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.S_T~a~D SYSTEM C0~,ST~UCTION DE~L SHEET <br /> <br />July 21, 1993 <br />APPLICANT~ <br /> <br />ERIK W~$~ANN <br />93-2351 <br /> <br /> Your site has been found suitable for a STANDARD ON-SITE SEWAGE DISPOSAL <br />SYSTEM R~AiR, The following construction specifications shall apply to the <br />installation of your s~tie syste~. <br /> <br />1. The septic tank ~hall have a minimum liquid capacity of 1~ <br /> gallons. <br /> <br />The projected 4ally sewage flow for this pro]act is calculated at <br />4§~ ~allons De~ dav. ~a$~d on soil conditiOnS observed on this <br />site, the disposaI ~ield will be sized at ~50 line~.l feet De~ 150 <br />~alloe~ of projected daily sewage flow. A minimum of 450 lineal <br />feet of disposal field will be required for ~u~ propose~ 'aevelop- <br />meet, The disposal trenches are constructed two (2) fe~t wide <br />on minimum ten (10) foot centers and with nO line ex~eeding <br />feet in length, The trsnches and perforated pipe are installe~ <br />level (~1") and COntoured to follow ~he natural ground surface. <br /> <br />The disposal field shall b~ constructed with ~ial distribution <br />with a misimum trench de~th of )4 inches and a maximum trenoh <br />depth of ~,4 inchg~. There must be at least ~ of backfill <br />over the top of the g=~vel, measured f~om the ~atural ground <br />surface. <br /> <br /> A~ effluent lift pump may be necegsary to construot the disposal field <br />in the approved area and at the correct depth, <br /> <br /> This approval is site speci~i~ to the area tested and the septic system <br />mu~t be located in the {mmediate a~ea of the te~t pits unless otherwise authO- <br />rized b~ this o~ice. A new si~e evaluation may be ~equire~ if the syste~ i~ <br />propesed for a different a~ea on the property. <br /> <br /> The exlstin9 septic tank~ must ~e pumped and prcfPerly abandoned, <br /> COnstruct the drainfields as far up slope as possible, bu~ at lea~t 100 <br /> feet from all wells. A 5Q ~t setback fr~ the down slope road cutbank <br /> and ditch i~ required. Observe all other normal setback/separation <br /> <br /> stakeout is reco~m~ended ~e eetablish accurate ele=a~ions and location~ <br /> of all components Of the ~epair ~ystem. <br /> <br />UNTIL A, VAL~ PEHMI~ HAS ~.EN ISE~ED BY ~HI~_OFFICE. <br /> <br /> <br />