Volunteer Site-Specific Visual Stream

Assessment of 303(d)/305(b) Listed

Streams in the Harpeth

River Watershed

 

 

Conducted by:

Harpeth River Watershed Association

P.O. Box 1127

Franklin, TN  37065

 

Project Team:

Dorene Bolze, Executive Director

John McFadden, Project Director

Polly Nelson, Project Manager

 

 

 

 

 

Project Period

August 2001 – December 2001

 

 

 

Funded by:

Tennessee Department of Agriculture Non-Point Source Program

EPA Assistance Agreement Number:  C9994363-93-2

Contract Number:  GR-02-14290-00

           


PROJECT SUMMARY

for Non-Point Source Prevention and Control

 

In August of 2001 the Tennessee Department of Agriculture’s Non-Point Source (NPS) Program contracted with the Harpeth River Watershed Association to conduct a volunteer visual stream survey along 303(d)/305(b) listed streams in the watershed in order to identify specific sources of pollutants to these streams.  The purpose of this assessment is to help the NPS program, other federal and state agencies, and other entities prioritize where to focus efforts to implement best management practices (BMPs) with the overall goal to improve the water quality of these stream segments.  Thus, ultimately these segments could be removed from the 303(d)/305(b) list.

 

Project staff modified several existing visual protocols developed by the U. S. Environmental Protection Agency, U.S. Tennessee Valley Authority and U.S. Department of Agriculture, Natural Resources Conservation Service to create the protocol utilized in this assessment.   The protocol combined qualitative and quantitative components relative to physical water characteristics and habitat components.  A training session was held, including classroom and field instruction, in which participants discussed and conducted the protocol for the visual stream assessment at two sites that rated both high and low in habitat quality.

 

Volunteers surveyed and photographed 217 sites along all 303(d)/305(b) listed streams and many unassessed streams in the Harpeth River watershed.  The quantitative component of the protocol involved scoring 8 characteristics for a possible total score of 42 for high quality habitat.  Based on the total score for each site, 109 sites scored above 30.  Forty-six sites scored between 26 and 30; 19 between 21 and 25, and 14 sites between 16 and 20.  Finally, 17 and four sites scored between 11 and 15, and between 6 and 10, respectively.  One hundred twenty-one (right bank) and one hundred seventeen (left bank) sites scored poor for the riparian zone (< 10’).  The majority of bank stability scores were in the excellent range, however 42 (left bank) and 36 (right bank) sites scored in the good range, 29 and 36 in the fair range and 10 and 9 in the poor range.  With regard to canopy cover, 54 sites scored excellent, 39 scored good, 52 scored fair, while 65 scored poor. Invertebrate habitat was rated as excellent at 131 sites, while 37 sites scored good, 12 sites scored fair, and 16 sites scored poor.  For sedimentation in riffle and pool habitat, 125 sites scored excellent, 36 sites good, 13 sites fair and 6 sites scored poor.  One hundred thirty-three sites scored excellent for water appearance, while 43 sites scored good, 13 fair, and three poor.   One site scored in the poor range for nutrient enrichment, while 15 scored fair, 50 good and 118 in the excellent range.   Twelve sites were rated in the poor range for channel condition, 31 sites scored fair, 68 good and 98 excellent.

 

This visual stream assessment identified at least 48 sites that appear to be examples of gross conditions that represent sources of water quality degradation.   However, volunteers did not collect water quality data such as physical/chemical measures or benthic macroinvertebrates.  These 48 sites, listed in Table 12, represent sites with clear water quality related problems and priority opportunities for the implementation of BMPs.  Riparian zone impacts appear to play a large part in water quality impairment, and bank instability was identified as an important source of sediment in the Harpeth River watershed. Volunteers scored over 100 sites as having severely impaired (< 10’) riparian zones and pictures confirmed that many sites had no riparian zone.  Eighty plus sites were scored by volunteers as sub-optimal for bank stability. These data are corroborated by the recent assessment by TDEC (Denton et al. 2000).

