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Var, kcckhrut dutldirr Corporaticn - 2 - Mir• •r`� <br />alternative means <br />of scaage treatment, such .as the round or bcrr F� •cr., i� <br />recommended. <br />Percolation <br />test <br />results (tel(,,,,.) <br />shnw that me.i ur(,(! <br />perrolatier, rntc - <br />-l! I..ot!- <br />1, 2, 3, <br />5 and 7 <br />are faster than <br />the 1:O rinute per <br />inch r:ininu7 r.alr <br />fcr r-our..! <br />systems. <br />it to our <br />opinion 0-it <br />a suitable area exists <br />at Lot 6. Lot. <br />4 r..% <br />requi , <br />either some <br />nodificatic;r, <br />to rcndcr it suit:ahle fr,r an or.-�Atc <br />sy, :t, <br />or reAocation <br />of <br />the proposed Feptic system area. <br />Soil Texture at <br />Hole Elevation <br />Du th(inches) <br />Bottom of Hole <br />rcrc(Ar.tiin Rate(nin'in' <br />P-1-1 <br />99.0 <br />24 <br />Cla"• ]oar: <br />49.E <br />*P-1-2 <br />10U.2 <br />24 <br />Clay loan: <br />15.1 <br />P-2-1 <br />98.4 <br />24 <br />Cla- load <br />40.7 <br />*P-2-2 <br />98.1 <br />24 <br />Clq., lo:Im <br />26.0 <br />P-3-1 <br />96.7 <br />24 <br />Sandy clay loaf, <br />77.6 <br />P-1-2 <br />05.2 <br />24 <br />Sandy clay loam <br />92.0 <br />P-4-1 <br />yo. j <br />24 <br />Heavy clay barn <br />Croltcr <br />than 200 <br />*P-1.-2 <br />97.5 <br />24 <br />He.lvy clay loam <br />Creater <br />thar. 200 <br />P-5-1 <br />105.3 <br />24 <br />Clay loam <br />33.9 <br />*P-5-2 <br />106.1 <br />24 <br />LigaP sandy clay <br />loan; 14.2 <br />*P-6-1 <br />106.7 <br />24 <br />Clay loam <br />197 <br />P-6-2 <br />1115.7 <br />24 <br />Clay loin <br />43.3 <br />F-7-1 <br />101.4 <br />24 <br />Light sandy clay <br />loam 23.3 <br />P-7-2 <br />99.9 <br />24 <br />Li-•ht sandy clay <br />loan 30.0 <br />* Te:,thole gravel -lined -ound 4" perforated plastic pi,)e. <br />All other te3tholes - ;standard procedurk rnployed. <br />As discussed, our services are %vail::ole for the at.dition:.l percolation tasting <br />needed to meet City of Orono requtrementr, and fur design of the sr;:tic syste.'s <br />fvr the houses proposed for the site. <br />!leave contact Jini Winfer, head of a :- survey diviz,tvn, fear i forcatio:% <br />surveying the lots. <br />