Laserfiche WebLink
-2- <br /> Mr. Gary Davis September 13, 1976 <br /> Given these facts, I suggest that: <br /> 1. The casing should be deeper, to at least several <br /> tens of feet below the water table, if you wish <br /> to insure protection against recycling your ef- <br /> fluents. I don't see how recycling can be avoided <br /> when effluents will move down toward the cone-of- <br /> depression under gravity influence. <br /> 2. Since it is not feasible now to add casing, I urge <br /> that you and others in the Deer Run Heights Sub- <br /> division periodically have your water supply <br /> analyzed for bacteria and nutrients commonly as- <br /> sociated with septic-tank effluent. <br /> 3. A reconnaissance study be conducted to determine <br /> the water-table configuration in the subdivision <br /> area. I will explore whether any hydrogeology <br /> graduate students would be interested in that as <br /> an independent study. I would be willing to super- <br /> vise such a study at no charge. <br /> 4. Mr. Tom Calabresa, Chief of the Private Water <br /> Supply Section of the Department of Natural Re- <br /> sources should be appraised of your concern. He <br /> may have authority to "force" you to rebuild your <br /> wells if a health hazard does exist; I'm not sure <br /> on the code. Nevertheless, if a hazard does exist, <br /> I am assuming you would want to take remedial action. <br /> On the beneficial side, if a problem does exist now, <br /> you would have a strong argument for any future devel- <br /> opment plans to be examined in detail before approval. <br /> 5. Prior to any further land development in the area <br /> where septic tanks would be installed, I suggest the <br /> developer, or perhaps the state, should conduct a <br /> ground-water investigation. The primary goals <br /> would be to identify: (a) the position of water- <br /> table divides; (b) annual fluctuations of water table; <br /> (c) rate of ground-water movement; (d) ability of soil <br /> to attenuate contaminants from septic-tank effluent; <br /> (e) the nature of voids (fractures, joints) within <br /> bedrock; (f) permeability and water-yielding charac- <br /> teristics of the bedrock aquifers. This would be an <br /> expensive study, but warranted, in my opinion, based <br /> on the adverse geologic environment relative to use <br /> of septic tanks in your home area. <br />