 

Given the nature of non-point source water pollution, natural resource agencies would have spent countless dollars surveying the 303(d) listed streams to identify these sites.  In fact, the volunteers spent over 550 hours carrying out the visual stream assessment survey.  Based on this study, volunteers can make gross problem identification cost-effective and can help natural resource managers target limited staff time to gross problem areas.  This may help natural resource agencies in developing successful strategies for finding, documenting and addressing opportunities for water quality enhancement along 303(d) listed streams.  In addition, the approach should lead to the removal of the streams or segments from the 303(d) list in that this approach helps to prioritize where to focus efforts for BMPs.

 

The protocol designed in this study is worth modifying for use elsewhere both in the Harpeth River watershed and in other priority areas in the state.  In addition, important next steps include making water quality improvements by implementing BMPs in targeted areas identified in this study and assessing water quality improvements with further water quality testing that is site-specific.  Because of the sizeable HRWA volunteer base, it would be possible to design a volunteer based approach that would be cost effective and enable the assessment of stream recovery.  Such site-specific assessments of BMPs and water quality testing can also be a part of TDEC’s watershed management plan for the Harpeth and the development and implementation of the TMDLs that the EPA and TDEC are drafting for the Harpeth for both sediment and nutrient enrichment/Dissolved Oxygen.   In addition, municipalities responsible for implementing the Phase II MS4 permit for stormwater are priority partners in the next phase in order to implement solutions to reduce flashing and to manage in-stream flow rates at more natural conditions.  Such next steps should be designed and carried out in cooperation with the relevant federal and state natural resources agencies, municipalities, landowners, and businesses.


ACKNOWLEDGEMENTS

 

            The visual stream assessment of the Harpeth River watershed would not have been possible without the willingness of so many people to contribute their time, expertise, and energy to this project.  The success of this project in covering all the 303(d)/305(b) streams and many unassessed segments is a real testament to the dedication of the Harpeth River Watershed Association members who volunteered for this project.   Many visual stream assessment volunteers have training in environmental engineering, geology, biology, though it was not required and many did not.  All the volunteers were vital to the success of this assessment and are recognized below.  Specifically the project team would like to recognize Harlin Parmer and Ed Snyder for their enthusiasm and interest.  Together they surveyed over 1/3 of all the sites.  The project staff is also extremely grateful for Joel Emerson’s commitment to designing and assisting in the use of the Microsoft Access database.   In addition, Ed Snyder and Robin Page were valuable help in entering the field data into the database. 

 

            John McFadden would like to specifically note the valuable input and review of Jimmy Smith at TDEC, Jeff Powell of the USGS, and Don Green of the NPS program in the design of the protocol for this visual stream assessment.  Polly Nelson, the project manager, was truly invaluable to the management of this project, the database, and compilation of Appendix III of this report.  Not least at all, Dorene Bolze would like to recognize Mike Walton, the HRWA Board President for his donation of the office space, his interest and involvement in this study, untiring support for the organization, and willingness to jump in and take on whatever needed to be done.  

 

 

Visual Stream Assessment Volunteers:


Robert Aycock

Ran Batson

Jeff Barrett

Dorene Bolze

Jill Brown

Lori Canale

Joel Emerson—Database designer

Mitch Hampton
Chuck Kerr

Richard Lockwood— Board Director

Cooper Magli

Mark McEntire

Phillip Morgan

Polly Nelson

Robin Page
Harlin Parmer

John Ryman

Vic Scoggins

Ed Snyder

Mike Walton—Board President

Russ Wharton

Charlie Wilkerson

Dave Wilson—manager of the joint Cumberland River Compact/HRWA sediment study


 

 


 

TABLE OF CONTENTS

I.  Introduction

            Project Objective and History

Harpeth River Watershed Association

Significance of the Study

General Watershed Description

 

II.  Methods and Materials

            Visual Assessment Survey Protocol

            Training

            Site Selection

            Data Management

            Visual Stream Assessment Database

            Quality Assurance

Quality Control

 

III.   Results and Discussion

Specific Findings

            Land Use

            Erosion

Stream Visual Assessment Scores

            Opportunities for Water Quality Improvements

           

