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III.3 Water Quality Assessment
Of the
information available through historic, recent, and current monitoring programs
on the Nooksack River, the data collection efforts of the Department of Ecology,
the NWIC, Western Washington University, and the purveyors most closely fit the
review criteria outlined in Section III.1.
Figure 29 identifies sampling site locations for these studies, which
will be referenced throughout the water quality assessment discussion.
Background
The
Nooksack River and its tributaries are classified as Class A (excellent) from
the mouth to Maple Creek at river mile 49.7. The South Fork is also Class A to
Skookum Creek at river mile 14.3.
The river and tributaries above Maple Creek, the Middle Fork, and the
South Fork above Skookum Creek are classified Class AA (extraordinary).
Characteristic
uses of Class AA and A freshwaters include domestic, industrial, and
agricultural water supply; stock watering; salmonid and other fish migration,
rearing, spawning, and harvesting; wildlife habitat; primary contact recreation,
sport fishing, boating, and aesthetic enjoyment; and commerce and navigation.
The emphasis of this plan is the source water supply for municipal and
industrial uses.
The quality of water in terms of bacterial and chemical components is
important in order to maintain a safe water supply.
Therefore, these are the elements of water quality monitoring efforts
that will be emphasized in the below discussions.
III.3.1 Fecal Coliform
Fecal
coliform bacteria are normally found in the digestive tracts of warm-blooded
animals. They are closely
correlated to animal fecal matter and human sewage.
Fecal coliform has been accepted as a universal indicator species for
bacterial pathogens. The presence
of fecal coliform does not confirm the presence of other pathogens, yet high
concentrations indicate the possibility of the presence of disease-causing
pathogens (Vesilind et al. 1988).
Under
Washington State’s water quality standards, fecal coliform levels in fresh
water Class A waterbodies shall not exceed a geometric mean value of 100
organisms/100mL, with not more than 10% of the samples exceeding 200
organisms/100 mL. For Class AA
fresh waters, fecal coliform shall not exceed a geometric mean value of 50
organisms/100 mL, with not more than 10% of samples exceeding 100
organisms/100mL (Chapter 173-201 WAC).
Nooksack River Studies
The
Department of Ecology’s ambient stations on the mainstem of the Nooksack River
at North Cedarville and Brennan are most representative of trend stations due to
the consistent sampling that has occurred at these sites since 1977.
Both the North Cedarville and Brennan ambient sites are located in the
section of the Nooksack River characterized by Class A standards.
The
North Cedarville station is located near Deming, which is down river of the
confluences of the North, Middle and South Fork drainages.
The primary land use in these three drainages is commercial forestry.
In addition to commercial forestry, approximately 8% of the land area in
the South Fork drainage is zoned agriculture.
Rural residences are also scattered throughout the three drainage basins.
Fecal
coliform levels at the North Cedarville ambient monitoring site have
consistently met state standards for Class A fresh waters.
Although the annual geometric mean for fecal coliform has fluctuated to
some extent over the 1977-1998 sampling period (Figure 26), the annual mean has
not exceeded 16 cfu/100 mL, which is well below the 100 cfu/100mL standard.
There have been occasional spikes above 200 cfu/100mL, however, the
number of spikes are below the 10% requirement of the Class A fresh water
standard for each year (Table 44). There is minimal fecal coliform information
for the individual forks of the river, which all drain to the Nooksack above the
North Cedarville ambient station. However,
information collected on the Middle and South Forks, by the Department of
Ecology, from October 1996 to September 1997 indicate that both waterbodies met
state standards for Class AA fresh water during this sampling period.
The
information reported for the North Cedarville sampling station indicates that
over the past twenty years, Nooksack River water quality has not been
significantly affected by land uses upriver of the North Cedarville station as
it relates to fecal coliform loading.
