Technical Assistance Center for |
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***Back to the Mission Statement Page*** Technical Assistance Center Progress Reports:
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| Location | Type of site | Problems to be investigated |
| Herndon | Surface, Lake | DOC/THM |
| Spa | Surface, Lake | DOC/THM |
| Taylorsville | Surface, Lake | DOC/THM |
| Herrington | Surface, Lake | DOC/THM |
| Green River Reservoir | Surface, Lake | DOC/THM |
| Logsdon River | Groundwater, karst | Bacteria, turbidity, karst transport mechanisms |
| Diamond Caverns Campground | Groundwater, karst | Bacteria, turbidity, karst transport mechanisms |
| Auburn City Spring | Groundwater, karst | Bacteria, turbidity, karst transport mechanisms |
| Trenton | Groundwater, karst | Bacteria, turbidity, karst transport mechanisms |
| Salt River (RM 0-120) | Surface, river | DOC/THM, bacteria |
| Green River (RM 0-50) | Surface, river | DOC/THM, bacteria |
| Surface, river | DOC/THM, bacteria | |
| Ohio springs | Groundwater, non-karst | DOC/THM |
| Licking springs | Groundwater, non-karst | DOC/THM |
| Montgomery springs | Groundwater, non-karst | DOC/THM |
| Breckenridge springs | Groundwater, non-karst | DOC/THM |
Several other aspects of the task are underway.
- In further discussions with Division of Water, we have identified problems reported in the Ohio River basin by the Cincinnati Waterworks and the University of Cincinnati with noxious algal blooms on the Ohio River and perhaps some tributaries. These blooms have become more pronounced over the past 2 years and will pose a significant cost to small water supplies if this trend continues. We suggested that this may be an area for future study, and the DOW made some suggestions for areas where we could concentrate our efforts. We have developed, and will be submitting, an algal assessment and monitoring proposal for implementation in Year 3.
B. Difficulties Encountered. There are none to report. The preparation for the Task III sampling program has gone smoothly and we have received excellent cooperation from the individuals and agencies with which we have had contact.
C. Preliminary Data Results. We have no specific water quality data to report so far, although we report here the tentative list of the sites that will be monitored in the source water protection program.
D. Anticipated Activities. We expect that the next quarters focus will be to finalize selection and agreements with potential stakeholders, to finalize the selection of sampling parameters and protocols, and to install appropriate equipment. We also expect to continue research into the special problems of water storage, contaminant transport mechanisms, and emergency procedures for spills associated with karst terrains/aquifers. Specifically, we plan to have the final selections, cooperative agreements, and equipment to be in place by the third quarter, and sampling to begin early in the fourth quarter.
II. Discussion of Expenditures
We are approximately on schedule. In combined equipment and personnel costs, we have expended (or encumbered) $11,738.43 during the third quarter. Total expenditures are $34,967.41 or cumulatively about 35% of our budget to date. Many of the expenditures associated with this task will come in the last quarter of the projects first year, because 1) not all of the personnel and consultants have had to be involved so much in the development of the water stakeholder information network, which has been an important focus so far, and 2) a large part of the Task 3 budget is for water quality laboratory work, and as we have not begun sampling yet, this money has not been used. All technical and managerial personnel on the task, as well as the students, will be active for the remainder of the year. There are no discrepancies to report.
III. Key Personnel Changes
There are no personnel changes to report.
I. Work Status
The primary objective of Task 4, Development of a Database Management System (DBMS), is to provide appropriate methods and structures for reporting data and metadata to meet the needs of: (1) facilitating efficient and convenient reporting of information by all other Tasks, (2) appropriate capture and storage of all data and metadata by the DBMS, and (3) accessible retrieval of information and materials by end users along with ancillary information required for interpretation. The DBMS serves as the primary nexus where integration, exchange, synthesis, and end-user retrieval of information from the other Tasks take place. The function of the DBMS has been structured to specifically provide for interaction with the other Tasks in order to facilitate all aspects of data reporting, data storage, and information retrieval, while fostering the functional operation of the DBMS as an integrated whole.
A. Work progress
This Task's progress continues to keep pace with or stay ahead of our goals within the project. Much of our effort was focused on additional website development as an important tool for communication, conveying information, and publicizing the services of the Technical Assistance Center. DBMS coordination with the activities of the other Tasks in the project also continued during this third quarter.
Expansion of communication and internet tools. We have added an internet reading room to our website (http://water.wku.edu/info/readingroom/index.html). This reading room could be extremely useful for making public documents available to water providers and other stakeholders. Converting documents to image and html format is labor-intensive, however, and we will have to prioritize further development of this facet of the website in the context of other essential efforts of this Task.