IV.  Recommendations, Suggestions for Further Work, and Conclusions

            Modifications to the Visual Stream Assessment Protocol

            Next Steps

 

V. Outputs

 

VI.  References

 

Appendices:

 

Appendix A-Protocol: Instructions and Sample Field Data Sheet

Appendix B-Quality Control Methods and Results

Appendix C-Visual Stream Assessment Data

Photographs of each site

Topographic maps showing site locations

Table of Streamside land use at each site

Table of Stream Visual Assessment Scores

Appendix D- CD-ROM with Database and Photographs


I.  INTRODUCTION

 

Project Objective and History

 

In August of 2001, the Harpeth River Watershed Association (HRWA) received a $19,000 grant from the Tennessee Department of Agriculture’s Non-Point Source Program from funds via the Environmental Protection Agency (EPA) to conduct a volunteer site-specific visual stream assessment.  The goal of the project was to identify specific sites along 303(d)/305(b) listed streams that may be contributing pollutants associated with the Tennessee Department of Environment and Conservation’s (TDEC) findings of impairment.  The objective was that this assessment would help the NPS program, other federal and state agencies, and other entities prioritize where to focus efforts to implement best management practices (BMPs) with the overall goal to improve the water quality of these stream segments to the point that these segments can be removed from the 303(d)/305(b) list.

 

Harpeth River Watershed Association

 

The HRWA was founded in late 1998, and currently has approximately 100 members, and a full-time paid Executive Director as of July 2001.  The organization’s mission is to preserve and re-build the ecological balance of the Harpeth River, its tributaries and its watershed.  This mission is accomplished using a cooperative based approach working with many of the stakeholders in the watershed to provide information, training, and activities that will enhance areas in the watershed.  This includes, but is not limited to working with municipalities, developers, citizens, agricultural landowners, businesses, and industries located in the watershed. 

 

Significance of the Study

 

This study is significant for several reasons. 1) This is the first time volunteers have been used to identify specific sites causing impairment along 303(d) listed streams in Tennessee. 2) The study has identified numerous sites that are contributing specific pollutants to impaired waters, as identified by the 303(d) list/305(b) reports. 3) The study identified specific sites that could be considered first priorities for the implementation of BMPs.  4) The study will help natural resource managers determine the effectiveness of volunteer data collection for purposes of the overall goal of achieving improvements in water quality. 5) TDEC and other agencies lack the necessary resources to identify specific sites, hence the value of using volunteers for this purpose.    

 

General Watershed Description

 

The Harpeth River watershed covers six counties including Cheatham, Davidson, Dickson, Hickman, Rutherford, and Williamson.  The current population in the watershed is approximately 200,000 and is projected to increase to 304,000 or 53 % by the year 2020 (Cumberland River Compact, 2000).   The watershed covers a land area of approximately 870 square miles and includes 1,129 stream miles (Denton et al., 2000).  According to TDEC’s 2000 305(b) report, The Status of Water Quality in Tennessee, 52 % of the surveyed stream miles fully support designated uses such as recreation or fish and aquatic life, 17 % partially support designated uses, 4 % do not support designated uses and 27 % were not assessed.  In addition, TDEC identified sediment from land development and loss of riparian habitat as the primary causes of impairment in the watershed.   Other activities causing pollution included urban runoff, storm water runoff, landfills, industrial point sources, municipal point sources and agriculture (Denton et al., 2000).  

 

Historically, the majority of land in the watershed has been used for agricultural purposes.   However, the landscape and uses are shifting dramatically toward residential and commercial development along two interstate corridors (Cumberland River Compact, 2000).   Many cities exist within the watershed including Bellevue, Brentwood, Charlotte, Dickson, Eagleville, Franklin, Kingston Springs, Pegram, and White Bluff.  The growth of these areas increases impervious surfaces such as parking lots and other structures.  This increases runoff volume and velocity and results in new hydrologic forces, which have varying effects on the watershed, including increased erosion, sedimentation, and loss of habitat. 

