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0 10 20 <br /> <br />SCALE 1' 20' <br /> <br /> / <br /> / <br /> / <br /> I <br />1 <br /> <br /> ~ ~,nd <br /> <br />10' <br /> <br />Uniform trench bottom <br />Elevation: 96 O0 <br />Depth ranges: 18 - 34" <br /> <br />FILE <br /> <br />5.1 <br /> <br /> i"~I~I~ROVED I i . ,~!: ,, IC INSTALLATION <br /> (~ ~ ~ ~E RESPONSIBILITY OF ~ <br /> <br />~,~ ~ Dist ~ ~ <br /> <br />~'~*'~ X ** Water meter not <br />~ X ~ found. Water and <br />x ~, ~ ~ pressure sewer pipe <br /> <br />Ground surface elevation <br />relative to Assumed <br />Temp. Bench Mark <br /> <br /> 1.25" Sch 40 PVC <br />w/tracer wire to "box". <br />Bed in 3/4-0 under drive <br /> <br /> crossing shall comply <br /> ~' \ ~ X with Plumbing Code· <br /> <br /> \ X +99.87 <br /> NO CU~o.deeper \ \ <br /> than within \ \ \ <br /> 25' of trench! \ <br /> \ <br /> <br /> ~' ... BUILDING ENVELOPE \ <br /> "- 63' × 48' <br />,~ x, Three (5) Bedroom \ ,Driveway <br /> <br /> 'x Two (2) occupants ", <br />~o X GARAGE ,, <br />· \ <br /> \ Pump(s)~_ <br /> <br />GROUND SURFACE: <br />TANK TOP: <br />TANK INLET INVERT <br />PUMP BASE: <br />LENGTH OF RISER: <br /> <br />\ <br /> \ <br /> <br /> S .... ~ \ Control /- 10 x 56 Sand Filter <br /> oakoae plI TOt ~ <br /> " 1 '" ~- ' \ Panel / ..~ with center pump <br /> Roindrains Fill to 2- ~ ~ ~ / / I basin <br /> w/clean 31/4 - 1 1/2' \~ '/ ~ / ~ - ~ ~Fnd IR <br /> Typ. Drainrock ~ ~ ~ ~'L~ -- &---- ~-~ ~~ <br /> - I~ Sch 4~ ~1'0 ~ ~" '¢U"i i ~ S', to PL ~ Street <br /> ~ · ~ ~ / z lO ~ ~ 5 to side PL. <br />We l (Not n use) ~ . ~dO -~ ~~ ,'_~ .... ~.~ ~ <br /> <br /> I / ' A.190 g~l ,Mi~oe~ s / As TBM = 100.00 / <br /> ] / uos~ng,bep~c ~ank / ~ <br /> I / Min. 5 to P/L & Foundoti?n <br /> <br />S~8TEM <br />8AND FILTER 560 sq. ft. (10' x 56') <br />DISPOSAL TRENCHES: 105 ft. Equal Dist <br />ELEVATION KEY: <br />TBM= Top southeast corner: 100.00 <br />+100.25 Ground surface elevation <br />TOP SAND FILTER BOX: 100.90 <br />TOP SAND FILTER LATERALS: 100.65 <br />SAND FILTER PUMP BASE: 95.57 <br />OBSERV. BOX INLET INVERT: 9670 <br />DOSING SEPTIC TANK: 1,100 gal. Michaels or equal <br /> 95.80 <br /> 94.80 <br /> 93.80 <br /> 90.80 <br /> 12 to 18" <br /> <br />STATIC LIFT: <br />Top of the S F LATERALS: 100.65 <br />Base of pump vault: -90.80 <br /> 985' <br /> <br />FRICTION LOSSES: <br />Transport pipe: 1 ~/4" PVC 28' 155' <br />Hose & valve: 1 1/4" 3.38' <br />TOTAL DYNAMIC HEAD (TDH) 14 76' <br />PUMP: C'renco Sys P3OOSIOSHH 3 stage <br />Head available @ 26.0 gpm 72.50 <br />Available head @ S. F. lots. = <br /> <br />STATIC LIFT: <br />ObseCvotion Box: 96·70 <br />Sand filter pump base: -95.57 <br /> 1.13' <br />FRICTION LOSSES: <br /> Transport pipe: t.25' PVC 105' 0,97' <br /> Hose & valve: 1 1/4" <br />TOTAL DYNAMIC HEAD (TDH) 2.42 <br />PUMP: Orenco Sys.PIOOSIOSHHF <br />Head available @ 8.0 gpm 50.00' <br /> Available head @ Box: = 47.58' <br /> <br />Peter Kosoche'v ropert)/ <br /> .4S.,R. 1W.,SEC. 12__, TL 260C <br />14644 Kasel Court (Aurora) <br />Morion County <br /> <br />Snlits &2 Associates, Inc <br /> Env~onrnental Consultants · Desisnexs <br /> P 0 Box 116 <br /> Clackamas, Oreaon 97015 0116 <br /> John L Smits. Jr RS <br /> Ph. (503) 659-5623 <br /> Fax (503) 659-1666 <br /> DATE Z~JP~ /2~J~q~q~_ SHEET No ..... DF ....... <br /> <br /> <br />