Town of Harrah - Well No. 2 - Drilling, Casing, and Testing

Construction of a new potable water well to provide a source of groundwater for municipal use. The well will be constructed to obtain the greatest possible yield (approx. 500 gpm) within the limits of well depth (approx. 540 LF) and diameter. The well will be drilled through unconsolidated and consolidated formations using rotary drilling methods. Well construction will include a surface seal, grouting, casing, well screen, development, disinfection, pumping tests, and site cleanup. Schedule A includes drilling and preliminary drill stem well yield testing to 500 LF below ground surface. If desired flow rates are achieved at 500 LF below ground surface, work may continue to include Schedule B. Otherwise, the well may be drilled to an approximate depth of 1,050 LF as outlined in Additive Schedule C.