 

II.  METHODS AND MATERIALS

 

This study involved designing a standard methodology, called the visual stream assessment protocol, for volunteers to use to visually assess stream habitat.  The study focused initially on the 303(d)/305(b) listed streams in the Harpeth River watershed, but was able to expand to include unassessed streams in select areas.  While the study focused the assessment on these streams, the specific sites on these streams were chosen by the volunteers. 

 

The Project Director is a freshwater water biologist with expertise in volunteer data collection and stream monitoring. The Director designed the protocol, conducted the training sessions, conducted the QA/QC analysis, analyzed the data, and prepared the bulk of the final report.  The Project Manager, an environmental engineer, managed the design and compilation of the database, provided analytical support, prepared Appendix C, and contributed to the final report.  The Executive Director is a conservation policy specialist with over 15 years of professional experience on conservation issues, including the design and management of volunteer scientific monitoring projects.   For this project the E.D. set the overall design of the study with the NPS program, discussed the project with NRCS, TDEC, and other agency and municipal staff, identified the project staff, recruited and managed the volunteer core, prepared the final report, and handled all grant administration. 

 

TDEC staff in the Division of Water Pollution Control involved in watershed management and monitoring were contacted at the beginning of the study to get their input and advice on how best to gather data for their various purposes and to conduct the study.  Similarly each District Conservationist (DC)  of NRCS in which the watershed resides was contacted, in this case with a formal letter and copy of the protocol.  The DCs were specifically consulted for advice on how to train volunteers to discuss the project with a landowner and avoid trespassing.  The NRCS was very willing to express support of the study to any landowner that wished to contact them about it.  Also, various municipalities, such as Franklin, were contacted since they are in the process of designing stormwater ordinances and stormwater management plans under the Phase II MS4 permit.  All these entities expressed strong interest in the results of this study.     

 

Visual Stream Assessment Survey Protocol:  (copy in Appendix A)

 

The Visual Assessment Survey protocol used in this study was developed from a number of sources including the Tennessee Valley Authority (TVA) Clean Water Initiative Volunteer Stream Monitoring Methods Manual, U.S. Environmental Protection Agency (USEPA)’s Volunteer Stream Monitoring: A Methods Manual, and U.S. Department of Agriculture (USDA)’s Stream Visual Assessment Protocols.  Portions of the field data sheets from the above sources were used to develop the visual stream assessment protocol for use in this project (see Appendix A for a copy of the protocol).  

 

The visual assessment survey protocol included both qualitative and quantitative data collection relative to physical water characteristics and habitat components.  The qualitative portion included information on land use, litter, erosion and special problems such as algal blooms.  The quantitative sections included information on riparian zone, bank stability, canopy cover, invertebrate habitat, sedimentation, water appearance, nutrient enrichment, and channel

           

The protocol is included in Appendix A and was designed with eight sections.  The sections include 1) general information such as name and contact information of the volunteers, 2) weather data, 3) land uses, 4) other information including litter, erosion and special problems, 5) pictures and descriptions, 6) comments, 7) sketch of site, and 8) stream visual assessment scores.  The latter includes eight characteristics that were scored 1 through 5 for the riparian zone and 1 through 4 for all the other characteristics.

 

The Stream Visual Assessment Score (SVAS) in the protocol was patterned after the USDA’s  Stream Visual Assessment Protocols.  This was modified in an effort to reduce and/or eliminate the need for professional judgment.  This was accomplished primarily by converting scoring criteria into quantifiable measures.  For example, riparian zone was scored based on width, while benthic aquatic habitat was scored based on the number of habitat types present. 

 

Training

 

Project staff designed a training protocol that included both classroom and field components.  The training consisted of a five-hour session in which project goals and objectives, safety, and methodology for the visual stream protocol were covered.  Methods for respecting private property and to avoid trespassing were covered also.  In addition, volunteers and trainers went into the field and sampled two sites utilizing the visual stream assessment protocol.  The sites were chosen to represent both high and low habitat quality ratings.  Lastly, the project director and project manager remained available throughout the duration of the project to assist volunteers and to address any questions or concerns that arose.

