NR 812.23NR 812.23 Driven point wells. Driven point wells are typically constructed in sandy soil areas with a high water table and groundwater in these areas is very susceptible to contamination. If a driven point well is constructed, the well driller or well constructor shall ensure that all of the following requirements are met:

NR 812.23(1)(1) Location. A driven point well shall be constructed to meet the location requirements and minimum separation distances specified in s. NR 812.08, and may not be constructed in a floodway.

NR 812.23(2)(2) Material. Well casing pipe and screens used for driven point wells shall meet the requirements specified in s. NR 812.11 (6) and (11).

NR 812.23(3)(3) Final casing height. The final height of a driven point well shall comply with s. NR 812.12 (12).

NR 812.23(4)(4) Minimum diameter. The minimum diameter of a driven point well is 1-1/4 inches.

NR 812.23(5)(5) Depth of casing. The well drive pipe, not including the screen, of a driven point well shall extend to a depth of 25 feet or to a depth 10 feet below the static water level in the well, whichever is greater.

NR 812.23(6)(6) Frost protection. Driven point wells, when protected against freezing, may be installed with a protective outer sleeve below frost depth. When installed in this manner, the top of the annular space between the well and the protective sleeve shall be sealed watertight with a sanitary well seal.

NR 812.23(7)(7) Pump installation. Pump installations for driven point wells shall be completed according to s. NR 812.32.

NR 812.23(8)(8) Screen replacement. Screen replacement is considered new well construction and shall meet all the requirements of this chapter. Screens may not be replaced on driven point wells that do not comply with the location requirements of this chapter.

NR 812.23(10)(10) Starter drillholes. Starter drillholes not exceeding 10 feet deep may be constructed to facilitate driving the pipe. If a starter drillhole is constructed, the annular space shall be sealed using the materials and methods specified in s. NR 812.13 (8) following completion. The temporary outer casing shall be removed if possible.

NR 812.23(11)(11) Flowing wells. The construction of a flowing driven point well shall meet the requirements specified in s. NR 812.15 (1).

NR 812.24NR 812.24 Dug type well design and construction. The department discourages the use of dug wells because they often pose a safety hazard and a threat to groundwater quality. Dug wells may only be constructed with the written approval of the department. A well driller or well constructor shall ensure that a dug well is constructed to meet the requirements of the approval and all of the following requirements:

NR 812.24(1)(1) Curbing wall.

NR 812.24(1)(a)(a) Depth. The curbing wall of a dug well shall be watertight to a depth of 25 feet below the established ground surface, or 10 feet below the top of the water table when the water table is encountered more than 15 feet below the ground surface. The curbing wall through the intake area shall be constructed to withstand any external pressure to which it may be subjected and shall be seated firmly enough to prevent settling.

NR 812.24(1)(b)(b) Concrete curbing wall. A concrete curbing wall shall be circular and at least 6 inches thick with concrete placed so as to be free from voids. The concrete mixture shall conform to the requirements of s. NR 812.20 (1). The curbing wall shall be reinforced vertically and horizontally with 3/8-inch metal rods on 12-inch centers. Rods shall overlap by 12 inches and be staggered, but the overlap may not occur at construction joints. The curbing wall shall be poured in one operation. There may not be a construction joint within 10 feet of the ground surface. Construction joints shall be left rough and shall be washed and brushed with neat cement grout before pouring of concrete is continued, if possible.

NR 812.24(1)(d)(d) Curbing wall installation. The curbing wall shall be constructed at the surface and carried down by excavating from the interior. If wood forms are used on the exterior of a concrete curbing wall, they shall be removed before the curbing is lowered. Exterior wood forms may not be used below the ground surface. Metal forms may be left in place.

NR 812.24(1)(f)(f) Upper terminal. The curbing wall shall extend at least 12 inches above the established ground surface. The ground shall be graded up around the curbing wall to a height of at least 6 inches above the ground surface so surface water will flow away from the well.

NR 812.24(2)(2) Dug well cover. The cover of the well curbing shall be made of reinforced watertight concrete at least 5 inches thick and of a diameter large enough to overlap the curbing wall by at least 2 inches. A drip groove shall be provided within one inch of the outer edge of the underside of the cover. The cover shall be free from joints. A pump installation access sleeve comprising a section of steel well casing pipe conforming to s. NR 812.11 (6) shall be installed in the cover at the time of pouring the concrete to fabricate the cover and shall terminate at least 12 inches above the top of the cover. The top of the cover shall be sloped to drain away from the access sleeve. A manhole, if installed, shall be provided with a 4-inch high metal curb equipped with an overlapping metal cover, the sides of which extend downward at least 1 1/2 inches. A tight joint shall be provided between the top of the curbing and the cover using a nontoxic plastic sealing compound. The manhole cover shall be locked or bolted in place to prevent entrance of water and to be safe from vandalism and accidents.