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May 10, ~994 SITE NUMBER: John David~on 94-01621 Your site has been found suitable fo= a CA~PING F~LL ALTERNATIV~ $~WAGE DISPOSAL SYSTEM. The follow£~g oenst~uctic~ s~eifications shall ap~ly to the i~allation of your septic gallons. 2. The ~roJected daily s~ag~ flow for thi~ projeo~ is ~alcula=ed 4so ~11ons..~ day. ~ased on soil conditions observed on m~nt. Th~ di~al t~enches are con~r~=tm~ two (2) fe~t wid~ and on min~ ten (10) foot centers a~4 with no li~e exceeding fee= in len~h. The trenches and ~=fo=a~ed pl~ are installed 3+ The dis~sal field ~hall be const~ted wi~h serial distribution with a minimu~ ~re~h depth of 12 inches an~ a max~um trench de~h of ~ inches. The capping fill material must be and approv~ prior ~o plac~ent. Th~ fill shall be o~ the textural class~ or one class finer, tha~ the ~ative topsoil. The dis~sal field ar~a must be scarified to destroy any vegetative mat on the surfac~, Fill ~te=lal shall be ev%nly graded to a final depth of six~een (16) inches over the gravel, cappiu~ Th~ slt~ ~m~ b~ ~ec%~d f;~ traffic, liv~stock, farming or other d~aging activities. A g=oundwater it~er0e~or i~ re~tred as part of this ~ystem. This interoeDtor trench must be CoB~gruoted a mini~m twelve (12) l~Ches wide by forty-eight (48) inches deep with thirty-six (36) inches of clean gravel placed over a four (4) inch s~oth wall ~=forated pi~, The interceptor must be ~ocated at least t~ (10} fe~ upslo~e from the ais~sal field and must dis0harge through a watertight, non-~rforated pi~ beside or below the die, sa1 field. A separation of 25 f~t is re~ired fr~ the se~ic tank if the tank is located ~pslo~ of the groundwate= intercept~, This approval is site ~pecific to the area teated and the septic system must be located in the i~diate area of the test pits uBless otherwise autho- pro~sed for a different area on the SPECIAL ~NDITIONS: ~e~ic system must be iOCated beton the te~t pits and the road, ~IL ,~ V~ID PE~IT ~,,,BE~ ]SS~D BY ~iS