TABLE 44. FECAL COLIFORM CONCENTRATIONS AT NORTH CEDARVILLE FROM 1977 TO 1998.
| 1977 | 1978 | 1979 | 1980 | 1981 | 1982 | 1983 | 1984 | 1985 | 1986 | 1987 | 1988 | 1989 | 1990 | 1991 | 1992 | 1993 | 1994 | 1995 | 1996 | 1997 | 1998 | |
| # of samples | 3 | 12 | 12 | 12 | 12 | 12 | 12 | 12 | 10 | 12 | 12 | 11 | 12 | 12 | 9 | 3 | 8 | 2 | 12 | 12 | 12 | 9 |
| mean* | 11 | 6 | 9 | 6 | 10 | 14 | 14 | 7 | 3 | 4 | 4 | 9 | 13 | 16 | 5 | 11 | 6 | 7 | 11 | 16 | 15 | 6 |
| % total samples >200 | 0 | 8 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 8 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 8 | 0 |
* Annual geometric mean.
The
Brennan site has exceeded the Class A standard for fecal coliform a number of
years since 1977 (Table 45). Both
the 100cfu/100mL geometric mean and the 10% limit of samples above 200cfu/100mL
have been exceeded. However, review
of the geometric means in Table 45 and a graphed comparison of the data (Figure
26) illustrate a gradual decline in the level of coliform over the 21-year
sampling period (1977 to 1998). The
decline has not been smooth and some years have shown high levels of fecal
coliform.
TABLE 45. FECAL COLIFORM CONCENTRATIONS AT BRENNAN FROM 1977 TO 1998.
| 1977 | 1978 | 1979 | 1980 | 1981 | 1982 | 1983 | 1984 | 1985 | 1986 | 1987 | 1988 | 1989 | 1990 | 1991 | 1992 | 1993 | 1994 | 1995 | 1996 | 1997 | 1998 | |
| # of samples | 3 | 12 | 10 | 11 | 11 | 12 | 12 | 12 | 12 | 11 | 12 | 10 | 12 | 12 | 12 | 10 | 11 | 11 | 12 | 12 | 11 | 9 |
| mean* | 241 | 208 | 151 | 119 | 130 | 215 | 131 | 99 | 45 | 57 | 26 | 100 | 81 | 179 | 106 | 103 | 30 | 55 | 70 | 67 | 70 | 59 |
| % total samples >200 | 67 | 58 | 40 | 27 | 27 | 33 | 17 | 25 | 8 | 8 | 17 | 30 | 42 | 42 | 33 | 40 | 9 | 0 | 8 | 17 | 9 | 0 |
* Annual geometric mean.
Figure
26. Annual fecal coliform concentrations (geometric mean) at North Cedarville
and Brennan ambient stations between 1977 and 1998. The trend at the Brennan
site has been a decline in annual fecal coliform concentrations over time, while
the North Cedarville station has remained relatively constant.
The
Department of Ecology has four additional ambient sites that have been monitored
for short periods. These sites are
chosen through a state rotating process that allows the regional Ecology offices
to identify a site for a short-term monitoring effort.
The Ferndale, Lynden, and South Fork ambient sites are located in
sections of the Nooksack River characterized by Class A standards.
The Middle Fork site is in a section characterized by the Class AA
standards. The Ferndale site was monitored for fecal coliform between
February and September in 1974 and between October 1976 and September 1977.
The Lynden site was also monitored between October 1976 and September
1977. The Ferndale and Lynden sites
are located on the Class A stretch of the main stem of the river.
Both sites exceeded Class A standards for fecal coliform during the
1976-77 sampling period (Table 46). Ambient
sites were monitored at the South Fork and the Middle Fork between October 1996
and September 1997. Both sites had
low levels of fecal coliform throughout the study period.
Sampling by the City of Bellingham at the Middle Fork diversion during
1998 and 1999 also found consistently low fecal coliform concentrations.
