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June 30, 1994 APPLICANT~ SITE NUMBER: DETAIL GARY L. EUTRIC~K Your site has been found suitable for a STANDBRD ON-SITE SEWAGE DISPOSAL SYSTEM. The following sonstruetion specifications shall apply to the installa- tion of your septic system. 1. The septic tank shell have a minimum liquid capacity of 1000 gallons. The projeoted daily sewage flow for this project is ¢&leulated at 4S0 ~akloDs Der day. Based on soil conditions observed on this site, the disposal field will be sized at 75 lineal feet Der 150 .gallo~ of pro~ected daily sewage flow. A minimum of 225 ~ineal fees of disposal field Will be required for your proposed develop- ment. The disposal trenches a~e constructed two (2) feet wide and on minimum ten (10} foot denters and with no line exeeedi~g 125 feet in length. The trenches and perforated pipe are installed level (±1") and contoured to follow the natural ground surface. The disposal field shall be constructed with f~rial distribution with a minimum trench ~depth of 24 inches and a maximum trench depth of 36 inches. There must be at least 12 inches of backfill ever the top of the gravel, measured from the natural ground This approval is site specific to the area tested and the septic system · USt be located in the in~ediate area of the test pits unless etherwise autho- rized by this office. A new site ~galuation may be required if the system is proposed for a different area on the property. SPECIAL CONDITIONS~ A pre-const=uotien field st~keemt will be required to establish the locations and el~ations of the individual drainfield li~es of both systems prior to any excavation. Use care in siting the house and appurtenances so not to encumber ~he drain~ield areas. R~fer to the stakeout 9rocedure and the Setback lis= fo= details to complete the stakeout. Note, especially the setback form the water-line easement. An alternative sand filter system with 90 feet of dralnfield minimum will be necessary for future =epai=s.