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STANDOUTS, SyS~M CON~ltUC~I.ON DETAIL Sm~ET <br /> <br /> ILE <br /> <br />October 14, 199~ <br />APPLICANT= John Davidson <br /> <br /> Your site has been found suitable fOr a STAI~ARD ON-SITE $~WAGE DISPOSAL <br />SYSTEM- The following construction sp~cificatlons shall apply to the installa- <br />tion of your septic systeM. <br /> <br /> 1. The septic tank shall have & minim~ liquid capacity of <br /> gallons. <br /> <br /> 2. The projected daily s~age fl~ for ~his pro~ect is calculated <br /> 450 ~allons ~T day. Ba~ed on soil conditio~8 obse~ed on <br /> ~ite, Che dis~sal field]will be sized aC 150 ,,lineal fee~= <br /> a~lons of projected dally sewage ~1~. A min~ of ~O lineal <br /> fee% of dig~sal field w~11 ~ real=ed for your pro~sed develo~ <br /> ment. The di~sal t~encBes a~e constr~o~ t~ (2) feet wide and <br /> on mini~m ten (10) f~= Centers and wi~h no line exceeding 125 <br /> feet in length. The t~nches ~d ~rf~Na~e~ pi~ are ins=ailed <br /> level (il") and conto~r~ to foll~ the natural grO~d <br /> <br /> 3. Th~ dis~sal field shall ~ oo~structe~ with ~r~al ~istribution <br /> with a min~ trench d~h of ~ in~he~ and a ~im~ ~Tench <br /> depth of ~,~ inches. Ther~ must ~ at least 1~ inuhme of baCk~ill <br /> over the top of the g~avel, measured f~ the natural ground <br /> surface. <br /> <br /> A groundwater inter0e~tor is r~ired aS ~rt O~ this system. Thi~ <br />interceptor ~rench must be const~==ed a min~u~ twelve (12) inche~ wide by 48 <br />inches d~ep with 36 inc~e O~ clea~ gravel plao~ oyez a four (4) inch smooth <br />wall ~rforate~ ~ipe. The lnterce~or ~ be looated at least ten (10) ~eet <br />upslO~ fr~ the ~is~osal field and mu~t discharge through a wa~e=tight, non- <br />~rforated ~i~ beside Or ~1~ the dis~sal field. A s~aration of 25 feet <br />re~ired from ~he septi= ~ank if the~tank is looat~ upslope of the groundwa- <br />ter interceptor. <br /> <br /> T~IS approval ie site s~cifi~to the aNea tested and the septi~ System <br />must be located in =he imediate ~ea of the te~ ~its unless othe~lse autho- <br />rized by this office. A n~ site evaluation ~y ~ re~ir~ if the gys%~ <br />pressed fo~ a different area on the pro~rty. <br /> <br />SPROZAL ~ITIONS: <br /> See the a=tach~ setbaok t~l~ for ml~ separa~ion distanoes. Those <br /> setback~ of particular im~rtance on =his site a~e highlighted. <br /> <br /> <br />