TABLE 46. FECAL COLIFORM CONCENTRATIONS AT DEPT. OF ECOLOGY AMBIENT SITES.
| 1974 | 1976-77 | 1996-97 | ||
| Ferndale | Number of Samples | 15 | 23 | N/Ab |
| Class A | Meana | 83 | 228 | N/Ab |
| % total samples >200 | 13 | 43 | N/Ab | |
| Lynden | Number of Samples | N/Ab | 24 | N/Ab |
| Class A | Meana | N/Ab | 106 | N/Ab |
| % total samples >200 | N/Ab | 29 | N/Ab | |
| South Fork | Number of Samples | N/Ab | N/Ab | 12 |
| Class A | Meana | N/Ab | N/Ab | 16 |
| % total samples >200 | N/Ab | N/Ab | 0 | |
| Middle Fork | Number of Samples | N/Ab | N/Ab | 11 |
| Class A | Meana | N/Ab | N/Ab | 2 |
| % total samples >200 | N/Ab | N/Ab | 0 |
aGeometric
mean over sampling period.
bN/A = not sampled during this time period.
The
Department of Ecology also conducted a year-long Nooksack TMDL study. As part of
this study, fecal coliform concentrations were measured at six main stem sites
between March 1997 and February 1998. In
addition, fecal coliform was measured at four point sources along the main stem
of the Nooksack River. All of these
sites are located in the Lower Nooksack Basin which is characterized by Class A
fresh water standards. The main
stem TMDL monitoring included monthly collections as well as storm-event
sampling at all sites except the Bertrand/Fishtrap and Everson sites.
The monthly sampling generally included two samples in a three-day period
between March and August 1997. In
September and November 1997 and February 1998, monthly collection efforts
generally included four consecutive days of sampling. In October and
December 1997 and January 1998, storm-event sampling was conducted.
Several samples were collected during a 48-hour period.
Throughout the study, samples were taken from the right, center, and left
channels of the main stem sites during different sampling events.
Not all of the stations were sampled during each sampling event and there
was some variability in terms of parameters measured.
Review
of the raw data from the TMDL study show that Class A standards for fecal
coliform were met during this sampling period at four of the six sites (Table
47) under different sampling scenarios. Fecal
coliform standards were met at North Cedarville and Lynden during both the
monthly sampling and the monthly sampling combined with storm-event sampling.
There was no storm-event sampling at the Bertrand/Fishtrap and Everson
sites, but the monthly sampling met the Class A standards.
At the Marine Drive and Ferndale sites, although the geometric mean
requirement was met, greater than 10 percent of the samples had fecal coliform
concentrations above 200cfu/100mL. The
10 percent limit was exceeded at both sites during the monthly sampling and the
monthly sampling combined with the storm-event sampling.
In
addition to the mainstem Nooksack River sites, Ecology’s TMDL study included
sampling sites on tributaries draining to the river. Site locations were typically at the mouths of the creeks.
Although a discussion of these sites is provided later, it is worth
noting at this point that a review, of pollutant loads for the creeks reported
in the preliminary TMDL data report, do not appear to significantly influence
water quality at the main stem monitoring stations with a possible exception of
the Ferndale and Marine Drive sites. This is likely due to the distance of the
mainstem sampling sites from the creek mouths and the dilution that occurs when
the creek drainage mixes with the river. It
is also worth noting that the annual geometric mean for the mainstem stations
sampled during the TMDL assessment period are consistent with the geometric mean
values for the Brennan and North Cedarville ambient stations for the same
sampling year (illustrated in Figure 26).
With
regard to the Ferndale and Marine Drive stations, factors that may be
contributing to elevated fecal levels in addition to potential loading from
sampled tributary mouths include nonpoint runoff from adjacent rural land areas
(i.e., failing or improperly designed/installed septic systems or hobby farms)
draining directly to the Nooksack and discharge of untreated stormwater runoff
to the river via culverts.
Four point sources along the main stem of the Nooksack River were also
monitored for the TMDL study. These
sites included Darigold and the Everson, Lynden, and Ferndale wastewater
treatment plants. Based on a review
of the data collected by Ecology during the TMDL assessment, both Lynden and
Everson experienced fecal coliform counts greater than 200 for their wastewater
with Lynden experiencing elevated counts more frequently than Everson (9 samples
out of 15 and 5 samples out of 15, respectively).
Since the 1997-98 TMDL sampling event, equipment upgrades have been made
to the Lynden wastewater treatment plant as part of their plant expansion
(discussed in Section II). Monitoring
at the plant has indicated that the equipment upgrades have been successful.
