SUMMARY
REPORT
2004 KENTUCKY RIVER WATERSHED WATCH
DATA COLLECTION EFFORT
M. McAlister
L. Ormsbee
Prepared for:
The Kentucky River Watershed Watch
By:
The Kentucky Water Resources Research Institute
University of Kentucky
Lexington, Kentucky
With Funds Provided by:
The Kentucky River Authority
January 2005
KWRRI
TABLE OF CONTENTS
Chapter 1: Introduction....................................................................................... 1
1.1 Overview.....................................................................................................
1
1.2 Study area..................................................................................................... 1
1.3 Sample data and collection dates.................................................................. 14
1.4 Baseflow conditions....................................................................................
14
Chapter 2: Data Collection and Analysis............................................................ 26
2.1
Physical/Chemical
Field Data....................................................................... 26
2.2
Herbicide
Indicators.................................................................................... 33
2.3
Herbicide
Samples....................................................................................... 34
2.4
Bacteriological
Indicators............................................................................. 36
2.4.1
Total
Coliforms................................................................................ 36
2.4.2
Atypical
Coliforms........................................................................... 37
2.4.3
AC/TC
Ratio................................................................................... 37
2.4.4 Fecal
coliform.................................................................................. 37
2.5
Bacteriological
Sampling.............................................................................. 38
2.5.1 Synoptic
Fecal Coliform.................................................................. 38
2.5.2 Follow-Up
Fecal Coliform............................................................... 38
2.6
Physical/Chemical
Sampling......................................................................... 53
2.7
Nutrients..................................................................................................... 59
2.8
Nutrient
Sampling........................................................................................ 60
2.9
Metals
Data................................................................................................. 67
Chapter 3: Executive Summary......................................................................... 75
Chapter 4: Focused Sampling for Fecal Coliform............................................... 77
4.1 Eagle Creek Watershed............................................................................... 77
4.2 Middle Fork Kentucky River Headwaters Watershed.................................. 82
4.2 North Fork Kentucky River......................................................................... 87
References.............................................................................................................. 95
LIST OF TABLES
Table 1.1 2004 Kentucky River Watershed Watch
Sampling Sites....................
8
Table 1.2 Basinwide Sampling Data and Collection
Dates...............................
14
Table 1.3 Types and Number of Samples at
Sampling Sites............................
15
Table 2.1 Physical/Chemical Field Data..........................................................
27
Table 2.2 Herbicide Sampling Results.............................................................. 34
Table 2.3 Synoptic Fecal Coliform Sampling
Results.......................................
41
(by station identification number)
Table 2.4 Synoptic Fecal Coliform Sampling
Results.......................................
45
(by concentration level)
Table 2.5 Follow-Up Fecal Coliform Sampling
Results...................................
49
Table 2.6 Data Separation by AC/TC Ratio.................................................... 38
Table 2.7 Chemical Sampling Results..............................................................
54
Table 2.8 Nutrient Sampling Results...............................................................
59
Table 2.9 Metals Sampling Results.................................................................
67
Table 2.10 Stations with Highest Metals
Concentrations....................................
72
Table 4.1 Eagle Creek Focused Sampling – Fecal
Results................................ 78
Table 4.2 Leslie County Focused Sampling – Fecal
Results.............................. 83
Table 4.3 Leslie County Focused Sampling Results.......................................... 84
Table 4.4 Upper North Fork Focused Sampling –
Fecal Results...................... 89
Table 4.5 Upper North Fork Focused Sampling
Results.................................. 93
LIST OF FIGURES
Figure 1.1 Kentucky River Basin........................................................................ 2
Figure 1.2 Kentucky River Basin and Sub-Basins............................................... 3
Figure 1.3 Kentucky River Lower Basin............................................................. 4
Figure 1.4 Kentucky River Middle Basin............................................................ 5
Figure 1.5 Kentucky River Upper Basin............................................................. 6
Figure 1.6 Kentucky River Watershed Watch
Monitoring Sites........................... 7
Figure 1.7 Kentucky River USGS Gaging Stations............................................ 22
Figure 1.8 North Fork Kentucky River............................................................. 23
Figure 1.9 Middle Fork Kentucky River........................................................... 23
Figure 1.10 South Fork Kentucky River............................................................. 24
Figure 1.11 Lock and Dam #10......................................................................... 24
Figure 1.12 Lock and Dam #2........................................................................... 25
Figure 2.1 Herbicide Sampling Locations.......................................................... 35
Figure 2.2 Kentucky River Basin Synoptic Fecal
Coliform Counts..................... 39
Figure 2.3 Follow-Up Fecal Sampling Locations............................................... 40
Figure 2.4 Physical/Chemical Sampling Locations............................................. 53
Figure 2.5 Kentucky River Basin Nitrate
Concentrations > 10 mg/L.................. 62
Figure 2.6 Kentucky River Basin Phosphorus Sites
> 1.0 mg/L......................... 63
Figure 2.7 Kentucky River Basin Sulfate Sites >
250 mg/L................................ 64
Figure 2.8 Kentucky River Basin Metal Sampling
Locations.............................. 66
Figure 4.1 Eagle Creek Focused Sampling Sites............................................... 77
Figure 4.2 Leslie County Focused Sampling Sites............................................. 82
Figure 4.3 Letcher County Focused Sampling Sites........................................... 88
CHAPTER I: INTRODUCTION
1.1 Overview
This report documents the results of the 2004 Kentucky River Watershed Watch sampling effort, which was supported by a grant from the Kentucky River Authority, Eastern Kentucky PRIDE, Bluegrass PRIDE, Virginia Environmental Endowment, and Brown Forman and Bluegrass PRIDE. Results from previous years sampling can be found at www.uky.edu/OtherOrgs/KRWW.
The Kentucky River Watershed Watch is a volunteer organization affiliated with the Kentucky Waterways Alliance with the following goals:
1.
To
provide current data on general water quality conditions to local stream based
organizations working to protect their watershed.
2.
To
provide widespread screening for potential water quality problems to resource
management agencies.
3.
To
provide auxiliary information to assist resource management agencies in meeting
specific operational and management objectives.
4.
To
identify specific impacts to water quality through targeted observations and
measurements.
The sampling effort was conducted so as to be consistent
with the scientific study plan developed by the Kentucky River Watershed Watch
scientific advisory board which describes the monitoring objectives, methods,
parameters, quality assurance, and data management. A copy of the plan and the associated QAPP for fecal analysis can
be accessed through: www.uky.edu/OtherOrgs/KRWW. Detailed sampling results for 2004 are
posted on the project web site at http://nrepcapps.ky.gov/watch/management/
key.htm. All
files associated with the Kentucky River basin begin with the letter “k.”
1.2 Study Area
The Kentucky
River Watershed Watch sampling effort was conducted at 184 different sites
across the Kentucky River Basin. The
Kentucky River Basin extends over much of the central and eastern portions of
the state and is home to approximately 710,000 Kentuckians. The watershed includes all or part of 42
counties and drains over 7,000 square miles with a tributary network of more
than 15,000 miles. A map of the
watershed with the associated counties is shown in Figure 1.1. For the purpose of watershed management, the
River Basin has been subdivided into smaller sub-basins and watersheds using
the USGS Hydrologic Unit Code (HUC) classification system. A map showing the 8-digit subbasins is shown
in Figure 1.2. A more detailed
description of the 11-digit HUC watersheds is provided in Figures 1.3-1.5. An index of the 184 sampling sites is
provided in Figure 1.6 and Table 1.1.
Figure
1.1 Kentucky River Basin

