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Ord 1990-014
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Ord 1990-014
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Last modified
7/23/2007 10:35:30 AM
Creation date
7/23/2007 10:35:29 AM
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City Clerk
City Clerk - Document
Ordinances
City Clerk - Type
Amending
Number
1990-14
Date
2/26/1990
Volume Book
97
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<br />tension while the annular materials (sand and bentonite pellets) <br />are gravity fed from the surface. For wells in which the pilot <br />hole is unstable, the well and annular materials will be <br />installed inside the auger string. As the annular materials are <br />gravity fed into the auger string, the augers will be gradually <br />withdrawn from the hole, allowing the materials to fill in <br />around the well. The remaining annulus will be filled with a <br />cement/bentonite grout. <br /> <br />The casing string, the design of which will be determined by the <br />field hydrogeologist based on the geologic log, will consist of <br />two-inch ID Schedule 40 PVC flush-joint threaded blank and <br />slotted casing (factory decontaminated and plastic wrapped). <br />The slots will be O.OlO-inch machine-slotted and spaced 1/8-inch <br />apart. Viton o-rings will be used in the joint connections. <br />Filter sand (such as Texas Mining Co. 16-30 frac sand) will be <br />emplaced to a level of no more than feet above the top of the <br />slotted portion of the casing. The sand level will be verified <br />with a weighted tape marked in hundreds of a foot. A bentonite <br />pellet seal several feet thick will be placed above the filter <br />sand. Distilled water will be poured on the pellets to initiate <br />swelling if water is not present at the top of the pellet seal. <br />The position of the bentonite pellets will be verified with a <br />weighted tape. The cement/bentonite grout will be comprised of <br />a slurry mixture of Portland Type I cement and two percent <br />powdered bentonite. <br /> <br />A lockable steel protector casing will be installed from <br />approximately two feet below ground level to slightly above the <br />top of the PVC casing. A 6-foot by 6-foot concrete pad, six <br />inches thick and reinforced with steel, will be constructed <br />around the surface casing. <br /> <br />Prior to commencement of drilling operations and between wells, <br />the drilling equipment that will corne in contact with the <br />borehole or casing materials will be thoroughly steam cleaned. <br /> <br />The monitoring wells will be developed by bailing and/or hand <br />pumping. Detailed well development and sampling records will be <br />prepared. <br /> <br />Upon arriving at each well and immediately after opening the <br />well, the air in the well will be sampled for volatile organic <br />compounds by inserting the probe of an organic vapor meter <br />several inches into the well and recording the measurement in <br />parts per million by volume (ppmv). Prior to geveloping the <br />wells, water levels and total well depths will be measured with <br />an Olympic water level probe (to the nearest 0.01 feet), and the <br />volume of water in each well will be calculated. <br /> <br />Next, sampling will be performed to check for the presence of <br />immiscible layers. The possible presence of immiscible layers <br /> <br />3 <br />
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