The City of Lynden has not experienced violations of fecal coliform
levels in the plant’s wastewater since the upgrades took effect (Klimpel,
1999).
A
special investigation included in the TMDL was a drogue study in June 1997.
A set of drogues was followed twice between Ferndale and Marine Drive.
No significant changes in the levels of fecal coliform were detected over
the five-mile distance. This
suggests that fecal coliform die-off rates were low in the Nooksack River during
that sampling period. Die-off rates
are easily impacted by environmental conditions such as water temperature and
sunlight (Michaud, 1991). During
favorable conditions (warm water temperatures), there may be a high growth
right. On the other hand,
unfavorable conditions (cold water temperature or high levels of ultra-violet
light) can lead to a rapid die-off of the bacteria.
Thus, under different conditions the die-off rate in the Nooksack River
may also change.
The Northwest Indian College has continued monitoring fecal coliform at
five of the six TMDL main stem sites (excluding Bertrand/Fishtrap).
Geometric means and the percent of samples exceeding 200 cfu/100mL during
1998 were similar to the levels found in the TMDL study.
The Cedarville, Everson, and Lynden sites met the Class A requirements.
The Marine Drive and Ferndale sites exceeded the Class A limit of samples
above 200 cfu/100mL (Table 47).
TABLE 47. FECAL COLIFORM CONCENTRATIONS AT THE FIXED MAIN STEM SITES FOR DEPT. OF ECOLOGY TMDL STUDY (1997) AND THE NORTHWEST INDIAN COLLEGE CENTENNIAL CLEAN WATER GRANT (1998).
|
Marine Drive Bridge |
Ferndale Bridge |
Below |
Lynden at |
Everson at Highway 544 Bridge |
North Cedarville |
|||||||
| 1997 (TMDL)a,c |
1998 (NWIC)b |
1997 (TMDL)a |
1998 (NWIC)b |
1997 (TMDL)a |
1998 (NWIC)b |
1997 (TMDL)a |
1998 (NWIC)b |
1997 (TMDL)a |
1998 (NWIC)b |
1997 (TMDL)a |
1998 (NWIC)b |
|
| # of samples with storm sampling | 83 | N/Ad | 77 | N/Ad | N/Ad | N/Ad | 77 | N/Ad | N/Ad | N/Ad | 45 | N/Ad |
| Geometric mean (cfu/100 mL) | 78 | N/Ad | 67 | N/Ad | N/Ad | N/Ad | 16 | N/Ad | N/Ad | N/Ad | 13 | N/Ad |
| % of total samples >200 cfu/100 mL | 29 | N/Ad | 28 | N/Ad | N/Ad | N/Ad | 4 | N/Ad | N/Ad | N/Ad | 0 | N/Ad |
| # of samples without storm sampling | 46 | 25 | 42 | 23 | 29 | N/Ad | 41 | 23 | 32 | 24 | 27 | 4 |
| Geometric mean (cfu/100 mL) | 61 | 40 | 48 | 46 | 41 | N/Ad | 14 | 10 | 13 | 9 | 13 | 15 |
| % of total samples >200 cfu/100 mL | 20 | 16 | 14 | 13 | 7 | N/Ad | 2 | 0 | 0 | 0 | 0 | 0 |
a
Sample number and geometric mean calculated from DOE raw data.
Final report and presentation of data was not available at this time.
b NWIC data includes samples collected between April 1998 and March
1999. Samples were generally
collected every two weeks. This
data does not include the quality assurance data..
c Ecology TMDL data was collected between March
1997 and February 1998. Samples
collected from right, mid, and left channels during three and four day sample
events. Samples were not
consistently collected from the same number of channels during each sampling
event. During storm events, six
samples were collected during a 24 or 48-hour period.
d N/A = No
storm sampling at these sites.
Tributary Studies
As
previously outlined, the primary objective of the NSPP data review is to assess
source water quality and trends using existing data collection efforts.
As with monitoring efforts on the Nooksack River, the collection efforts
that have taken place on tributaries in the basin appear to focus on
enforcement/regulatory efforts, stream restoration, and educational purposes.