 
Site Selection
 
Rivers and streams surveyed within the watershed were chosen based on the 303(d)/305(b) list prepared, by TDEC’s Division of Water Pollution Control.  Volunteers drove, walked and/or canoed sections of the watershed to find specific sites.  General guidance was provided during training and included two basic ideas.  These were to 1) plan a route through the watershed along roads, trails etc. prior to the survey and 2) view the stream and a particular site from as many different locations or angles as possible.   Volunteers were given a set of applicable USGS 7.5 minute series topographical maps (USGS topo maps), and a county road map.  Sites were identified and marked on the USGS topographic maps.   Because there has been so much development and new road systems built in areas of the watershed since the USGS topo maps were prepared, volunteers also were provided with county road maps.

 

Data Management

 

Data management was accomplished utilizing the Microsoft AccessÔ Database program.  Each field data sheet for a site was numbered prior to data entry and entered into the database as soon as possible.  The data entry screens were designed to mirror the field data sheets to minimize input errors and to simplify the overall process.  In addition, 10 % of the data were checked to assure accuracy of input.  Finally, data were imported in Microsoft ExcelÔ for statistical analysis and for preparation of charts and graphs. 
 
Visual Stream Assessment Database

 

Volunteers recorded data on Field Data Sheets (see Appendix A), in photographs, and on USGS topo maps.  Data was transferred directly into the database.  Information from data sheets was typed into the database just as it was recorded on the sheets. Occasionally, volunteers gave separate scores for sites where the environment varied significantly from upstream to downstream. In that case, the lowest score was used in the database and this was noted in the corresponding comment field. Photographs were scanned into the computer or copied digitally.  Volunteers located each site on a USGS topo map.  If the volunteer did not record the latitude and longitude of the site on the data sheet, the project manager used the map to find the latitude and longitude on www.topozone.com.

 

Quality Assurance

 

Quality Assurance (QA) generally refers to the management activities designed to ensure data meet established standards with a given level of confidence.  The QA team consisted of the project director, project manager, and the Executive Director of the HRWA.  In addition, staff from TDEC, Tennessee Department of Agriculture (TDA), and U.S. Geological Survey (USGS) were consulted to assist in the design of the overall protocol. 

 

Quality Control

 

Quality Control (QC) addresses error control in the collection of field data, laboratory analysis and data management.  QC defines specific techniques that will be used to control for or identify errors in the data set.  The sites (n=181) were stratified by volunteer, and ten percent from each were randomly chosen for duplicate sampling by the project director.   The QC sampling included only streamside land use, qualitative measures for erosion and the SVAS.   QC measures calculated from this data included measures of precision, and accuracy.  In addition, percent comparability was calculated.  See Appendix B-Quality Control Methods and Results, for a description of each QC measure. 

 

Quality assurance measures included training volunteers to use the visual stream assessment protocol and data management activities.  Quality control was accomplished utilizing internal duplicate sampling.  This was accomplished with built in redundancy and by professional assessment of 10 % of sites.  From this data measures of precision, accuracy and percent comparability were calculated (see below). 

 

III.  RESULTS and DISCUSSION

 

Twenty-one volunteers surveyed a total of 217 sites in the Harpeth River watershed.  This assessment covered every 303(d)/305(b) stream and many unassessed stream segments.  The ability of this assessment to achieve such wide coverage is the result of the dedication of the large number of volunteers, and the major efforts of two volunteers that together surveyed over 1/3 of the total sites.

 

The major product of this study is the Visual Stream Assessment Database (Appendix D on a CD-ROM).  All the information gathered during the site visits, including the photographs, are in the Visual Stream Assessment Database.   All the original data is housed in the HRWA office.  Appendix C contains representative pictures of each site, USGS topo maps showing the location of each site, a table of land use at each site, and a table of the Stream Visual Assessment Scores for each site.  Sites in Appendix C are grouped by stream, and streams are in order from the headwaters to the mouth of the Harpeth River. Unnamed tributaries were given descriptive names based on their location, such as Unnamed Tributary Downstream from Arrington Creek.