Figure
1.2 Kentucky River Basin and Sub-Basins
(8-Digit HUCs)

Figure 1.3 Kentucky River Northern
Region (HUC-8 #05100205)

Figure 1.4
Kentucky River Middle Basin

Figure 1.5 Kentucky River Southern Region

Figure 1.6 2004 Kentucky River
Watershed Watch Sampling Sites








1.3 Sample Data and
Collection Dates
Water quality data were collected across the basin at four different times extending through the summer, and fall of 2004. A listing of the sample dates and types of data collected during each sample period is provided in Table 1.2. A summary of the types and number of samples collected at each data collection site is provided in Table 1.3.
|
Type of Data Collected |
Sample Dates |
Sites |
Samples |
|
1. Herbicide |
5/21 – 5/24/2004 |
26 |
26 |
|
2. Synoptic Fecal
Coliform. |
7/9 – 7/13/2004 |
152 |
152 |
|
3. Follow Up Fecal
Coliform |
7/30 – 8/1/2004 |
65 |
65 |
|
4a. Chemical/Nutrients |
9/10 – 9/13/2004 |
128 |
128 |
|
4b. Metals |
9/10 – 9/12/2004 |
34 |
34 |
1.4 Flow Conditions
In order to provide a basis for interpreting the sample results it is important to understand the associated stream conditions during the sampling effort. For example, data collected during low flow or dry conditions may be more indicative of the impact of points discharges while data collected following a storm may be more reflective of the impacts of non-point pollutant discharges. An indication of the stream conditions during the sampling period may be obtained by examination of USGS streamflow records. For the purposes of this study, five separate USGS gauging stations were selected for use in providing an indication of the streamflow conditions during the sampling period. The names, station numbers, and locations of each of these stations are shown in Figure 1.7. Streamflow plots for each station showing the times of the different sampling efforts are shown in Figures 1.8-1.12. (The streamflow values for these tables can be found on the USGS website at http://ky.water.usgs.gov.) The date of the herbicide sampling effort is indicated by a square n , synoptic fecal sampling event by a triangle p , follow-up fecal sampling event by a circle , and the chemical, nutrient and metal sampling effort by a diamond t . As can be seen from the figures, the herbicide and synoptic fecal sampling was conducted during relatively low flow periods, while part of the follow-up fecal sampling as well as the chemical/nutrients and metals sampling was conducted during wetter periods. Additional indicators of flow conditions at each site and sampling date are provided in Table 2.1. Such information can be particularly useful in helping to identify the potential source of high pathogen values.







Figure
1.7 Kentucky River Basin USGS Selected
Gaging Stations






![]()
CHAPTER 2: DATA COLLECTION AND ANALYSIS
2.1
Physical/Chemical Field Data
General physical/chemical
field data (flow, water temperature, pH, and dissolved oxygen) were collected
at each sample site during the four separate basinwide sample periods. A summary of the physical/chemical data
collected during this period is provided in Table 2.1.
Approximately
7 percent of the stations (13 of 184) had reported dissolved oxygen values less
than 5.0 mg/L. A dissolved oxygen value
less than 5.0 mg/L is problematic for aquatic organisms, causing increased susceptibility to environmental
stresses, reduced growth rates, mortality and an alteration in the distribution
of aquatic life. The 13 sampling sites
with 2004 readings less than 5.0 mg/L were:
K036
– Paint Lick Creek, Garrard County
K048
– North Fork Kentucky River, Breathitt County
K054
– McConnell Springs, Fayette County
K125
– Clarks Run, Boyle County
K205
– Kentucky River, Breathitt County
K235
– Knob Lick Creek, Lincoln County
K241
– South Viney Fork, Madison County
K243
– Lake Vega, Madison County
K255
– Dry Run, Scott County
K256
– Lanes Run, Scott County
K314
– Mallard Point Lake, Scott County
K315
– Drake Lake, Scott County
K365 – McConnell Springs, Fayette County
Three of the stations had a
pH value less than 6 or greater than 9.
The average pH value of all samples, 6.5, falls within the neutral range
of between 6 and 9. A pH value less
than 6 signifies acidic conditions in which toxic heavy metals are more
soluble, and therefore more available for uptake by aquatic life. At pH values
greater than 9, toxic ammonia concentrations increase. The three KRWW sites with 2004 readings less
than 6 or greater than nine were:
K224 (pH = 9.5) – Unnamed spring, Woodford
County
K251 (pH = 5.8) – Muddy Creek, Madison
County
K282 (pH = 4.5) – Cane Run, Mercer County
Based on visual observations, the flow rate in the
streams was assessed using the following numerical equivalents:
0
– Dry
1
– Ponded
2
– Low
3
– Normal
4
– Bank Full
5
– Flood