Studies that have been undertaken that have the largest data set have
taken place on tributaries in the Lower Nooksack Subbasin and appear to have
been designed with program objectives that focus primarily on impacts from
agricultural practices and which support regulatory/enforcement efforts.
A brief overview of these studies is included below.
Although several parameters were measured as part of the data collection
efforts, the focus of the overviews is on fecal coliform concentrations.
The
Department of Ecology conducted a TMDL study on Fishtrap Creek in 1994-1995
(Erickson 1995). The land use in
Fishtrap watershed is predominately agriculture and primarily dairy operations.
The concentration of fecal coliform varied greatly throughout the study
period. This was described in the study as an illustration of the
variable loading characteristics associated with fecal coliform.
However, Class A standards for fecal coliform were exceeded at every site
that was monitored along the main stem of Fishtrap Creek as well as its
tributaries. The critical periods of fecal
loading that were identified for Fishtrap Creek were rainfall events that
occurred after prolonged dry periods.
The
Institute of Watershed Studies at Western Washington University studied Kamm
Creek from 1993 to 1998 (Matthews and Vandersypen 1998).
Fecal coliform levels exceeded Class A standards in three of four sites
on Kamm Creek; the geometric means were above 100cfu/100mL and over 10% of the
samples were above 200 cfu/100mL. Similar
to Ecology’s finding in Fishtrap Creek, fecal coliform concentrations appeared
to be higher during the dry season between 1993 and 1998 at three of four sites
on Kamm Creek. No changes in
concentrations were seen at the fourth site.
As discussed in Section III.2.1 and Section III.2.2, the Department of Ecology sampled a number of tributaries in the Lower Nooksack Subbasin as part of a TMDL assessment for the Nooksack River. Generally, samples were collected at the mouth of the tributaries. The Department of Ecology reported that fecal coliform levels found in the tributaries during the Nooksack TMDL study were not significantly different from levels found in the Fishtrap Creek TMDL, Kamm Creek study, or other studies done since the early 1990’s (Joy, unpublished draft report).
It
is important to remember that fecal coliform concentrations can vary widely due
to a variety of factors including but not limited to water temperature,
sunlight, rainfall, run-off, suspended materials, and deposition of bacteria in
the stream sediments (Michaud 1991; Erickson 1995). In each of the monitoring efforts previously outlined, fecal
coliform concentrations have not been consistent or seasonally predictable. The
draft TMDL study reports a pattern of higher levels of fecal coliform during
storm events.
Fecal Coliform Summary
As
discussed in Section II of the NSPP, there are a variety of land uses in the
Lower Nooksack Subbasin with a potential to contribute to the elevated fecal
coliform counts reported in the studies discussed above.
Primary sources of fecal coliform are animal waste (direct delivery from
livestock, animal confinement areas, improper application of animal waste, and
run-off from fields), human waste (failing septic systems and malfunctions in
municipal sewer facilities including failing seams, pump failures, etc.),
stormwater (wild and domestic animal waste), and point sources.
There
are few available studies that have been undertaken in the Nooksack Basin that
have identified QAPPs, identified program objectives, and at least one year of
consistent sampling. An existing
monitoring program that best fits the criteria for the NSPP data review
objectives is the Department of Ecology’s ambient monitoring program.
The same stations have been sampled for over 20 years and continue to be
monitored. Establishing a long-term
database such as this provides the type of database needed in order to determine
water quality trends over time.
The other program that has been undertaken on the mainstem of the Nooksack River is the TMDL assessment completed by the Department of Ecology. From a source protection standpoint, preliminary assessment of the TMDL program indicates that the program may not be as useful to the City of Lynden and PUD as the ambient monitoring program due to the short-term nature of the study (approximately one year) and an effort to achieve multiple program objectives using a single design.
The
objectives listed in the Nooksack TMDL QAPP include 1) identifying sources of
bacteria loading along the lower Nooksack and its tributaries, 2) recommending
waste load and load targets for point sources, tributaries, and nonpoint sources
in the project area, and 3) evaluating the effectiveness of controls in
watersheds with existing watershed action plans and implementation strategies
(Joy, 1997). As mentioned early on,
monitoring programs are typically designed to meet specific objectives.
