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Norm Danielson Site
<br /> SE1/4, NE1/4, Section 6, T9N, R 1 OE
<br /> Town of Windsor, Dane County, Wisconsin
<br /> Test Site Location
<br /> ''x•5 r .
<br /> v i Existing ,k..-.,:(.7:-., r , . Fa RShed ; „�* r ,'y,st A , j,;,4 t 1/44 r r i �a} ._ tr `ea a' _, 1456411 E;Eli i.:;v,.,.T• ~;4r ' ' -0 ,fri' .,lr „!-”' r i Jr 4 r1
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<br /> :4. f , a f 4411 e5, 4iyff A ' .
<br /> ntr`$ ,t , tr t r 4 �',' 1 t •.rail Cy 1.0 tae r 9,u
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<br /> s w I �..
<br /> 0,91000165006
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<br /> co I3.1fixst w: , % -# .,,: r:trR t a .r
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<br /> Ft 1 '.w:"0,:t ry.i' 1,1\,o,';;;„_-.'‘',„:„, I y�4 , ,f F� 3.i t 1 ,� •
<br /> • ,Eww :ftfraael7al. p,,. I1'w ,"
<br /> —. rwr+-..... l:�" r ri�,tii(170C11 IA...,r:,n a• r 's r ]O,i i
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<br /> (`\L (23 `
<br /> R \Ctce v.,,pf*
<br /> / Drainfield vent}, BM=Nail in 4" Cherry Tree
<br /> /
<br /> cross-section
<br /> 22"Above Grade
<br /> I I ,a A r•e, cb El.=100.0'9 h b -Le
<br /> Final Grade —' 8-1 �! V Lys t .I 1
<br /> + �` i
<br /> , Pipe crush i • r t: �
<br /> depth max. !
<br /> 4,.pert.pipe I '/" #2� / t� f
<br /> ■ .sashed \\�,,,'((( o "h h I
<br /> aggregate / 4 % / /
<br /> eil I. ry Q-q 1 Proposed 6' x 94'Primary
<br /> / W h 4 Absorption Cells(2)
<br /> ch -i J
<br /> 8-s I I /
<br /> I / l
<br /> •:
<br /> 7� W% CreVs•Co `' C ubQ
<br /> •
<br /> rObscrvatlon\ •
<br /> cross-section
<br /> -'\
<br /> I 4"sch.40 pipe Proposed
<br /> EIR
<br /> .l ipc crush , .3ou
<br /> se
<br /> .max.depth
<br /> I ,12"min. N
<br /> �� • abiliter rod
<br /> ycrtical slot i''■
<br /> \ V --- E
<br /> V •
<br /> Existing
<br /> Well GJ
<br /> .( =0 )°
<br /> Z,.
<br /> O
<br /> •
<br /> 0 20 40 80
<br /> Existing l� _
<br /> Shed I
<br /> (Approx.) Scale l"=40'
<br /> NOTE:
<br /> than 25 Well feet from to be the septic greater
<br /> r .
<br /> tanks and greater than 50
<br /> feet from the drainfield.
<br />
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