2.2
Herbicide Indicators
Two separate herbicides were
used to evaluate the possibility of potential pollution from rural and/or urban
land uses in the Kentucky River Basin.
The herbicides included Metolachlor and Triazine.
Metolachlor is usually
applied to crops before plants emerge from the soil, and is used to control
certain broadleaf and annual grassy weeds in field corn, soybeans, peanuts,
grain sorghum, potatoes, cotton, safflower, stone fruits, nut trees, highway
right-of-ways and woody ornamentals. It
inhibits protein synthesis; thus high protein crops (e.g. soy) can be adversely
affected by excessive Metolachlor application.
Additives may be included in product formulations to help protect
sensitive crops (i.e. sorghum) from injury.
Metolachlor is highly persistent in water over a wide range of
acidity. At 20◦ Celsius, its half-life is greater than 200 days in
highly acidic water and is 97 days in highly basic water. Metolachlor is moderately persistent in the
soil environment, with observed half-lives of 15 to 70 days. Breakdown rates are mainly dependent on
microbial activity, and are therefore temperature-dependent. Metolachlor is currently unregulated by the
U.S. Environmental Protection Agency, and therefore is not assigned a maximum
contaminant level.
Triazine (or Atrazine) is a
selective triazine herbicide used to control broadleaf and grassy weeds in corn
and other crops, and in conifer reforestation plantings. It is also used as a nonselective herbicide
on non-cropped industrial lands and on fallow lands. Over 64 million acres of cropland were treated with atrazine in
the U.S. in 1990. Atrazine is
moderately soluble in water. The main
route of breakdown is chemical hydrolysis, followed by biodegradation. Atrazine is highly persistent in soil. Chemical hydrolysis followed by microbial
breakdown accounts for most of its degradation in soil. Although hydrolysis is rapid in acidic or
basic soil environments, it is slower at neutral pHs. The EPA’s drinking water standard maximum contaminant level for
Atrazine is 0.003 mg/L (http://www.epa.gov/safewater/mcl.html). EPA's
Office of Water has published a draft ambient water quality criteria document
for atrazine containing acute and chronic criteria recommendations for the
protection of aquatic life in both freshwater and saltwater. The procedures described in the
"Guidelines for Deriving Numerical National Water Quality Criteria for the
Protection of Aquatic Organisms and Their Uses" indicate that, except
possibly where a locally important species is very sensitive, freshwater
aquatic life and their uses should not be affected unacceptably if the one-hour
average concentration does not exceed 350 ug/L more than once every three years
on the average (acute criterion) and if the four-day average concentration of
atrazine does not exceed 12 ug/L more than once every three years on the
average (chronic criterion).
The basic manufacturer of
both herbicides, Metolachlor and Atrazine, is Syngenta Crop Protection. They can be contacted at the following
address, phone number or fax number: Syngenta Crop Protection, P.O. Box 18300;
Greensboro, NC 27409; Telephone:
(919)632-6000; Fax: (919)299-8318 or at www.syngenta.com.
2.3
Herbicide Samples
Herbicide data were
collected at 26 sites during the period 5/21/04 – 5/24/04. The location of each site is shown in Figure
2.1. A summary of the results for the
herbicide data collection effort is provided below in Table 2.2. Eleven of the 26 sites had detectable levels
of one or both of these herbicides, with Triazine registering more often. Site K327 (Ten Mile Creek upstream from
mouth of Arnolds Creek) showed the highest concentration for Triazine, as well
as the only detectable value for Metolachlor.
None of the samples registering a detectable level of Atrazine exhibited
a concentration greater than the EPA’s maximum contaminant level (MCL) of 3.0
micrograms/L or the EPA’s proposed criteria for aquatic life. Detectable levels for Atrazine ranged from a
concentration of 0.06 ug/L to 0.57 ug/L.

Figure
2.1 2004 Kentucky River Herbicide
Sampling
Herbicides detected No herbicides detected![]()

2.4 Bacteriological Indicators
A number of pathogenic (disease
causing) viruses, bacteria, and protozoans can enter a water body via fecal
contamination. Human illness can result
from drinking water or swimming in water that contains pathogens, or from
eating shellfish harvested from such waters.
Unfortunately, direct
testing for pathogens is impractical.
Pathogens are rarely present in large numbers, and many are difficult to
cultivate in the lab. Instead,
microbiologists look for “inidator” species – so called because their presence
indicates that fecal contamination may have occurred. The indicators most commonly used today include: total coliforms,
fecal coliforms, Escherichia coli, fecal streptococci, and enterococci. Each of these bacteria are normally
prevalent in the intestines and feces of warm-blooded animals, including
humans. The indicator bacteria
themselves are not usually pathogenic.
All but E. coli are composed of a number of species of bacteria that
share commons characteristics such as shape, habitat, or behavior; E. coli is a
single species in the fecal coliform group.
There are basically two
methods for analyzing water samples for bacteria:
The Membrane Filter Method involves filtering several
different-sized portions of the sample using filters with a standard diameter
and pore size, placing each filter on a selective nutrient medium in a Petri
plate, incubating the plates at a specific temperature for a specified time
period, and then counting the colonies that have grown on the filter. This method varies for different bacteria types
(variations might include, for example, the nutrient medium type, the number
and types of incubations, the method of incubations, etc.)
The Multiple-Tube
Fermentation Method involves adding specified quantities of the sample to tubes containing
a nutrient broth, incubating the tubes at a specified temperature for a
specified time period, and then looking for the development of gas and/or
turbidity that the bacteria produce.
The presence or absence of gas in each tube is used to calculate an
index known as the Most Probable Number (MPN).
2.4.1 Total
Coliforms
Total coliforms are a group
of bacteria that are widespread in nature.
All members of the fecal coliform group can occur in human feces, but
some can also be present in animal manure, soil, and submerged wood and in
other places outside the human body.
Thus, the usefulness of total coliforms as an indicator of fecal
contamination depends on the extent to which the bacteria species found are
fecal and human in origin. For
recreational waters, total coliforms are no longer recommended as an
indicator. For drinking water, total
coliforms are still the standard test because their presence indicates
contamination of a water supply by an outside source. Total coliforms are indicated in the lab by their ability to
metabolize (ferment) the sugar lactose in an incubator at a temperature of 35C.
2.4.2 Atypical
Coliform
Atypical
coliform are additional colonies that appear on the coliform agar plate without
the greenish metallic sheen and may be further classified as dark red, red or
pink in appearance. By examining the
ratio of the atypical to total coliforms present, a determination of the age
and likely source of the fecal material can be made. This approach to bacteriological testing was only performed on
the follow-up coliform samples and was not conducted during the prior synoptic
testing.
2.4.3 AC/TC
Ratio
Recent
research has shown that an atypical to total coliform (AC/TC) ratio of 4 or
below indicates fresh fecal matter from both humans and animals. Ratios below two are normally characteristic
of raw human sewage. However, samples
taken from agricultural creeks during times when cows were present and actively
defecating into the water have been noted to be below two as well. An AC/TC ratio between five and ten
indicates fecal matter most likely derived from indirect sources of
agriculture. Indirect sources of urban
runoff have been found to have ratios that range between 10 and 20. Impounded urban runoff typically has ratios
between 15 and 25. All ratios increase
with time as the indigenous atypical coliforms proliferate and the fecally
associated total coliforms die off.
AC/TC ratios above 20 indicate aged fecal material from either human or
agricultural sources. (Brion and Mao,
2000)
2.4.4 Fecal
Coliform
Fecal coliforms, a subset of
total coliform bacteria, are more fecal specific in origin. However, even this group contains a genus,
Klebsiella, with species that are not necessarily fecal in origin. Klebsiella are commonly associated with
textile and pulp and paper mill wastes.
Therefore if these sources discharge to your stream, you might want to
consider monitoring more fecal and human-specific bacteria. For recreational waters, fecal coliform was
the primary bacteria indicator until relatively recently, when EPA began
recommending E. coli and enterococci as better indicators of health risk from
water contact. However, fecal coliforms
are still being used in many states, including Kentucky, as the indicator bacteria. Similar to total coliforms, fecal coliforms
are indicated in the lab by their ability to metabolize (ferment) the sugar
lactose in an incubator at a temperature of 44.5 C. The state criteria for fecal coliform are based on the designated
use of the particular stream and may be summarized as follows:
Primary Contact Recreation
(swimming from May 1 thru Oct 31): fecal coliform shall not exceed 200 colonies
per 100 ml as a monthly geometric mean based on not less than 5 samples per
month; nor exceed 400 colonies per 100 ml in 20 percent or more of all samples
taken during the month. [Note: As a
result of the sampling frequency requirement with the first criteria, the state
of Kentucky uses the 400 colonies per 100-ml criteria for classifying streams
in the 305(b) report].
Secondary Contact Recreation (fishing and boating): fecal coliform content shall
not exceed 1000 colonies per 100 ml as a monthly geometric mean based on not
less than 5 samples per month; nor exceed 2000 colonies per 100 ml in 20
percent or more of all samples taken during the month.
Domestic Water Supply: fecal coliform content shall not exceed 2000
colonies per 100 ml as a monthly geometric mean based on not less than 5
samples per month.
2.5 Bacteriological Sampling
Two different sets of fecal coliform sampling were conducted in the Kentucky River basin during the summer of 2004. These included synoptic sampling and follow-up sampling. The results of each sampling effort are discussed in the following sections. During the first (synoptic) test, all samples were analyzed for fecal coliforms using the membrane filter test. During the follow-up testing, all samples were analyzed for both fecal coliform and total/atypical coliform using separate membrane filter tests.
2.5.1 Synoptic Fecal Coliform Sampling
As in past years, a synoptic
round of fecal coliform samples was collected at targeted sample locations
during the month of July. The sample
locations and associated results are shown in Figure 2.2. The individual results for each site are
shown in Table 2.3. A ranking of the
stations by the magnitude of the results is shown in Table 2.4
2.5.2 Follow-Up Fecal Coliform Sampling
Based on the observation of
high readings at 72 of the synoptic sites (i.e., >400 CFU/100 ml), an
additional round of fecal coliform sampling was conducted between 7/30/2004 and
8/1/2004. The sample locations and
associated values are shown in Figure 2.3.
The results of this sampling effort are provided in Table 2.5. Results indicated continuing fecal-related
problems at 52 of 67 (78%) of the re-sampled sites.
In addition to fecal
coliform analyses, the follow-up samples were also evaluated for total coliform
and atypical coliform in order to determine the AC/TC ratio. These ratios are also listed in Table 2.5, and
a summary of the resulting ratios is provided in Table 2.6.
Table 2.3 Data Separation by AC/TC Ratio
|
Category |
AC/TC Ratio |
Description |
# Samples |
|
1 |
AC/TC < 2 |
Fresh, likely human source |
9 |
|
2 |
2 <= AC/TC < 4 |
Fresh, human or ag sources |
0 |
|
3 |
4 <= AC/TC < 10 |
Moderate age, likely indirect ag |
22 |
|
4 |
10<= AC/TC < 20 |
Older, indirect urban |
11 |
|
5 |
AC/TC >20 |
Aged, human or ag sources |
14 |