Monitoring programs designed to meet the objectives listed in the QAPP,
if done independent of each other, would likely have different approaches.
For example, identifying specific sources of bacteria loading might be
approached with an investigative monitoring design, waste load allocations (WLA)
might be approached using the modeling designs outlined in the EPA technical
documents for TMDLs and WLAs[1], and evaluation of
watershed controls might be approached with paired samples or paired watersheds
and conducted as a long-term monitoring effort (>5 years).
However, available resources (staff and finances) are often the limiting
factors when designing monitoring programs.
This often leads to an effort to address a number of objectives with a
single design. The final report has
not been presented so it is unknown as to whether all of the QAPP have been
successfully met.
The
NWIC monitoring program was designed to overlap sampling locations used in the
TMDL study. Designing the sample
locations to coincide with Ecology’s TMDL sample sites will contribute to
building a database of information on both the tributaries and the lower
Nooksack that can be used in assessing source water quality trends.
In addition, the NWIC monitoring program has additional sites on the
tributaries including sampling sites at the confluence of tributary reaches.
This approach will help identify the reaches that are contributing higher
loads of fecal coliform to the system.
III.3.2 Giardia and Cryptosporidium
Giardia
and Cryptosporidium are parasitic protozoan that can lead to waterborne
diseases such as gastrointestinal illnesses.
These organisms are single-celled organisms and hard to detect.
Giardia and Cryptosporidium
may be found in surface waters.
Generally,
in healthy people, cryptosporidiosis usually lasts a couple of weeks (Fayer,
1999). However, in children and
immune-compromised individuals cryptosporidiosis can last much longer and
potentially be fatal.
Cryptosporidium
parvum is
the species of Cryptosporidium found
to be infectious for humans. C. parvum has been reported in a wide variety of mammals including
humans. Infection of humans results
from ingestion of oocysts in contaminated water or food.
Direct or hand-to-mouth transfer of the protozoa from feces or
contaminated surfaces can also cause infection.
In addition, streams or lakes may be sources when contaminated by animal
feces (Fayer, 1999; WADOH, 1997). C.
parvum has been repeatedly reported to be found in domesticated animals,
especially calves. Infected calves
can excrete a significant number of oocysts.
In addition to the large numbers of oocysts that can originate from
agricultural sources, humans are recognized as sources of Cryptosporidium. Oocysts
have been reported in treated sewage, combined sewer overflows, and backwash
water from filtration plants (Kohne, et.al.).
The
presence of oocysts does not in itself indicate a health threat. They must be
viable and and a genotype capable of infecting humans (Fayer, 1999).
Cryptosporidium
has been shown to have high levels of resistance to disinfection levels that are
usually associated with water treatment. According
to information provided through WADOH, treatment for Cryptosporidium appears to rely upon a well-operated and controlled
filtration process. Outbreaks of
cryptosporidiosis that have occurred in water systems using filtration and
chlorination involved situations where unusual conditions or inattentive
operation failed to control the introduction of the organism into the
distribution system (WADOH, 1997).
The
presence of Giardia and Cryptosporidium
has been correlated with high levels of turbidity and the indicator species
fecal coliform. The 1996 Safe
Drinking Water Act Amendments identify Cryptosporidia
as an agent that shall be regulated in the future. However, there are currently
no regulations requiring monitoring of Cryptosporidium
in public water systems.
At
this time, there has been very little monitoring of Giardia and Cryptosporidium
in the Nooksack Basin. One thesis
study from Western Washington University investigated Giardia and Cryptosporidium concentrations
in three streams in Whatcom County (Smith 1997). One of the streams was Kamm Creek. Giardia and Cryptosporidium
oocysts were present in Kamm Creek, but they were not tested for viability. In addition, local purveyors monitor for Giardia and Cryptosporidium.
The City of Ferndale did a one-time testing of their finished water for
these protozoan parasites and had no findings.
III.3.3 Chemical Contaminants
The
Class A and AA fresh water criteria for toxic, radioactive, or deleterious
materials are concentrations that are below those which have the potential
either singularly or cumulatively to adversely affect characteristic water uses,
cause acute or chronic conditions to the most sensitive biota dependent upon
those waters, or adversely affect public health, as determined by the Department
of Ecology (Chapter 1733-201A WAC).