One new innovative communication tool has been implemented in our website: a utility that allows even users without email addresses to send email to the Technical Assistance Center (viewable from http://water.wku.edu/help.html). This original utility is the result of innovative programming by Mr. Maxx Lobo, an undergraduate student who is working with us. With the implementation of this capability, even persons using public-access computers, such as those in libraries and schools, will be able to send requests for assistance or information to the TAC with dependable regularity.
Expansion of data tools for water systems. We are beginning to attempt modification of a spreadsheet, originally developed by Mr. Dell Harris and co-workers, now of the KRWA, for use by small operating systems to record and submit their Monthly Operating Reports to the Kentucky Division of Water. We envision making this spreadsheet a stand-alone software program that can operate without other pre-installed spreadsheet programs. Assuming we are able to accomplish this, we propose expanding our services in the future years of EPA funding to do the same with the Monthly Operating Report requirements for small water systems in other states.
B. Difficulties encountered. No significant or unexpected difficulties have been encountered during this quarter.
C. Preliminary data results. During this past quarter, we were able to document through computer logs some of the traffic flowing through our internet site. A summary of some of this information is presented in table 2.
Table 2. Website Visitor Statistics Report: Partial Log of Internet Traffic at the Website for the Technical Assistance Center for Water Quality, WKU.
Time Period [Days] |
1-3-99 to 1-29-99 [23 days] |
2-1-99 to 2-27-99 [25 days] |
3-1-99 to 3-15-99 [14 days] |
Unique Visitors |
42 |
73 |
15 |
Total Webpage Hits |
4170 |
9012 |
2574 |
Most Popular Day |
1-26 (1376 hits) |
2-23 (2277 hits) |
3-9 (384 hits) |
Avg Webpage Views/Day |
181 |
360 |
183 |
Geographic analysis of problems and trends in water quality and water quality violations is potentially a very powerful problem-solving tool. Because it encourages multiple perspectives of a problem, Geographic Information Systems (GIS) analysis can be very useful in identifying and evaluating non-obvious factors. In future years of funding, the DBMS should be able to take advantage of the detailed GIS data layers that will become available through state and federal source water planning and protection programs and requirements. With the ability to access and manipulate the rich lode of data and GIS layers becoming available, the information can be used to detect land use trends, identify problems, and most importantly, target solutions to those problems. This is a case where evaluation of data trends and careful attention to patterning can reap substantial rewards in the effort to create efficient, prioritized solutions.
As an initial evaluation of the power of large-scale geographic analysis as applied to water quality problems, Dr. Ouida Meier gathered several publicly available web-published data sources and plotted state-reported Maximum Contaminant Level (MCL) violations of water systems for the year 1996 (the most recent year published by the state Division of Water on its website) on a county-by-county basis. Following are four examples of important patterns in drinking water quality violations thereby detected in Kentucky. One of the maps built to examine some of these questions can be viewed on our web site at http://water.wku.edu/maps/county/index.html (included here as Figure 1).
Figure 1. Drinking Water Quality Violations in Kentucky, by County, 1996.
(posted at http://water.wku.edu/maps/county/index.html)
1) Heavy metals contamination in drinking water showed a strong geographic trend, all located in the mountainous region of far eastern Kentucky. These water providers relied on groundwater, while non-violating systems in the same region relied on surface water. It appears that the groundwater wells in this coal-mining region, either by natural or anthropogenic means or some combination, are especially prone to solubilizing elements such as arsenic, thallium, cadmium, antimony, barium, and beryllium. The systems with heavy metals contamination violations included a large proportion of day care centers, elementary schools, high schools, and nursing homes - especially vulnerable populations.
2) Trihalomethane violations were notable for their lack of geographic pattern. Upon closer examination, almost all trihalomethane violations occurred in water systems whose water source was "purchased surface water." This suggests that disinfectant by-products are a greater problem for water distribution systems that purchase surface water and, presumably, boost the chlorine content before distribution. It may be that the total number of MCL violations of this disinfectant by-product would be greatly reduced if this particular class of water systems took care to implement pre-chlorination ultrafiltration or similar treatment when appropriate.
3) Turbidity and fecal coliform violations appeared to occur most often in the outer reaches and upper elevations of watersheds. While this makes sense, one might have predicted instead that the higher-order river sections downstream would have had more of these problems. It may be that low water flow, or seasonally variable water flow, in these upper river systems and concomitantly poor dilution of sewage output are responsible to a significant degree for these turbidity and coliform problems. Water systems in these areas will be especially prone to these problems during drought periods, and may need to take special care in preparing action plans for such emergencies.
