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Design I •.quir•_rfier►ts November 13, 1991 <br />Considering the sails data and minimum design rc_quire,i.ents <br />of tfle Septic Sysl erf, Ordinance-p our proposal is follows: <br />Construct a Hound Systerfo based on a water cIf 75," <br />gallons per day, f•_ r 5 Bedr :,can; Type I. <br />750 gpd .63 sq. ft. pgpd = 620 sq. feet bed <br />area -minimum design size <br />Proposed Design Size 1{:- &.2 bed = 62_r1 sq. ft bed area. <br />2- lr:CK:1 gal. pre_.c. _Ast tanks, + 1- 11;100 gal. purnp tank:. <br />Construc*'_.D►► F'rc-,_edur_ For A Sewage Treatrw_--nt MC-und <br />Soil Surface Preparatir_n <br />A 2, inch discharq�- pipe frorit the pump to middle of the niound <br />area shall be insf=.11ed pri�:r to sail surface prE-peratiotl. <br />The trench excavat:•_d to in=_hall the discharge pi.p� shall be <br />carefully back:fil!t,d and cofnpacted to prevent sepaye of <br />effluent. <br />The total area selected for the Mound, including that <br />under the dikes, shall be rClughened in order to thoroughly <br />break up any existing sod layers and to provide a suitable <br />transition zone between the original sail and tF►,�- sand layer <br />of the mound. The area shall be roughened only when the <br />moisture content of the soil 8 inches below the surfac=_ is <br />drier than the plastic limit. 'rile plastic lirfiit is the soil <br />moisture content below which the soil may be manipulated for <br />purposes of installing a soil treatment system, and above <br />which manipulatic�ti will cause compaction and puddling. <br />Surface preparation or scarification will be performed with <br />a back -hoe bucket. There shall be no dead furrow in the <br />r(IOund construction area. <br />Mound constructi. ,t) shall proceed immediately after surface <br />preparation is cote-opleted. Every effort should be taken to <br />prevent rain from falling on the prepared soil 1 Surface. <br />ConstruCtiOn Materials & Distribution of Effluent <br />------------------------------------------------- <br />A clean washed sand laver shall be placed where the filter <br />(rock bed) material. is to b•_ located. This sand layer must <br />be at least 12- i n,_ hes deep and should be deep ens ugh to <br />level area for mound. A crawler tractor with a 'blade or <br />bucket shall be a=ad to roiove_ the sand into place. At least <br />• 6 inches of sand shall be kept under the tracks t . rninirflize <br />coriipact ion of the s._ ar i f i ed layer. The sand 1 ay.-r upon <br />which the filter material i_ placed shall be level frorf, side <br />to side and end tc. end. Only -=lean sand is to be, used. <br />