2.6 Physical/Chemical Sampling
General chemical data
(alkalinity, chlorides, conductivity, total suspended solids, and total
hardness) were collected at all sample locations during the month of
September. The locations of the
sampling sites are shown in Figure 2.4.
The individual results for each sample are shown in Table 2.7.
Alkalinity: Akaline refers to a water sample being basic
(pH>7) while alkalinity is a measure of the capacity to neutralize an acid
(i.e. buffering capacity). Thus, two
samples with the same pH may have differing alkalinity. In most natural water bodies in Kentucky the
buffering system is carbonate-bicarbonate.
Alkalinity is important for fish and aquatic life because it protects or
buffers against rapid pH changes.
Higher alkalinity levels in surface waters will buffer acid rain and
other acid wastes and prevent pH changes that are harmful to aquatic life. Kentucky’s water quality criteria state that
for protection of aquatic life, the buffering capacity should be at least 20
mg/L. If alkalinity is naturally low, (less
than 20 mg/L) there can be no greater than a 25% reduction in alkalinity. During the 2004 KRWW sampling season,
alkalinity values ranged from 48 mg/L (K076, K095) to 1785 mg/L (K314).
Chlorides: Chlorides are
salts resulting from the combination of the gas chlorine with a metal. Fish and aquatic communities cannot survive
in waters with high levels of chlorides.
Public Drinking Water Standards require chloride levels not to exceed
250 mg/L. Criteria for protection of aquatic life require levels of less than
600 mg/L for chronic (long-term) exposure and 1200 mg/L for short-term
exposure. During the 2004 KRWW sampling
season, chloride values ranged from 1 mg/L (K077) to 106 mg/L (K055).
Conductivity: Conductivity
is a measurement of the ability of an aqueous solution to carry an electrical
current. Conductivity measurements are
used to determine mineralization, or total dissolved solids. Indirect effects of excess dissolved solids
are primarily the elimination of desirable food plants and habitat-forming
plant species. For Kentucky, water
quality criteria have been established only for the mainstem of the Ohio River.
The limit is 800 micromhos/cm or 500 mg/L total dissolved solids. During the 2004 KRWW sampling season,
conductivity values ranged from 130 (K076) to 1300 uS/cm (K215).
Total
Suspended Solids: One of the biggest
sources of water pollution in Kentucky is suspended solids. Suspended solids include inorganic particles
(silts, clays, etc.) and organic particles (algae, zooplankton, bacteria, and
detritus) that are carried along by water as it runs off the land. The
inorganic portion is usually considerably higher than the organic. Both
contribute to turbidity, or cloudiness of the water. High values of TSS cause multiple environmental impacts,
including clogging fish gills, reducing light penetration, and siltation of
stream bottoms and associated habitats.
Indirectly, the suspended solids affect other parameters such as
temperature and dissolved oxygen.
Suspended solids also interfere with effective drinking water treatment.
High sediment loads interfere with coagulation, filtration, and disinfection,
and more chlorine is required to effectively disinfect turbid water.
There are no quantitative criteria for TSS; however,
Kentucky Water Quality Standards for aquatic life state that suspended solids
"shall not be changed to the extent that the indigenous aquatic community
is adversely affected" and "the addition of settleable solids that
may adversely alter the stream bottom is prohibited." During the 2004 KRWW sampling season, total
suspended solids values ranged from readings less than the maximum detection
limit to 498 mg/L (K198).
Total
Hardness: Hardness is due to the presence of multivalent metal
ions which come from minerals dissolved in the water. Generally, harder water results in a lower toxicity of other
metals to aquatic life. In fresh water
the primary ions are calcium and magnesium; however iron and manganese may also
contribute. There are no Kentucky water quality criteria for hardness. During the 2004 KRWW sampling season, total
hardness values ranged from 60 mg/L (K095) to 745 mg/L (K215).
KRWW
Physical/Chemical Sampling Sites
11-Digit HUC Boundaries See Table 2.7 for Chemical Sampling Values Figure 2.4
2004 Kentucky River Basin Physical/Chemical Sampling Locations![]()


