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C~PPING FILL S~TEM CONSTRUCTION D~TAIL SHEET <br />November 27, 1992 <br /> <br />SITE NUMBER: 92-3624 <br /> <br /> Your site has been found suitable for a SAND FILTER PLUS CAPPING FILL <br />ALTERNATIVE SEWAGE DISPOSAL SYSTEM. The following construction specifications <br />shall apply to tho installation of yo~r septic system. <br /> <br />The septic tank shall have a minimum liquid capacity of ~ <br />gallons. <br /> <br />The projected daily Sewage flow for this project is calculated at <br />450 ~a.l.lons per day. Eased on soil conditions observed on this <br />site, the disposal field will be sized at 45 lineal ~et ~er i~Q <br />gallons ~f ~rojeoted daily sewage fl~w. A minimum of 135 ~ineal <br />~ of disposal field will b~ ~mquired fer your proposed d~velop~ <br />ment. Tn~ disposal trenches are constructed two (2) feet wide and <br />on minimum ten (10) foot centers and with no line exceeding 125 <br />feet in length. The trenches and perforate~ pipe are installed <br />level (al") and cO,toured to follow the natural ground s~rface. <br /> <br />The disposal field shal~ be constructed with e~qual dictrib~.tion <br />with a minimum trench depth of ~ inches and a maximum trench <br />depth of 12 inches. The capping fall material must be inspectad <br />and appreved prior to placmment. The ~ill shall be of th~ same <br />texte~a! class, Or one class finer, than the native topsoil. The <br />disposal field area mu$~ be scarified to destroy any vegetative <br />mat on =he surface. Fill material shall be evenly graded to a <br />final depth of sixtee~ (16) inches over the gravel. ~Din~ Fil~ <br />a¥~tems chal~ ,,be constructed betwe~~ June ~ ~nd Oc~e~e~ 1 or <br />d~urt~ such tim~ when ~u~ s~f~ ~s aoll moisture qOndltion$ <br />acce~t~ble~ <br /> <br />4. The cite must be protected fro~ traffic, livestock, farming or <br /> oth~r damaging aGtivities. <br /> <br /> An effluen~ lift pump may be necessary to construct the disposal field <br />in the approved area and at the correct depth. <br /> <br /> This approval is site specific to the area tested and the septic system <br />must be located in the i~ediate ar~a of the test pits unless otherwise autho- <br />rized by thie office. A new site Evaluation may be required if the System is <br />proposed for a different area O~ the property. <br /> <br />SPECIAL CONDITIONS: <br /> This capping fill &s an integral pa~t of the sand filter system. <br /> Construct the drainflolds within the i~mediate area of the westerly test <br /> pit. Observe all normal setback~$eparation distancem. <br /> <br />~IS IS NOT,,A PEN/~IT TO I,Ne~ALL T~E ~EPTI~ ~W~. DO ~ /NST~ T~ SYSTEM <br /> <br /> <br />