50
100
150 200 250 300
Station (ft)
Down All Run Plan 02 2/7/2000
2
a
150 200 250 3U0
Station (ft)
350
35U
4UU
Legend
1 WS 050
¦ WS QBKF
Ground
0
Bank Sta
400
Legend
WS 050
WS QBKF
_t-
Ground
0
Bank Sta
4UU
Down All Run Plan 02 2/7/2000
4
0
a
a
a
a
0
a
0
0
0
0
1048-
1046-
1044-
1042
0 1040
1038
w 1036-
1034-
1032-
1030--
50
Down All Run Plan 02 217/2000
1
1. K.03,;-E .8
8
100 150 200 250 300 350
Station (ft)
Legend
WS 050
WS QBKF
a
Ground
0
Bank Sta
400
0
D
a
Appendix F
Site Photos
D
5
a
a
Reference Reach
Glade Creek
0
0

t
1

Project: Payne Dairy Farm Prepared by: Wit Welhelm.
Kimley-Horn Title: Reference Reach Glade Creek Job Number: 011795000
101111111 and Associates, Inc,
Sheet I of 4
#I -Looking downstream at STA 0+00

1
Kimley-Horn
I, and Associates, Inc.
C
Project: Payne Dairy Farm
Title: Reference Reach Glade Creek
#2 - Looking upstream at STA 2+25
Prepared by: Wit Welhelm.
Job Number: 011795000
Sheet 2 of 4

Project: Payne Dairy Farm
L7 Kimley-Horn Title: Reference Reach Glade Creek
= F1 and Associates, Inc.
#3 - Looking downstream at STA 1+30
Prepared by: Wit Welhelm.
Job Number: 0 t 1795000
Sheet 3 of q
M KimleyHorn
\' = I, and Associates, Inc.
Project: Payne Dairy Farm
Title: Reference Reach Glade Creek
#4 - Looking upstream at STA 1+30
Prepared by: Wil Welhelm.
Job Number: 011795000
Sheet 4 of 4
Upstream Segment
Jumping Run
North of SR 1614
Project: Payne Dairy Farm Prepared by: Will Wilhelm.
p M Kimley-Horn Title: Upstream Segment - Jumping Run Job Number:
= " and Associates, Inc. 011795000
Sheet 1 of 4
#1 - Cattle have unlimited access to stream
#2 - Cattle in stream with vertical banks and no riparian vegetation.
Project: Payne Dairy Farm
Prepared by: Will Wilhelm.
E_„ KimleyHorn Title: Upstream Segment - Jumping Run Job Number: 011795000
and Associates, Inc.
Sheet 2 of 4
#4 - Cattle crossing upstream of SR1614 - looking upstream
#3 - Typical banks with cattle disturbance (foreground) and vertical undermined banks (background)
Project: Payne Dairy Farm Prepared by: Will Wilhelm.
CM„ Kimley-Horn Title: Upstream Segment - Jumping Run Job Number: 011795000
and Associates, Inc.
Sheet 3 of 4

ask .??? I.
t , 7.
`•
i

#6 - Bank disturbance from cattle (typical).
#5 - Chanalized section of stream. Relic channel background.
11

11

Downstream Segment
Jumping Run
East of SR 1605
Project: Payne Dairy Farm Prepared by: Will Wilhelm.
C:? and As M F1 and As-Hornsociates, Inc Title: Downstream Segment - Jumping Ru4ob Number: 011795000
.
Sheet 1 of 3
'x

R1 - 1 -L-ina rnnctrPnm at QR 1AO;

11
#2 - Looking upstream - bedrock present.
Project: Payne Dairy Faun Prepared by: Will Wilhelm.
Kimley-Horn Title: Downstream Segment - Jumping Rudob Number: 01 l 795000
and Associates, Inc.
Sheet of 3

#3 - Cattle crossing just downstream of SR 1605. Looking downstream through Culvert under SR 1605.
#4 - Bank erosion (typical)
Project: Payne Dairy Farm Prepared by: Will Wilhelm.
Kimley-Horn
and Associates, Inc. Title: Downstream Segment -Jumping Ruidob Number: 011795000
Sheet ; of ;
95 - Jumping Run downstream of proposed restoration (view I ).
#6 - Jwnping Run downstream of proposed restoration (view 2).