2.7 Nutrients
Oxygen demanding materials
and plant nutrients are the most common substances discharged to the
environment by man’s activities, through wastewater facilities and by
agricultural, residential, and stormwater runoff. The most important plant nutrients, in terms of water quality,
are phosphorus and nitrogen. In
general, increasing nutrient concentrations are undesirable due to the
potential for accelerated growth of aquatic plants, including algae. Nuisance plant growth can create imbalances
in the aquatic community, as well as aesthetic and access issues. High densities of phytoplankton (algae) can
cause wide fluctuations in pH and dissolved oxygen.
Total phosphorus (TP) is
commonly measured to determine phosphorus concentrations in surface
waters. TP includes all of the various
forms of phosphorus (organic, inorganic, dissolved, and particulate) present in
a sample. Phosphorus is one of the key elements necessary for growth of plants
and animals. Phosphates are made up of phosphorus and exist in three forms:
orthophosphate, metaphosphate (or polyphosphate) and organically bound
phosphate. Each compound contains phosphorous in a different chemical formula. Ortho forms are produced by natural
processes and are found in sewage. Poly
forms are used for treating boiler waters and in detergents. In water, they
change into the ortho form. Organic phosphates are important in
nature. Their occurrence may result
from the breakdown of organic pesticides that contain phosphates. They may exist in solution, as particles,
loose fragments or in the bodies of aquatic organisms.
The forms of nitrogen
routinely analyzed at most Kentucky ambient sampling sites are ammonia and
ammonium (NH3/NH4), total Kjeldahl nitrogen (TKN), and
nitrite and nitrate (NO2/NO3). Ammonia and ammonium are readily used by plants. TKN is a measure of organic nitrogen and
ammonia in a sample. Nitrate is the
product of aerobic transformation of ammonia, and is the most common form used
by aquatic plants. Nitrite is usually
not present in significant amounts. Nitrates can react directly with hemoglobin in the
blood of humans and other warm-blooded animals to produce methemoglobin which
destroys the ability of red blood cells to transport oxygen. This condition is
especially serious in babies under three months of age and causes a condition
known as methemoglobinemia or "blue baby" disease.
Kentucky currently has no official numerical standards or criteria for total phosphorus or total nitrogen. The state water quality standard for nitrate-nitrogen, which is a measurement of the nitrogen potion of the nitrate molecule, is 10 mg/L. The state water quality standard for sulfate is 250 mg/L. The USEPA has recently issued recommendations for phosphorus concentrations to prevent over-enrichment. In general, any concentration of phosphorus in excess of 0.1 mg/l has the potential to cause eutrophication problems in a stream.
In addition to man-made
sources, some phosphorus loadings may occur naturally from the watershed soils
and underlying geology. In particular,
background TP levels in the Bluegrass Region have been observed from wells, springs,
and pristine watersheds as high as 0.25 mg/l.
2.8 Nutrient Sampling
In addition to general
chemical data, general nutrient data (nitrate-nitrogen, total nitrogen, total
phosphorus and sulfate) were also collected at each sample site during the
month of September. A summary of the nutrient data collected during this period
is provided in Table 2.8. Two stations
had nitrate-nitrogen readings greater than 10 mg/L. As illustrated in Figure 2.5, the highest nitrate-nitrogen
readings were recorded at stations K075 (Town Branch in Fayette County) and
K260 (Dreaming Creek in Madison County).
As shown in Figure 2.6, eight stations had
phosphorus readings in excess of 1.0 mg/l.
The highest recorded phosphorus reading was 7.32 mg/l which occurred at
station K283 (West Hickman in Jessamine County). These readings are similar to
readings from previous sampling efforts and represent a continuing nutrient
problem in the central Bluegrass Region.
Although sulfate is normally not considered a
typical nutrient, it can be used by sulfate reducing bacteria as a food
source. The state water quality limit
for sulfate for those streams with a water supply designated use is 250
mgl/L. High values of sulfate are
frequently associated with mining activities. Five sulfate concentrations
exceeded the state water quality standard of 250 mg/L. These samples were taken from sites K145
(Troublesome Creek in Breathitt County) K195 (East Calloway Creek in Estill
County), K215 (Lost Creek in Breathitt County) and K216 (Troublesome Creek in
Breathitt County) and K286 (Ball Fork in Knott County).



Figure
2.5 2004 Kentucky River Basin
Nitrate Sites >10 mg/L 

Figure
2.6 2004 Kentucky River Basin
Phosphorous Sites > 1.0 mg/L










Figure
2.7 2004 Kentucky River Basin
Sulfate Sites > 250 mg/L






2.9 Metals Data
In addition to chemical and
nutrient data, metals data were also collected at most new stations that were
established as part of the 2004 sampling effort and at some stations at which
high metals concentrations were identified during the previous year. The
results of the sampling effort are provided in Table 2.9. A summary of those stations that had the
highest concentration for a particular metal is shown in Table 2.10. The final set of selected sampling locations
is shown in Figure 2.8, with maximum metal sites labeled.
Table 2.10 reveals that four
sites accounted for multiple maximum metal concentrations. These included: K200 (Kentucky River, Pool 6
in Woodford County), K215 (Lost Creek in Breathitt County), K260 (Dreaming
Creek in Madison County) and K320 (Clarks Creek in Grant County). Sites K215 and K260 were also reported as
having multiple maximum metal concentrations in 2003, as was a Kentucky River
site in Woodford County (K295). Because
in some cases the resulting concentrations may have violated designated use
standards for the streams, it is recommended that additional sampling be
performed to ascertain the source of the contamination. For a more
comprehensive review of historic metals concentrations in the Kentucky River
Basin, the reader should consult Water-Quality Assessment of the Kentucky River
Basin, Kentucky: Distribution of Metals and Other Trace Elements in Sediment
and Water, 1987-1990 (USGS, 1995). A
discussion of the significance of each of these metals is provided in the
Kentucky Water Watch Technical Appendix, along with (where applicable) specific
criteria limits.
Figure 2.8
2003 Kentucky River Basin Metal Sampling Sites