 

The data from this study was both provided to TDEC during the course of the project and in this final format for several reasons.  Some Field Data Sheets and comments from volunteers appeared to document possible permit violations.  These were submitted to the TDEC Environmental Assistance Center during the course of the study for follow-up site visits by TDEC staff.  The Executive Director also provided suggestions to TDEC’s EAC regarding possible sites to include in the agency’s monitoring program that was conducted this Fall in the Harpeth River watershed as part of its 5-year watershed management cycle.  The final report for this assessment is being submitted to TDEC both for the agency to utilize in its triennial review of its water quality standards and for the preparation of the 2002 303(d) list for the state.

 

Though over 30 volunteers expressed interest in this study, not all of them had the time to commit.  The volunteers were recruited primarily from the HRWA membership using electronic mail and telephone follow-up by the E.D.  A core of the volunteers were already volunteers in the sediment study that is a joint project designed and managed by the Cumberland River Compact.  Yet, volunteers came from the membership who had not participated in a project before.  Also, volunteers came from contacting the membership of other conservation and outdoor groups, such as the Middle TN Fly Fishers Association, the TN Scenic Rivers Association, and Friends of Radnor Lake, and via posting an announcement on several email listservs.

 

Specific Findings:

 

The data indicate several land use practices and stream characteristics that appear to be contributing to TDEC’s findings of water quality impairment in 303(d)/305(b) listed streams.  The project director conducted the Quality Control Analysis using measures of precision (RPD), accuracy, and percent comparability (PC) to document the quality of the data and to help guide resource managers relative to how much confidence they may place in the data.  See Appendix B for the QC methods and results.

 

Land Use

 

The survey identified seven specific types of land use and one catchall category “other” for three different distances from the stream:  streamside, within ¼ mile, and beyond ¼ of a mile from the stream bank edge.   Data on streamside land use found agriculture and forestry at 109 (36 %) sites, while residential land use was noted at 86 (28 %) sites (see Table 1).  “Other” was the next most frequently cited land use at 33 (11 %).  Volunteers identified parkland as the streamside land use at 24 (8 %) sites and commercial land use at 27 (9 %) sites.  Development and construction were identified at 14 (5 %) sites, while industry and mining land uses were reported at 8 (3 %) and 3 (1 %) sites, respectively. 


Erosion

 

Volunteers identified stream bank erosion with both qualitative and quantitative means.  As Table 2 shows, no stream bank erosion was noted at 64 sites (32 %), while occasional stream bank erosion was identified at 103 sites (52 %).  Common stream bank erosion was noted at 32 sites (16 %), and seven sites were identified that had sediment and/or point bars, along with sediment along the margins of streams. 


 
Stream Visual Assessment Scores (SVAS)

 

The Stream Visual Assessment Scores (SVAS) are summed in Table 3 and consist of eight stream characteristics.  Forty-five sites scored between 36 and 42 (42 was the maximum score), while 67 sites had a total score between 31 and 35.   Forty-six sites scored between 26 and 30; 19 sites had total SVAS scores between 21 and 25, and 14 sites scored between 16 and 20.   Finally, 17 and 4 sites scored between 11 and 15, and 6 and 10, respectively.



One of the most alarming sets of data from the SVAS was the numeric scores for the riparian zone as shown in Table 4.  One hundred twenty-one right bank and 117 left bank sites scored in the lowest category for the riparian zone.  This finding is consistent with the findings of TDEC’s Division of Water Pollution Control (Denton et al., 2000).

 

The majority (128 right bank, 129 left bank) of bank stability scores were in the excellent range; however 42 (left bank) and 36 (right bank) scored in the good range, 29 and 36 in the fair range and 10 and 9 in the poor range as shown in Table 5.

 


Bank stability data coupled with the qualitative stream bank erosion data and verified with a picture indicate that perhaps 32 sites are significant contributors or causes of impairment when related to sediment (See Table 12).  TDEC indicates that 36 out of 42 stream segments are impaired, at least, in part as a result of sediment (Denton et al., 2000).  

