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1992 APPLICANT: SITE NUMBER: HOH~sT~IN/JO~2N ~LDON 14469 Your site has been found suitable for a SEePAgE TRENCH ALTEP~NATIVE $~WAGE DISPOSAL SYSTEM. The following construction specifications shall apply to the installation Of your septic syste~. 1. The septic tank shall have a minimum liquid capacity of 1OO0 ~allons. The pro,to%ed daily Sewage flow for this pro,eot is caloulated at 450...~al~ons Der day. Based On Sell conditions observed on this eite~ the dis~sal field will be sized at 50 linp~., feet De~ 150 ~al~ns of p=ejected daily sewage flow. A minimum of %50 lineal ~ of disposal field will be re~ired fo~ your proposed develop- ment. The disposal =renches are constructed two (2) feet wide and On minimum ten (lO) foot centers and with no line exceedinq feet in length, The trenches and p~rforated pipe are installed level (±1") and co,to, red to f011ow the natural ground surface. The dis~sal field shall be constructed with se~i~.distribut~pn with a miniraum trench depth Of ~6 knuh~s and a maximum %reach depth of ~2 .i~che. s. The depth of filter below the distribution pipe $hall be 18 inches. There must be at least 12 i~.~s of backfill over the top of the gravel, measured from the natural ground surface. ~n effluent lift pump may be necessary to construct the disposal field in the approved area and at th~ =orrec~ depth. This a~=oval is site spesific to the area tested and the septic system must b~ l~cated in the immediate area of th~ test pits unlems otherwise authorized by this office. A new site evaluation may be required if the system is proposed for a different area on the property. $~ECIAL CONDITIONS: Drainfields must be constructed as the individual lines are currently staked for location. A twenty-five feet mieimum separation is required between the downslope house excavation and the lowes~ drainfield line~ of both the original and replacement drainfields. Refer to the enclosed setback llst which outlines other conditions that will affecC the building site and drainfield Construction. It will be difficult to eon- strUOt drainfields on this stee~ hillside. Caution must be exercised not to disturb the natural topsoil d~ing drainfield construction. Any clearing activities should be p~rfcrmed by the same party ~esponslble for the d~ainfield construction, or someone knowledgeable about minimum site conditions required for drainfield construction. T~ IS NOT AP~M~ ~%0 XN~A?.T. TH~...$~P=XC ~ySTEM. DO NOT XN~TaT~. ~HE SYST~H UNTIL A ~.A~D,P~RMX~ ~ B~ XSS~ ~Y '~li~ OFF~C~