IDAHO WATER RESOURCES RESEARCH INSTITUTE

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Lynnwood Estates Water System


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Lynnwood Estates Water System Publication

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LYNNWOOD ESTATES WATER SYSTEM EXECUTIVE SUMMARY

 REPORT OF GEOLOGIC/HYDROGEOLOGIC SERVICES

LYNNWOOD ESTATES WATER SYSTEM

KOOTENAI COUNTY, IDAHO

INTRODUCTION

This report summarizes the result of the geologic/hydrogeologic services for the Lynnwood Estates Water System (LEWS).  The services are provided by the Idaho Water Resources Research Institute’s (IWRRI) Technical Assistance for Rural Ground Water Development Within Idaho program.

 The LEWS is located approximately one to two miles northeast of Athol Idaho in Kootenai County.  LEWS supplies about 20 connections from Well #1 and Well #2 that are located in Figure 1. Water well reports for Wells #1 & 2 (Figures 2 and 3) show approximate production rates at the time of drilling of 50 gallons per minute (gpm) for both wells.  According to the water system operator for the LEWS Well #1 has been producing silt and sand with the pumped water.  The turbid water is undesirable for the water users and can create the potential for damage to the pump and in-line meters. LEWS has requested assistance in evaluating the potential to reduce or eliminate the turbid water by remediatingWell#1 or replacing the production capacity with a new well.  This report was written to address the general issues and options regarding Well #1.  It may be necessary to perform additional studies to further evaluate the conclusions of this memorandum. 

 The geology within the vicinity of Athol is part of a larger geologic setting defined as the Rathdrum Prairie.  The geology in the area of Athol consists predominantly of glacial deposits or reworked glacial deposits that filled in a pre-existing bedrock channel and or depressions. The bedrock is composed chiefly of Precambrian metamorphosed sedimentary deposits that were later intruded by Cretaceous granitic rocks.

 The aquifer in the area is within the glacial deposits that are characterized by mixtures of silt, sand and gravel.  A cursory review of water well reports in the LEWS area indicates that the thickness of the glacial deposits is in excess of 400 feet with ground water approximately 300 feet below ground surface (bgs). 

 WELL #1 CONSTRUCTION

Well # 1 was completed. on February 6, 1991 with an 8-inch diameter steel casing to a depth of 400 feet bgs within a mixture of clay, sand and gravel. The static water level measured at the time of drilling was 305 feet bgs. The casing was then perforated from 360 to 400 feet bgs with additional perforations using a Mills Knife along the same length of casing. The pump was set at 357 feet bgs just above the perforated section.

 The silt and sand that is being pumped from the well is most likely being introduced from the “clay” and “sand” adjacent to the perforated openings.

 RECOMMENDATIONS

 The options for removing the turbid conditions of Well#1 are remediation of the well or the completion or acquisition of another well to replace the production capacity.  The options are as follows: 1) raising the Pump, 2) remediation of Well #1, 3) acquiring access to Spencer Well on adjacent property, 4) drilling New Well at Well #1 Site and 5) drilling New Well at Well #2 Site.