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from the Art Center of Minnesota. Soils int., ed by the Soi 1 Survey <br />include Anoka loamy fine sand, which would have similar percolation <br />characteristics to Site A. This property contains a large estate with <br />mansion and caretaker house, and would have to be subdivided to create <br />a 6-8 acre parcel for a community drainfield. The property has excel- <br />lent potential for a high quality housing development. Due to a <br />centrally located wetland in the open field area where no trees would <br />have to be removed, the costs of developing this site for a drainfield <br />would likely include tree removal. The value of the raw land for <br />development is probably at least $15,000 per acre, and a parcel large <br />enough for a community drainfield would likely cost $150,000 or more. <br />There would be virtually no difference in the cost of the collection <br />system to get to this site, but the cost of installing the drainfield <br />could be substantially higher. <br />Total cost estimated at $500,000 collection system <br />150,000 land acquisition <br />150,000 drainfield and site work <br />$800,000 <br />200,000 plus 25% legal, engineering, <br />administrative <br />$1,000,000 _ 83 = $12,050/unit <br />In either site, there is a high potential for ground water pollu- <br />tion because of the relatively sandy soils and high nutrient concen- <br />trations in a relatively small area. The close proximity to wetlands <br />bordering Lake Minnetonka, as well as the proximity to developed <br />residential areas, are also factors which make the community drain - <br />field alternative unattractive and a potential nuisance if it <br />experiences problems. <br />City staff would strongly recommend against the Community drain - <br />field alternative, based not only on the estimated cost equivalence to <br />a standard municipal sewer system, but also on the added maintenance <br />costs to each homeowner with individual pump stations, the need for <br />continuing regular tank pumpouts, the potential problems of pollution <br />and the unknown life span or efficiency of such a system. <br />OPTION 6. Installation of individual holding tanks with off -site <br />disposal. <br />Where on -site treatment and disposal of septic tank effluent is <br />not possible due to site limitations, an individual holding tank is <br />often a reasonable solution if A) The water use is minimal, such as in <br />a seasonal cabin; or B) When construction of collection system with <br />off -site treatment and disposal is imminent. Orono code allows hold- <br />ing tanks only as a temporary solution for existing problem situa- <br />tions, and never for new construction except of a temporary basis <br />during construction. <br />The costs of installation of a 2000 gallon sealed concrete hold- <br />ing tank is estimated at $2,000. The yearly maintenance costs are <br />exceedingly high, depending on actual water use. Cost of pumpouts is <br />13 <br />