CHAPTER 3: EXECUTIVE SUMMARY
During the summer of 2004,
the Kentucky River Authority, Eastern Kentucky PRIDE, Bluegrass PRIDE, Virginia
Environmental Endowment, and Brown-Forman provided funds for the support of
volunteer water quality sampling in the Kentucky River Basin as part of the
2004 Kentucky River Watershed Watch effort.
This report summarizes the results of that sampling effort. As part of this sampling effort, up to 184
separate sites were sampled at three different times for three main groups of
parameters: herbicides, pathogens, chemical/nutrients/metals. In each case, the stream was also sampled
for basic physical and chemical parameters such as pH, temperature, and
dissolved oxygen. Three of the stations
had a pH reading less than 6 or greater than 9. Dissolved oxygen readings were below a minimum threshold of 5
mg/l for approximately 7% of the samples.
Twenty-six sites were
sampled for the herbicides Triazine and Metolachlor. None of the samples exhibited concentrations greater than the EPA
Maximum Contaminant Limit for either Triazine or Metolachlor. Chemical sampling
in September produced three sites with relatively high conductivity values
(e.g. > 1000): K215, K260 and K261.
For the seventh year in a
row, high fecal counts were observed across the basin. The highest counts were observed at sites in
Cane Run, Clarks Run, Hickman Creek, Muddy Creek, Rocky Fork, Silver Creek and
Town Branch/South Elkhorn Creek. In an attempt to determine the age and source
of the fecal contamination, total coliform and atypical coliforms were also
collected during a second round of fecal sampling at those sites where high
fecal counts were observed during the original round of sampling. An evaluation of AC/TC (atypical
coliform:typical coliform) ratios for each site revealed a probable human
source for nine of the contaminated sites.
It is recommended that additional investigations of these sites by
conducted in an attempt to pinpoint the probable source of pollution.
An evaluation of the
nutrient results revealed that both phosphorous and nitrate-nitrogen continue
to be at levels of concern at several sites.
Nine sites had phosphorus concentrations in excess of 1.0 mg/L. The highest concentrations of phosphorus was
found in Rocky Fork in Garrard County.
In addition to these sites, high phosphorus levels were observed at
Dreaming Creek (Madison County), Mallard Point Lake (Scott County), Town
Branch/South Elkhorn (Fayette County) and West Hickman Creek (Jessamine
County). Two sites had nitrate levels
that exceeded the maximum in-stream concentration of 10 mg/L. These were found in Dreaming Creek in
Madison County and Town Branch in Fayette County. High sulfate sites, where concentrations exceeded 250 mg/L,
included Ball Fork, East Fork Calloway Creek, Lost Creek, and Troublesome
Creek.
Significant metals
concentrations were observed at several sites.
Four of the sites had the maximum metals concentrations in multiple
categories. These included:
K200: Kentucky River in
Woodford County
K215: Lost Creek in
Breathitt County
K260: Dreaming Creek in
Madison County
K320: Clarks Creek in Grant
County
Sites
K215 and K260 had high metal concentrations during the 2003 sampling season, as
well. Based on the fact that all of
these sites contained the maximum concentrations for a number of constituents,
it is recommended that additional investigations be performed at these sites to
identify the source of the higher metals concentrations.
In
summary, the following waterbodies have been targeted for more in-depth
sampling and water quality management efforts due to 2004 sampling results:
Ø Clark’s Run, Boyle County
(pathogens)
Ø Dreaming Creek, Madison Co.
(nitrate, phosphorus, metals, pathogens)
Ø Hickman Creek, Fayette Co.
(phosphorus, pathogens)
Ø Lost Creek, Breathitt Co.
(conductivity, hardness, sulfate, metals, pathogens)
Ø Mallard Point Lake, Scott
Co. (pathogens)
Ø McKecknie Creek, Garrard Co.
(pathogens)
Ø North Elkhorn (pathogens)
Ø Rocky Fork, Garrard Co.
(phosphorus, pathogens)
Ø Silver Creek, Madison Co.
(pathogens)
Ø Sugar Creek, Garrard Co.
(pathogens)
Ø Ten Mile Creek, Grant Co.
(herbicides)
Ø Town Branch, Fayette Co.
(chlorides, nitrate, phosphorus, pathogens)
Ø West Hickman Creek, Fayette
Co. (pathogens)
Ø White Oak Creek, Garrard Co.
(pathogens)
Ø South Elkhorn Creek,
Fayette, Woodford, and Scott Counties (pathogens)
Ø Wolf Run, Fayette Co.
(pathogens)
CHAPTER 4: FOCUSED SAMPLING FOR FECAL COLIFORM
Based
on the results of synoptic pathogen sampling in July 2004 and continuing high
fecal concentrations from sampling in previous years, two regions were selected
for a more detailed round of focused fecal sampling during the month of
August. The primary purpose of the
sampling was to confirm past occurrences of high fecal contamination and to try
to isolate potential sources. The
focused sampling effort was conducted in the Eagle Creek watershed in northern
Kentucky, the Middle Fork of the Kentucky River in Leslie County, and the upper
North Fork of the Kentucky River in Letcher County. A summary of the sampling results for each of these regions is
provided in the following sections.
4.1
Eagle Creek Watershed, Grant County (5 focus sites)
4.1.1
Watershed Description
The
Eagle Creek watershed is located in northern Kentucky and includes portions of
Boone, Carroll, Gallatin, Grant, Kenton, Owen and Scott Counties. The stream empties into the Kentucky River
west of Worthville in Carroll County.
Among the creeks that feed it are Brush Creek, Clarks Creek, Lytles Fork,
Stevens Creek and Ten Mile Creek.
The
2004 KRWW focus study included five sampling sites in the portion of the Eagle
Creek watershed located within Grant County.
More specifically, focus sampling was concentrated in the region where
the tributary of Ten Mile Creek enters Eagle Creek. This region of the Eagle Creek watershed is located in the hills
of the bluegrass subregion of the Bluegrass physiographic region, characterized
by hilly terrain, very rapid surface runoff, and slow groundwater drainage. The watershed lies above interbedded
limestones and shales (>20% limestone, allowing groundwater flow where clay
content is low enough). Land in the
watershed is between 50% and 60% agricultural, 35% to 40% rural and wooded, and
around 5% residential.
Past
KRWW data have shown high levels of bacteria indicative of fecal contamination
in the Eagle Creek watershed (above 200/colonies/ml). The following KRWW sites are located in the watershed:
K10
– Ten Mile Creek, 0.25 mile upstream of mouth of Eagle Creek
K30
– Ten Mile Creek, 0.5 mile upstream of Verona Mt. Zion Road
K265
– Bullock Pen Creek, just upstream of Ten Mile Creek
K318
– Eagle Creek, at Reb Stacy's Woodland & Wildlife Center above Statlers Run
K319
– Arnold’s Creek, at bridge on Sipple Road
K321
– Ten Mile Creek, at Hwy 467 bridge
K327
– Ten Mile Creek, upstream of mouth of Arnold’s Creek
K328
– Eagle Creek, two miles downstream from mouth of Ten Mile Creek
Focused
sampling was conducted at the existing KRWW sites K318, K319, K321, K327 and K328.
4.1.2 Map and Data Results
During
the 2004 sampling season, focused fecal sampling was conducted at five sites
within the Grant County portion of the Eagle Creek watershed in order to better
assess the level of the fecal contamination problem and potential sources of
fecal coliform to Eagle Creek and tributaries.
These focus sites and associated sampling data are shown in the
following map and table:




