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11-26-2001 Council Packet
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11-26-2001 Council Packet
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OCT-31-01 UED 12:11 PH DEEPHAVEN CITY HALL FAXNa 18124741274 P. 08 <br />Section 330:00 <br />one and one-half inches. <br />Other filter media and related filter and back^^'ash rates may be used subject <br />to approval by the health ofGcer. <br />Patented underdmin systems may be used provided that they give results <br />which arc equal to or better than that above. <br />Diaiomite Type Filters. <br />1. <br />2. <br />Diatomite type filters shall be designed for operation under pressure or <br />vacuum. The design capacity shall not exceed two gpm per square foot of <br />effective filter area. <br />The determination of the filter area shall be made on a basis of a true and <br />effective supported septum surface. In the case of fabric septums, the area <br />compulation will be made on the basis of measurements of tlie septum <br />suppon in a reasonably constant plane. Area allowance shall not be <br />granted for folds in the septum fabric or deviations in the septum surface <br />which could easily bridge. <br />Tlic lank containing the filter dements shall he constructed of sled, plastic <br />or other suitable material, which will satisfactorily provide resistrnce to <br />conosion, with or without coaling. Pressure fillers shall be designed for a <br />v/orklng pressure equal to the shut-off head of the pump, with a safety <br />factor of four (4). Vacuum filters shall be designed to withstand the <br />pressiuc developed by the weight of the w'ater contained therein and closed <br />vacuum fillets shall, in addition, be designed to willistand the crushing <br />pressure developed under a vacuum of 2S inches of mercuiy, both with a <br />safely factor of 3.5. <br />In cither type filter wdicre the tank is fabricated from material which is <br />corroded by water, then a suitable corrosion resistant coating shall be <br />applied to retard such attack. <br />The filter dements shall be fabricated of corrosion-resistant materials <br />tliroughout. They shall be designed to be adequately resistant to a <br />differential pressure between influent and effluent of not less than the <br />maximum pressure, wdiich can be developed by the circulating pump and <br />shall be of adequate strength to resist any additional stresses developed <br />during the cleaning operation. The filter septum, upon which the filter-aid <br />cake is deposited, shall be provided willi openings, the minimum <br />dimensions of which shall be not greater than O.OOS inches. <br />P'-ovisions shall be made to introduce filter aid into the filter in such a w'ay <br />as to evenly precoat the filter septum before the filter is placed in
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