IDAHO WATER RESOURCES RESEARCH INSTITUTE

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Kooskia


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KOOSKIA EXECUTIVE SUMMARY

REPORT OF GEOLOGIC/HYDROGEOLOGIC SERVICES
CITY OF KOOSKIA
IDAHO COUNTY, IDAHO
 

INTRODUCTION

The City of Kooskia (Kooskia) is located in the Clearwater Plateau, in northwestern Idaho County, Idaho. There is some evidence based on ground water levels measured in selected municipal water wells within the Clearwater Plateau area have shown long-term declines. The long-term water level declines may be indicative of ground water withdrawal rates that exceed the rate at which water is recharging the aquifer. If this condition is allowed to proceed then the aquifer becomes a limited and finite resource that either can be depleted or reach a state that the cost associated with withdrawal becomes prohibitive. There is also evidence of elevated nitrate concentrations in ground water produced from water wells located in the Clearwater Plateau. Kooskia supplies water to 675 people with three water supply wells and has requested assistance in evaluating the water supply wells in relation to long-term use and elevated nitrate trends.
 

GEOLOGY

The geology within the vicinity of Kooskia is part of a larger geologic setting defined as the Clearwater Embayment. The Clearwater Embayment consists of basalt units that formed when flows of molten lava filled a pre-existing depression surrounded by a mountainous upland composed of granitic and metamorphic rocks. The basalt flows filled in low-lying areas over time. Geologic structures, drainage patterns, stratigraphy, and exposed basement rock divide the Clearwater Embayment into different basins. The numerous basalt flows of the CRBG in the area resulted in thicknesses that can exceed 3,000 feet.


The geologic setting for the community of Kooskia is defined by its location, where the junction of the south and middle forks of the Clearwater River meet in the northern part of the Stites-Kooskia basin. The locations of these rivers are controlled by north-south and east-west oriented geologic structures (faults and folds) in the Kooskia area. The regional geology suggests that over a thousand feet of basalt are present in the Kooskia area. Geologic mapping in the Kooskia area is planned to help define these faults and folds. These faults and folds formed during and after emplacement of the basalts.

 

HYDROGEOLOGY

As discussed earlier the Clearwater Plateau area is composed of a series of basalt flows that consist of very fluid basalt that flowed over great distances. The most significant water-producing units occur at the contact zones between overlying and underlying basalt flows. The middle portion generally acts as a barrier to vertical flow and separates the aquifers above and below. Most basalt flows are approximately 100 to 200 feet in thickness, thus the aquifers at the contacts are found approximately every 100 to 200 feet in depth.


Geologic and geomorphic boundaries define the extent of the Stites Basin that is approximately 10 miles wide and 15 miles long. The aquifer system is most likely defined by the lateral extent of the basalt flows as defined by the basin boundaries and interconnection with the Clearwater River. The extent of the aquifer system outside the basin is not presently known. Recharge to the basin is not well understood at this time and could be a combination of precipitation and contributions from the Clearwater River.


Water usage records and water level data for Kooskia’s Wells KW-1, KW-2, and KW-4 are available for the period from 1993 to 1994. It would appear from the limited data available that the quantity of water pumped is dependent on usage rather than the capacity of the well. Based on the available data Kooskia does not appear to have a water supply problem at this time.


Analytical nitrate data for water samples obtained from Wells KW-1 through KW-4 are available for some years between 1991 and 2002. The analytical data indicate that all the historic nitrate concentrations are below the MCL of 10 mg/l. Two samples obtained from KW-3 between 1991 and 1994 show concentrations elevated relative to background levels of 2 mg/l indicating potential anthropogenic (man induced) influences. Water samples obtained from KW-4 showed increasing nitrate concentrations until the well was remediated and the surface seal deepened. The nitrate concentrations fell to negligible concentrations after remediation of the well. The elevated nitrate concentrations are likely caused by improper well construction.

 

CONCLUSIONS

Ground water is the sole water-supply source for Kooskia. We suggest that Kooskia monitor water level changes associated with present uses and reduce water use if large- scale, water level decline is identified. The water level and pumpage data should be compiled and reviewed at least once per year.


The evaluation of nitrate concentrations in the available analytical reports for Wells KW-1 through KW-4 indicate that there does not appear to be any concentrations above the MCL of 10 mg/l, and there currently are no analytic results with elevated concentrations above 2 mg/l indicating potential anthropogenic influences. Kooskia should continue to monitor nitrate concentrations in the municipal water supply wells. Kooskia should develop a source water assessment/wellhead protection plan and implement strategies to protect surface areas and control activities with the contribution zones for each water supply well.