Agricultural
practices, forestry, stormwater runoff, and hazardous spills are potential
sources of chemical contaminants to the Nooksack River and its tributaries.
Monitoring
of chemical contaminants in the Nooksack Basin has been very limited.
The primary monitoring efforts of chemical contaminants include a USGS
study which is part of a larger national effort, short term monitoring at the
Middle Fork Diversion, groundwater studies conducted by several agencies, and
compliance monitoring at the water treatment facilities.
The
USGS Puget Sound Basin water quality assessment included a year-long monitoring
effort at three sites along the Nooksack River (Embrey, 1999).
Pesticides, volatile organic compounds, and major ions were sampled once
a month between March 1996 and May 1997 at Fishtrap Creek and Brennan and major
ions were measured at North Cedarville. Additional
monitoring was conducted during storm events.
The data from this monitoring effort is still being reviewed and the
report is expected to be complete in 2000.
Several agencies were involved in a series of groundwater studies in the summer of 1998. The Department of Ecology, Environmental Protection Agency, USGS, Washington State Department of Health, and the Whatcom County Health Department investigated a large number of wells throughout the Bertrand Creek area. A core group of key pesticides and chemical contaminants were measured and compared to the drinking water standards, at a minimum. The Department of Ecology investigated 123 wells over a two-phase study (O’Herron, 1999). Ecology reported that a number of wells were found with levels of 1-2 DCP which has been used as a soil fumigant but is being phased out of the marketplace. In wells that had historically been contaminated with EDB, the levels had significantly dropped, although some still exceeded drinking water standards. Additionally, extended tests of some wells found trace levels of several other chemical contaminants, yet the levels were well below drinking water standards. As of the writing of the NSPP, the data and report were being reviewed and were not available.
The
City of Bellingham began monitoring levels of arsenic, cadmium, chromium,
copper, iron, lead, mercury, nickel, zinc, and total organic carbon in 1998 at
the Middle Fork diversion. Indications
from City personnel are that this program will be ongoing (Wendling, 1999).
The
City of Lynden tests levels of primary and secondary chemicals every 12 months
from their surface water source. In
addition, they test for pesticides every 36 months and radionuclides every 48
months or as directed by the Washington State Department of Health.
The City of Ferndale also tests for these parameters.
A review of Lynden’s and Ferndale’s data for SOC and VOC showed no
detections of the tested chemicals in the source water.
The
City of Ferndale wastewater treatment facility had a Class II inspection in June
1997 (Hoyle-Dodson, 1998). The
inspection tested both effluent and receiving waters. In the effluent sampling one VOA compound (chloroform), eight
BNA compounds, and one pesticide (Lindane) were detected, but neither chronic or
acute water quality criteria were exceeded by any of the compounds.
In addition, four priority pollutant metals were detected in the
composite effluent. Copper (19 ug/L)
exceeded both acute and chronic criteria; lead (9.6 ug/L) and zinc (43 ug/L)
exceeded chronic criteria. Another aspect of the inspection included samples upstream
and downstream of the receiving waters in the Nooksack River.
Six metal compounds were detected in the upstream and downstream
receiving water samples (arsenic, chromium, copper, lead, nickel, and zinc).
In the upstream sample, lead exceeded the chronic water quality criteria
while copper was within the chronic criteria.
Because the samples taken above and below the receiving waters were below
the PUD intake this is not a priority concern for source water quality for the
PUD or its customers. Potential
impairment of other beneficial uses associated with the river was not evaluated
since it is outside of the scope of the NSPP.
III.3.4 Nutrients
Nutrients
include nitrogen and phosphorus compounds, which stimulate plant growth.
Nutrients can be introduced to the water through runoff of fertilizers,
manure, septic systems, erosion, detergents, and the natural decay of organic
material. High levels of nutrients
can over-stimulate plant growth and cause algal blooms.
In terms of source water, impairment from high levels of nutrients may
present itself in the form of taste and odor problems created by algae or
bacteria in the distribution system.
