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Nezperce


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NEZPERCE EXECUTIVE SUMMARY

REPORT OF GEOLOGIC/HYDROGEOLOGIC SERVICES
CITY OF NEZPERCE
LEWIS COUNTY, IDAHO
 

INTRODUCTION

The City of Nezperce (Nezperce) is located in the Clearwater Plateau, in central Lewis 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 can either 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. Nezperce supplies water to approximately 525 people with two water supply wells (NP-1 and NP-4) 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 Nezperce 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 Nezperce is defined by its location near the center of the Nezperce Plateau and older basement upland areas that bound the town on the south, southeast, and northeast. The regional geology and cross-sections suggest that over a thousand feet of basalt are present in the Nezperce area. Some driller's logs report thin (<15 feet) interbedded clay sediments of the Latah Formation between basalt flows. A surficial silt and clay unit caps the Nezperce area that is derived from surrounding basement highlands and very thin deposits of wind blown loess. The silt and clay unit varies in thickness ranging from approximately 5 to 85 feet in the Nezperce vicinity. Geologic mapping delineated two synclines and an anticline in the Nezperce area. These 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. Basalt flow systems are generally recharged from precipitation at higher elevations. At upper elevations, the basalt aquifers can thin or by following the slope of the underlying basement dip upward. The water flows through the aquifers bounded above and below by the middle zone of the basalt flow generally discharging in the form of springs at lower elevations. The extent of the regional flow system is defined by geologic and geomorphic boundaries.


Groundwater recharge to the Clearwater area is predominantly through precipitation that averages approximately 22-inches per year, most of which is lost to evapotranspiration and overland flow. The wells completed in the deeper aquifers would receive relatively little recharge because most is intercepted by the shallow aquifers and wells. It would be expected that water pumped from wells completed in the deeper aquifers would be replaced predominantly with water in storage because the withdrawal rate would exceed the quantity and rate of recharge water migrating from above. Ground water withdrawn under these conditions contributes to declining water levels that may eventually require deepening of area wells to remain completed in saturated aquifers.

 

Water usage records and water level data for Nezperce's Well NP-4 are available for the period of 1994 to 1997 and 2001 to 2002. 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 Nezperce does not appear to have a water supply problem at this time.

 

Analytical nitrate data for water samples obtained from Well NP-4 are available for some years between 1969 and 2000. The analytical data for Well NP-4 indicate that all the historic nitrate concentrations are below the MCL of 10 mg/l; the concentrations are elevated relative to background levels of 2 mg/l indicating potential anthropogenic (man induced) influences. The elevated nitrate concentrations are most likely caused by water wells with improper well construction.

 

CONCLUSIONS

Ground water is the sole water-supply source for Nezperce. We suggest that Nezperce monitor water level changes associated with present uses and reduce water use if large- scale, water level decline is identified. We believe that recharge to the shallow aquifers is small and that recharge to the deeper aquifers is even less. It may be possible to pump water from the aquifer(s) at greater rates than is supplied by annual recharge. 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. We would recommend that Nezperce monitor and record water level and pumpage information in Wells NP-1 and NP-4. 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 NP-1, NP-2 and NP-4 indicate that there does not appear to be any concentrations above the MCL of 10 mg/l, there are analytic results with elevated concentrations above 2 mg/l indicating potential anthropogenic influences. Nezperce should continue to monitor nitrate concentrations in the municipal water supply wells. Nezperce 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.