4) Demographic characteristics of the nine Kentucky counties with two or more water systems in MCL violation in 1996 were examined using information from the U.S. Census Bureau. These counties with more widespread drinking water quality problems fell into three distinct clusters according to four factors that appeared to show correlation: percent high school graduates, percent of land in farms, total resident population, and percent of births to mothers under 20 years of age. The mean of these values is shown in table 3.
Table 3. Demographic characteristics of nine counties with more than one water system in MCL violation, 1996 - by cluster group.
County cluster |
Cluster 1 |
Cluster 2 |
Cluster 3 |
(number of counties in group) |
(3 counties) |
(4 counties) |
(2 counties) |
Demographic characteristic: |
|||
Percent high school graduates |
47.6 |
56.4 |
74.3 |
Percent of land in farms |
2% |
79.5% |
58% |
Total resident population 1995 |
31,493 |
18,167 |
67,881 |
Percent births, mothers under 20 |
26.5 |
16.7 |
12.6 |
Certainly correlation is not causation, but understanding the demographics and social structure of regional populations helps in focusing the kind of assistance one can successfully offer. For example, enlisting the support of local officials, such as mayors and judge-executives, in improving local water systems may be much more important in some regions than others. Probably the most important point illustrated by this clustering is that widespread violations are occurring within multiple specific demographic character sets, land use types, and population sizes - not just one.
The implications of all of these geographic patterns have consequences that reach beyond Kentucky. Analyses of broad-scale data and geographic patterns can help in targeting regions that need specific kinds of help, and tailoring the kind of help offered to the needs of the community. The ability to further associate these kinds of patterns with surface water maps and groundwater movement information would be very powerful indeed, especially as the Technical Assistance Center expands to serve other states in the southeastern U.S. We hope to increase our use of GIS and produce more of these kinds of analyses: active conversion of "data" into succinct, comprehensible "information" is one of the services that the DBMS is capable of performing and may prove to be one of its most valuable contributions.
D. Anticipated activities. Efforts will continue in the development of the structure of the database itself, and working with the other Tasks to construct fields and tables that will capture all pertinent project data. We also plan to increase our publicizing of the availability of the Center's services to small rural water systems and appropriate local officials. Web site development is and will continue to be an ongoing effort as we strive to maximize its accessibility and utility for all users. Recent sources of guidance and interpretation for state and federal regulations have been found, and we hope to add these either as internet links or as whole documents to include in our new internet "Reading Room." We will continue to work on construction of data tools for small water systems.
Public events at which the Information and Database services of the Technical Assistance Center for Water Quality will be specifically showcased through presentations include the Kentucky Rural Water Association's Management Conference, 14-15 April 1999, and the Annual Conference of the Kentucky Waterways Alliance, 14-15 May 1999.
II. Discussion of Expenditures
Task 4 efforts and expenditures are on track. During the third quarter, Task 4 expended $18,706.74. Total expenditures to data are $60,600.63.
III. Key Personnel Changes
There have been no changes in key personnel within Task 4 during this quarter.
I. Work Status
The objective of Task 5 is to encourage pilot projects that demonstrate the benefits and effectiveness of innovative and emerging technologies in the drinking water industry. Water related commercial concerns and small water systems are contacted and asked to participate in pilot projects. The primary objective for the pilot projects is to identify technologies that lead to improvements in the capacity development of small public water systems, and their ability to comply with the Safe Drinking Water Act.
The Ultrafiltration pilot study for Oak Grove, Kentucky mentioned in the last quarterly report is on hold while Oak Grove and Hopkinsville, Kentucky negotiate a water purchase agreement. The Duck River Utility Commission that serves Manchaster and Tullahoma, Tennessee is conducting a dual pilot utilizing the Ultrafiltration and Microfiltration systems. A representative of WKU visited the Duck River pilot study. After several weeks of adjustments both systems are operating as intended. The source of water for this plant is an impounded reservoir. The Ultrafiltration system, located at the plant, takes raw water at the rapid mix. The only pretreatment is chlorine dioxide. The Microfiltration pilot is located at the intake because it does not do well with the addition of chlorine dioxide. The Ultrafiltration system (pore size - .01 micron) measured particle size is zero (0). Nothing passes through unless it is desolved in the water. The microfiltration system (pore size 1.0 micron) measured particle size was 1.0 micron. Membrane filtration will someday replace the rapid sand filter as the treatment of choice since it removes Cryptosporidium and insures compliance with the many requirements of the SDWA.
II. Discussion of Expenditures
During the third quarter, expenditures were $1,578.84. Expenditures to date are $3,887.13.
III. Key Personnel Changes
There have been no changes in key personnel connected with Task 5.


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