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APPLICANT; SITE ~UM~ER: RYAN ~AXTER 92-1049 Your site has been found suitable for a SR~PAGE T~NC~ ALTERNATIVE $~WAGE DIS~W~SAL SYSTEM. The following construction specifications shall apply to the installation of your septic system. The septic tank shall have a minimum liquid capacity of 1gO0 gallens. The projected daily sewage flow for this project is calculated at ~Og ~al~ns ~a~ ~ay. Eased on soil conditions observed on this site, the disposal field will be sized at 50 lineal ~eet Der 150 ~allon~ of projected daily sewage flow. A minimum of ~O line~ feet of disposal Zield will be required for your proposed develop- ment. The disposal t~enehes a~e constructed two (~) f~et wid~ and on ~inimu~ ten (10) f~t oanters and with no llne e~u~eding 125 level (~1") and contoured to follow ~he natural ground surface. The dispOsal field shall be conmtructed with se~l distributio~ with a minimum trench depth ef ~6 .iDche~ and a maximum trench depth of 36 inches. The depth of filter below ~he distribution pipe shall be 18 inches. There must be at least ~. inches of backfill over the top of the gravel, measured from the natural ground surface. This approval is site specific to the area tested and the septic system m~st be located in the i/~ediate area of the test pits unless otherwise authorized by this office. A new site evaluation may be required if the system is proposed for a different area On the pr0perty. S~CIAL CONDITIONS= There might not be enough space ~0 construct the 100 lineal feet of new drain~ield and s~ill meet the minimum required separation dis=ances~ however, it appears that at least 80 feet of drainfield can be con- s%zucted, refer to the enclosed setback list which outlines the minimum separation distances. The existing septic tanR must be pumped and ProDerly abandoned. ~Z~..A V~.~.~ PE~IT ~S ~EN ZSSUED BY~Is OFFICE..