4.1.5
Conclusions
The geometric mean (or geomean) of all samples collected
at each Eagle Creek watershed focus site was calculated to assess fecal
contamination. The use of the geometric mean minimizes the skewing
effects of extremely high fecal coliform values. Despite some occasionally high values at K327, the fecal geomean values at focus sites K319, K321 and K327 were all within the acceptable
pathogen limit of 200 cfu/100 ml for swimming use. Geomean values at sites K318 (206 cfu/100 ml) and K328 (327
cfu/100 ml) were slightly above the recommended standard for swimming. Site K318 is located at Eagle Creek above
Statlers Run, and site K328 is located on Eagle Creek two miles downstream of
the mouth of Ten Mile Creek.
The AC/TC ratios were all above 10, and most were
greater than 20. Sites with ratios
greater than 20 indicate aged fecal material from either humans or agricultural
sources. (Brion and Mao, 2000) Sites K319 and K328 each had one sampling
event producing an AC/TC ratio between five and ten, which suggests fecal
matter is most likely derived from indirect sources of agriculture.
4.2 Middle Fork Kentucky River Headwaters
Watershed, Leslie County (5 focus sites)
4.2.1
Watershed Description
In conjunction with a separately funded study to
assess impacts to municipal drinking water sources, five focus sites were
selected in the Middle Fork Kentucky River headwaters watershed in Leslie
County for focused sampling. (This
separate study was funded by the Kentucky River Authority, and is being jointly
conducted by the Kentucky Rural Water Association, Kentucky Water Resources
Research Institute and Western Kentucky University.) Focus sites were located in the Middle Fork of the Kentucky River
and Greasy Fork near the towns of Stinnett and Hyden. These focus sites were assessed for fecal coliform, as well as other
parameters (acidity, alkalinity, conductivity, hardness, metals, pH and total
suspended solids).
The Middle Fork Kentucky River headwaters watershed
occupies much of central Leslie County and the northern edge of Harlan
County. The land is in the Eastern
Kentucky Coal Field physiographic region, which is characterized by mountainous
terrain, rapid surface runoff, and moderate rates of groundwater drainage. The watershed is underlain by coals,
sandstones, and shales. This geology is
generally conducive to productive wells, although water quality may be low for
wells that draw from coal layers.
The Middle Fork Kentucky River headwaters watershed
includes the Middle Fork up to its confluence with Cutshin Creek at Dryhill
(near the Boone Parkway). Among the
other creeks that feed the river in this watershed are Greasy Creek, Beech
Fork, Stinnett Creek, Rockhouse Creek and Bull Creek.
Land in the watershed is rural and wooded. The surface waters of the watershed supply
the drinking water for the Green Hills and Hyden-Leslie County Water
Districts. In addition, the city of
Hyden discharges its treated sewage into the watershed.
The
following KRWW sites are located in the Middle Fork Kentucky River watershed.
K040 – Middle Fork Kentucky River, just below mouth
of Asher Branch
K041 – Middle Fork Kentucky River, below mouth of
Greasy Creek
K140 – Middle Fork Kentucky River
K148 – Greasy Creek, at mouth
K193 – Greasy Creek, just downstream of Shamrock
discharge
K219 – Beech Fork, at Stone Coal Branch
K237 – Middle Fork Kentucky River, below city water
dam
K238 – Short Creek, at mouth (?)
K239 – Fell Over Rock Branch, at mouth (?)
4.2.2 Map
and Data Results
During
the 2004 sampling season, focused fecal sampling was conducted at five sites
within the Middle Fork Kentucky River headwaters in order to better assess the
level of the fecal contamination problem and potential sources of fecal
coliform to the stream. These focus
sites and associated sampling data are shown in the following map and table:




