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September APPLICANT: ~__~_~_T_~R PLU~SFUL~ 1993 JOHN M. KAILEY 93-2719 Your site has been found s=itable for a SAND FILTER PLUS FULL CAPPING FILL ALTERNATIVE SEWAGE DISPOSAL SYSTE~. The following ~onctruction Specifica- tion~ shall apply to the installation of your septic System. The septic tank shall have a minimum liquid capacity of ~ gallons. The projected daily sewage flow for this project ia calculated at 30 ell r da . Based on soil 0onditions observed on this cite, the disposal field will be sized at ~u5 lineal fee~_~r 150 ~allons of projected daily sewage flow. A minimu~ of 135 ~ feet of disposal field will be required for your proposed develop- ment. The disposal tFenshec are constructe~ two (2) feat wide and on minimum te~ (10) foot senters and with no line exceeding 125 feet in length. The trenches and perforated ~ipe are installed level (xl") and contoured to follow the natural ground surface. The disposal field shall ba oonstruOted with al dis 'bution with a minimum trench depth of ~ and a maximum trench depth of ~. The cap, lng fill material must b~ inspected and approved prior te placement. The fill shall be of the same textural class, or ene class finer, than the native topsoil. The disposal field area must be scarified to destroy any vegetative mat on the s~rface. Fill material shall be evenly graded to a final depth of sixteen (16) inches over the gravel. §~u~tems shall be constructed,, between Juae.,.,,~land O¢~qber 1 Or acceptable. 4. The site must be p~ote¢~ed from traffic, livestock, farming or other damaging activities. An effluent lift pump may be necessary to construct the disposal field in the approved area and at the correct depth. This approval ia site s~ecifio to the area tested and the septic system must be located in the irradiate area of th~ test pits unless otherwise autho- rized by this office. A new site ~ealuation may be required if the system is proposed for a different area on the property. SPECIAL CONDITIONS: The drainfields must be constr~ot~d within the area of the test pits on the highest surface possible. Use care not to alter the ground surface as the drai~fields r~ust be ¢onstructe~ into the natural undisturbed topsail. This capping fill is an integral part of the sand filter system. ~IE~ NO~ A ~ERM~,,,To INSTALL~ SEP~XC SYST~M.,.,DO NOT INST~LL THE ,SYSTEM