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BOH Agenda 022620
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BOH Agenda 022620
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Last modified
10/5/2020 1:35:02 PM
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10/5/2020 11:16:52 AM
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BOCC
Date
2/26/2020
Meeting Type
Regular Meeting
Document Type
Agenda
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BOH Minutes of 022620
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\Advisory Boards and Commissions - Active\Board of Health\Minutes\2020
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or other non-potable water shall be cased and grouted so that contamination of <br /> overlying and underlying groundwater zones shall not occur. <br /> 15. The top of the casing shall be terminated at least 12 inches above land surface, <br /> regardless of the method of well construction and type of pump to be installed. (6) <br /> The casing in wells constructed to obtain water from a consolidated rock formation <br /> shall meet the requirements specified in this Rule and shall: <br /> a) Prevent any formational material from entering the well in excess of the levels <br /> specified in Paragraph (H)of this Rule; and <br /> b) Firmly seated at least five feet into the rock. <br /> c)The casing in wells constructed to obtain water from an unconsolidated rock <br /> formation (such as gravel, sand or shells)shall extend at least one foot into the <br /> top of the water-bearing formation. <br /> d) Upon completion of the well,the well shall be sufficiently free of obstacles <br /> including formation material as necessary to allow for the installation and proper <br /> operation of pumps and associated equipment. <br /> e) Prior to removing equipment from the site, the top of the casing shall be <br /> sealed with a water-tight cap or well seal, as defined in G.S. 87-85(16),to <br /> preclude the entrance of contaminants into the well. <br /> History Note: Substitute for NCAC 02C.0107 <br /> Eff. July 1, 2008;Amended eff. October 23, 2009;November 21, 2008;March 25, 2020 <br /> E.Allowable Grouts) Comment[VH55]:SECTION E-F REVISED OCHD <br /> SECTION TO ADOPT STATE VERBIAGE 02C.0107 <br /> 1. One of the following grouts shall be used wherever grout is required by a rule of this <br /> Section.Where a particular type of grout is specified by a Rule of this Section, no <br /> other type of grout shall be used. <br /> a) Neat cement grout shall consist of a mixture of not more than six gallons of <br /> clear, potable water to one 94 pound bag of Portland cement. Up to five percent, <br /> by weight, of untreated Wyoming sodium bentonite may be used to improve flow Comment[VH56]:CLARIFICATION OF THE <br /> and reduce shrinkage. The Wyoming sodium bentonite shall be 200 mesh with a GROUTING MATERIAL SUGGESTED BY STATE <br /> yield rating of 90 barrels per ton. If bentonite is used, additional water may be <br /> added at a rate not to exceed 0.6 gallons of water for each pound of untreated <br /> Wyoming sodium bentonite. <br /> b) Sand cement grout shall consist of a mixture of not more than two parts sand <br /> and one part cement and not more than six gallons of clear, potable water per 94 <br /> pound bag of Portland cement. <br /> c) Concrete grout shall consist of a mixture of not more than two parts gravel or <br /> rock cuttings to one part cement and not more than six gallons of clear, potable <br /> water per 94 pound bag of Portland cement. One hundred percent of the gravel <br /> or rock cuttings must be able to pass through a one-half inch mesh screen. <br /> 23 <br />
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