 

Canopy cover was also assessed utilizing the SVAS.  As shown in Table 6, 54 sites scored excellent, 39 scored good, 52 scored fair, while 65 scored poor.  This data must be viewed in relation to the size of the stream, as the main stem of the Harpeth would not be expected to have as large of a percent shading (canopy cover) as a small headwater stream. 


 

Overall, the invertebrate habitat was rated as excellent, with 131 sites scoring four or excellent on the SVAS. This is shown in Table 7.  Thirty-seven sites scored good, 12 sites scored fair and 16 scored poor. 


Riffle and pool sedimentation results are presented in Table 8.  One hundred twenty-five sites scored excellent, while 36 sites scored good.  However, 13 sites scored fair and 6 sites scored poor.  This data coupled with the qualitative stream bank erosion information, and the quantitative bank stability data indicate that nine sites are adding significant amounts of sediment and may be contributing to impairment (See Table 12).


 


One hundred thirty-three sites scored excellent on the SVAS for water appearance, while 43 sites scored good as shown in Table 9.  Thirteen sites scored fair, while three sites scored poor for water appearance/characteristics.  Data for nutrient enrichment are presented in Table 10.  One site scored in the poor range for nutrient enrichment, while 15 sites scored in the fair range, 50 in the good range and 118 in the excellent range.  This data, coupled with the pictures, indicate that 15 sites are problematic regarding nutrient enrichment (See Table 12).  


Finally, data for channel condition are presented in Table 11.  Twelve sites were rated in the poor range, while 31 sites were rated in the fair range.  Volunteers assigned 68 sites to the good range and 98 sites to the excellent range.


 

Opportunities for Water Quality Improvements:

 

Volunteers surveyed 217 sites along 303(d)/305(b) listed streams and unassessed streams. They identified as many as 48 sites that appear to be obviously contributing pollutants to the associated aquatic systems.  These 48 sites, listed in Table 12, represent sites of clear water quality related problems and priority opportunities for the implementation of BMPs.  Riparian zone impacts appear to play a large part in water quality impairment, and bank instability was identified as an important source of sediment in the Harpeth River watershed.

 

Table 12 includes sites in the survey database with both common stream bank erosion and a bank stability score of less than four.  In addition, the table includes sites with nutrient enrichment scores less than four. A site was only included in Table 12 if the photographs taken on site confirm scores for bank stability or nutrient enrichment. This table includes five sites from the survey of erosion and habitat quality on the main stem of the Harpeth River that was conducted in May of 2001 by the HWRA board president.



 

 

 

 

 

Table 12-Opportunities for Water Quality Improvements

Form Number

Stream Name

Point on Map

Problem ID

Potential cause

33

Arrington Creek

16

Erosion, Nutrient Enrichment, Riparian Impairment

Livestock Access

45

Big Turnbull Creek

1

Nutrient Enrichment, Riparian Impairment

Mining, Agriculture

108

Burns Branch

3

Erosion, Riparian Impairment

Development

143

Cartwright Creek

1

Erosion, Nutrient Enrichment

Lawn management

144

Cartwright Creek

2

Erosion, Riparian Impairment

Not Apparent

145

Cartwright Creek

3

Erosion, Riparian Impairment

Lawn management

146

Cartwright Creek

4

Erosion, Riparian Impairment

Lawn management

174

Cheatham Branch

3

Nutrient Enrichment, Riparian Impairment

Agriculture, Vegetation Management

115

Donelson Creek

5

Erosion, Riparian Impairment

Utility line, Development

62

Five Mile Creek

5

Nutrient Enrichment, Riparian Impairment

Vegetation Management

70

Flat Creek

9

Erosion, Riparian Impairment

Not Apparent

74

Flat Creek

8

Nutrient Enrichment, Riparian Impairment

Vegetation Management

167

Franklin Area Tributary

10

Erosion, Riparian Impairment

Not Apparent

127

Jones Creek

3

Erosion

Volume and Velocity

128

Jones Creek