Index
of abbreviations:
DSCR – KRWW Site ID# S – Sulfur (mg/L)
CDAT – Sampling date Hard – Hardness (mg CaCO3/liter)
Acidity TSS – Total Suspended Solids (mg/L)
Alk – Alkalinity (mg CaCO3/liter) Tb – Turbidity (mg/L)
Alum – Aluminum (mg/L) Zinc (mg/L at hardness 100)
Ba – Barium (mg/L)
Ca – Calcium (mg/L)
Cond – Conductivity (micro-mho/centimeter)
Fe – Iron (mg/L)
Mn – Manganese (mg/L)
Si – Silicon (mg/L)
Na – Sodium (mg/L)
Sr – Strontium (mg/L)
Sulfate (mg/L)
4.2.5 Conclusions
The geometric mean of all samples collected at each
focus site was calculated to assess fecal contamination. The
use of the geometric mean, minimizes the skewing effects of extremely high
fecal coliform values. With the exception of K40
(Middle Fork downstream of Hyden) all sites had both individual and geomean
values within
the acceptable pathogen limit of 200 cfu/100 ml for swimming use. The elevated values downstream of Hyden
would seem to raise a concern about the possibility of some type of domestic
source; either associated with malfunctioning wastewater collection or
treatment facilities, failing septic systems, or straight pipes.
Among the other parameters sampled at the Middle
Fork sites, high values were observed for conductivity, iron and
manganese. In general, conductivity
values greater than 1,000 are considered high in the Kentucky River Basin. Thus, a conductivity of 1,091 at site K41B
was considered high. The aquatic life
standard for iron is a concentration less than 1.0 mg/L, based on toxic
effects. The iron concentration
observed at site K40U was 10.34 mg/L.
The drinking water supply standard for manganese is 0.5 mg/L. Observations of manganese concentrations at
sites K40U and K41U exceeded this manganese standard.
4.3 North Fork Kentucky River Headwaters,
Letcher County (19 focus sites)
4.3.1 Watershed
Description
In conjunction with a separately funded study to
assess impacts to municipal drinking water sources, 16 focus sites were
selected in the North Fork Kentucky River and Rockhouse Creek in Letcher
County. (This separate study was funded
by the Kentucky River Authority, and is being jointly conducted by the Kentucky
Rural Water Association, Kentucky Water Resources Research Institute and
Western Kentucky University.) Three
focus sites were also selected in the portion of the North Fork watershed in
Knox and Perry Counties. Specifically,
focus sites were located in the North Fork of the Kentucky River, Boone Fork
Camp Branch, Cowan Creek, Crafts Colly, Doty Creek, Rockhouse Creek, Sandlick
Creek, Stinking Branch and Troublesome Creek.
These focus sites were assessed for fecal coliform, as well as other
parameters (acidity, alkalinity, conductivity, hardness, metals, pH and total
suspended solids).
Both the North Fork Kentucky River headwaters and
Rockhouse Creek watersheds are located in Letcher County. The land is in the Eastern Kentucky Coal
Field physiographic region, characterized by mountainous terrain, rapid surface
runoff, and moderate rates of groundwater drainage. The watershed is underlain by coals, sandstones, and shales. This geology is generally conducive to
productive wells, although water quality may be low for wells that draw from
coal layers.
The North Fork Kentucky River flows east across
central Letcher County and crosses a watershed boundary near Blackey, where
Rockhouse Creek joins it to flow into the North Fork Kentucky River near Hazard
watershed. Tributaries of the North
Fork headwaters include Millstone Creek, Potter Fork, Cram Creek and Pine
Creek. Tributaries of Rockhouse Creek
include Razorblade Branch, Stampers Branch, Camp Branch, Doty Creek and Blair
Branch.
Land in both watersheds is nearly all rural and
wooded. The North Fork headwaters
watershed supplies the drinking water for the municipal systems of Whitesburg
and Fleming-Neon. These two towns also
discharge treated sewage into the headwaters watershed.
Past
KRWW data, as well as KDOW data, show high levels of bacteria indicative of
fecal contamination in the North Fork and Rockhouse Creek (above
200/colonies/ml). The following KRWW
sites are located in the watersheds.
North Fork Kentucky River Headwaters Watershed
(HUC-11 #5100201010)
K17 – North Fork Kentucky River, Whitesburg at
junction of Hwy 931 and Hwy 15
K62 – North Fork Kentucky River, Mayking at Old
Regular Baptist Church
K63 – Pine Creek, at Mayking Baptist Church
K64 – Cram Creek, at mouth
K97 – Ermine Creek, at headwaters at Ermine
K98 – Millstone Creek, at Millstone Transfer Station
K112 – North Fork Kentucky River, below Colly Creek
K113 – North Fork Kentucky River, above Colly Creek
K114 – Colly Creek, at mouth
K115 – Allen Branch, at mouth
K167 – Boone Fork, at junction of Hwy 15 and Hwy 205
Rockhouse Creek Watershed (HUC-11 #5100201020)
K99 – Otter Creek
K100 – Rockhouse Creek, below Doty Creek
K101 – Rockhouse Creek, above Doty Creek
K102 – Doty Creek, at mouth
K104 – Rockhouse Creek, above Blair Branch
K105 – Blair Branch, at mouth
K106 – Blair Branch, at Tooter Branch
K107 – Rockhouse Creek, below Crases Branch
K108 – Rockhouse Creek, above Crases Branch
K109 – Rockhouse Creek, at mouth of Crases Branch
K110 – Rockhouse Creek, below Ison
K111 – Rockhouse Creek, above Ison
K117 – Blair Branch, below Tooter Branch
K118 – Doty Creek, Left Fork Doty Creek
K119 – Doty Creek, Right Fork Doty Creek
4.3.2 Maps
and Data Results
During
the 2004 sampling season, focused fecal sampling was conducted at 19 sites
within the upper North Fork of the Kentucky River in order to better assess the
level of the fecal contamination problem and potential sources of fecal
coliform to the stream. These focus
sites and associated sampling data are shown in the following maps and table.







Index
of abbreviations:
DSCR – KRWW Site ID# S – Sulfur (mg/L)
CDAT – Sampling date Hard – Hardness (mg CaCO3/liter)
Acidity TSS – Total Suspended Solids (mg/L)
Alk – Alkalinity (mg CaCO3/liter) Tb – Turbidity (mg/L)
Alum – Aluminum (mg/L) Zinc (mg/L at hardness 100)
Ba – Barium (mg/L)
Ca – Calcium (mg/L)
Cond – Conductivity (micro-mho/centimeter)
Fe – Iron (mg/L)
Mn – Manganese (mg/L)
Si – Silicon (mg/L)
Na – Sodium (mg/L)
Sr – Strontium (mg/L)
Sulfate (mg/L)
4.3.5 Conclusions
The geomean of all samples collected at each focus
site was calculated to assess fecal contamination. The use of the geomean,
minimizes the skewing effects of extremely high fecal coliform values. The fecal
geomean at all 19 focus sites shows
that they exceed the recommended water quality standard for swimming of 200
cfu/100 ml. The greatest fecal
concentrations were found to occur at Big Cowan Creek behind the Community
Center (L1), Boone Fork at Hwy 805 at Kona (KP18), Camp Branch near Lucastown
(L7), and the North Fork Kentucky River at the Perry County boat ramp
(K82). It is likely that the extremely
high fecal values are due to straight pipe and failing septic systems.
Observations of the conductivity, iron, manganese,
sulfate and zinc parameters were considered high at one or more of the North
Fork focus sites. Conductivity values
were greater than 1,000 at sites KP19, L1, L6, L7 and L8. The iron concentration at site KP19 was
greater than 1 mg/L. Eight of the sites
exceeded the drinking water supply standard for manganese of 0.05 mg/L. The warmwater aquatic habitat standard for
zinc is 0.106 mg/L, which is exceeded at site KP19. And, nine focus sites produced sulfate values greater than the
domestic water supply standard of 250 mg/L.
References:
Brion,
G.M. and Mao, H.H., “Use of Total Coliform Test for Watershed Monitoring with
Respects to Atypicals,” ASCE Journal of Environmental Engineering, Vol. 125,
No. 2, 175-181, 2000.