Nutrient levels in the Nooksack River have been investigated through the Ecology ambient monitoring program, the Ecology TMDL study, the USGS water quality assessment, the City of Bellingham Middle Fork diversion and various tributary studies. The USGS nutrient investigation reported that the Nooksack River had some of the largest nutrient inputs and yields when compared with other rivers in the Puget Sound Basin (Inkpen and Embrey, 1998). The inputs were associated with the large amount of agricultural land use. It was reported that approximately 90 percent of the nutrient inputs originate from animal and manure fertilizers. Actual concentrations of nutrients measured in the Nooksack are not reported in the preliminary information prepared on the study. Therefore, the extent to which nutrients exceeded suggested limits for various uses is unknown at this time. The raw data and final report will not be available until mid summer 2000.
There
currently are not standards for nutrients.
However, EPA documents suggest that total phosphorus (TP) concentrations
not exceed 0.10 mg/L for streams that do not flow into reservoirs or lakes and
that concentrations of PO4-3 above 0.10 mg/L may interfere
with the coagulation process in water treatment plants (MacDonald, et.al., 1991;
EPA, 1986). Review of the TMDL
study data for the mainstem Nooksack River sites indicated that with few
exceptions, TP concentrations were below 0.10 mg/L. The May 1997 and October 1997 sampling events were the
occasions where total phosphorus concentrations exceeded 0.10 mg/L.
The increased concentration in October was likely the result of increased
runoff since the October collection was a storm event sampling. The May
sampling, however, was not related to a rain event.
Therefore, there is not an obvious explanation for the elevated TP
concentration during this collection effort.
A review of other parameters for the May 1997 sampling event indicated
that other parameters measured also were elevated during this period.
The highest TP concentration measured during the TMDL study period, 0.20
mg/L, was at the Lynden/Hannegan Bridge site on May 14, 1997.
The
geometric annual means were calculated for Ecology’s North Cedarville and
Brennan ambient stations for TP for the period of 1977-1998.
As shown in Figure 27, the annual geometric means have been below the
recommended TP concentration of 0.10 mg/L.
An interesting occurrence illustrated in the Annual Geometric Mean Total
Phosphorus chart is that for a period of about ten years (1978-1988) the TP
concentrations were relatively flat. In
1989, the Brennan station jumped from a geometric mean of 0.038 mg/L to an
annual mean of 0.061 mg/L. There
was also a less dramatic increase at North Cedarville; from 0.026 mg/L to 0.038
mg/L. Since 1989, the TP annual geometric means have experienced
greater fluctuations than in the period of 1978- 1988; although still well below
the recommended 0.10 mg/L of TP. The
number of samples collected each of year, precipitation levels, and surrounding
land uses are all possible factors in the TP variations after 1988.
Since suggested levels for TP concentrations were not being exceeded, an
effort was not made to correlate changes in TP after 1989 with rainfall or other
influencing factors.
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Water
purveyors interviewed for the NSPP have not experienced problems with taste and
odor. Taste and odor complaints
would be an indication of nutrient impacts to source water for potable use.
However, other beneficial uses may be impacted by nutrient levels in the
river.
III.4 Identification of Data Gaps and/or Additional Monitoring Needs
As
discussed early in Section III.2, there have been a number of monitoring efforts
undertaken in the Nooksack Basin. However,
there are still gaps in the database for a number of reasons:
Based
on preparation of the NSPP, a review of historic and current monitoring
programs, the assessment for why data gaps exist, and the need for adequate
information for purposes of evaluating trends in source water quality, a list of
additional monitoring needs that should be pursued follows. Modifications and additions to existing monitoring programs
should be considered as part of the implementation of the NSPP recommendation
for a Comprehensive and Collaborative Basin-Wide Monitoring Program (Section V).
Additional suggestions such as developing a QAPP-shell for basin programs
are included in the NSPP recommendation.
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[1]EPA/625/6-86/013, Stream Sampling for Waste Load Allocation Applications and EPA 440/4-91-001, Guidance for Water Quality-Based Decisions: The TMDL Process.