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Wis.Dept of safety and PrOtessionaWigiclaS 2021 SOIL EVALUATION REPORT p e 1 . of 3 .
DNision of Safety and in acco,de lbe with r i 385, Ws. Adm. Code 76 O � /'I�G
Attach complete site • x 1 inches in size.Plan must County �} �.S r t x
include,but notfa' :y • •ontal reference point(BM),direction and Parcel I.D.
'"- - 1-,north arrow,and location and distance to nearest road.lint iV
� 03,E -I O le`� -80 -OO
lease print all Information. �by IJ/ j Date
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Parson • .. you provide may be used for secondary purposes(Privacy Law.a.15.04(1)(m)). R !I 1-t L l 1 i G• I` 7-2-
Property Owner //�� Properly Location ` !`/
Tlzo v i s an_ 1 tar ID e t- Govt Lot SE va/VV 1M s ail. T 31 NA 19 AOre
Property Owners Maing Address I Lot it Block I Norm or GSM*
�051 O L-ncl c Irk C-&-t1t ear Kt --1.- I
Cdy State Zip Code Phase Number 0 City :WaageI�Town Nearest Road
RresV Lake ill r 155c 2S I ( b 51) sat,-.10 9 . �om�r Se A- ' I �4 S A ti-O._ -
New Construction User Residential I Number of bedrooms '4 Code derived design flow rate (.o L7O GPD
Replacemerd 0 Pubic or commercial-Describe: 1J. A
Parent material a SSe c Flood Plain elevation if applicable is). p, ft.
General carxrlerrs r'•-t-.R..n..(1 n. 'in Gwn . �dp g n ) j OA Acts_ %-.4 " #14..0 •
and recommendations: r ntnt n 1oO.O roc A, r.. o_ YLf�
4 Ent d Y�c a—C i t (h e c L.' - Viz CJ.;0.J.r.-:�,..
3S RIC. �d:mil ) 9 h 14r. -05"-"GAv.- - A:.lco. cMP 4o � Li� 4i LA4 f�..
L Boring.1 B«�g 9 7. 9 tt Depth to limiting fades "
Pit Ground surface ciao. in
Sari Appicatiorl Rafe
Horizon Depth Dominant Color Redox Desolation Texture Structure Consistence Boundary Roots GPDII a
in. Mu sel Ou.Sz. Coro Color Gr.Sz.Sh. 'E1i1 't1112
_i_. 0-q I Q 4 R 34 s41 a-rC,6K -P\4' c) f e .'i ,�y.`6
a. 9-a5 Io�R`143 .5111 ol,rCrc>Jo1r., '{li ar S (6.4 cbG
3. as-ls ►oNICV3 1�').5 �R e4% sit a,�' n6k min L,L..) --✓ al Gt.6
At �8-3b `1.s1K /y �aCs `1sie ('/O o.7P 1 ,CI, 0 en�� , "11— ,"$'y, Gt.4 Ct.(0
a ❑ Boring ,,/
2. Pit Ground surface elev. 9.
/. / ft. Depth to shucking factor a9 In. Soil Application Rate
Horizon Depth Dominant Color Redox Desaipbon Texture Structure Consistence Boundary Roots GPDIIt a
in. Munsdl Ou.Sz. Cont.Color Gr.Sz.Sh. 'ERa1 'Elfa2
1. 6 -9 to 0. 3/-.1 ' I °kc cObk .-(ter S 1c cb 4 ( to
. 9-a1 i 4/`-1 , Sit 1_(Ak tyn r , s 1v4 chy 0 (o
3 ,a19.31 10 1 R yJ4 -NC `l.5 `)k b)o-'•;A; St 1 I,c SL,k -ergo- 5 -1- ck`1 ¢110
4 3i-33 lo`Ip /4 Cad 'sS1RI'/o°Vh. Etl mw 00 (.. J, ,
'Emuent at=BOO r>30<220 ng/L and TSS>30<150 mg&L 'Efluertt 82=BOO a<30 rrgtL and TSS <30 rT1 WL
CST Name(Pledoe Print) Signature CST Nona.:
1,ortePr L .9.0.0\e e. da.k.h..‘",-... _ e Tiff '`s.�2` 95 9 Q
Address Date E 1 Catdaded Telephone Number
/�2089 CJl.n+�, 1'lerlo Onie (ALL sV7s/ OIle • 2cA1 7'AO/- 8/SY ° Lc
SBD-8330(RIM I)
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Property Owner ► iCQv S ( j 1 e l4eX3 Parcel ID s o 3 —/O y—Vo•- DO ) page 2. of 3
3 Baxxg _r / 1/-
Pit Ground surface elev. Y 7.IT it Depth to limiting factor a 6 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPDIIt
in. Munsell Qu.Sz Cont.Color Gr.Sz.Sh. 'EHlt1 'Efft2
4-110 o' Q s? t . 41< c IC (t.,4 ,
a. 16-a1c I o Yi 1/4 svv. -0, , r k4C 0 4+ V ip
3. 16 al INP.i-v4 -c1c '1.53k°lows/$ ,Sul I C 6k -mcr c 5 -f- G64 b
4 AR- 38 10910/b Cza-isi00%S/�s , S1 I 1 �sbk 'r �-1' "1- e Cb b
Borne s p Boring
❑ Pit Ground surface elev. f. Depth to foiling factor in. Soi Application Rate
. Horizon Depth Dominant Color Redox Description Texture Structure 7.onsistence Boundary Roots GPOM
n. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'EMI 'EfftK2
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❑ Boring
Boring s Ground surface elev. ft. Depth to knifing factor in.
pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/R
n. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Efl11 Ifs 2
•Eflhient ll=BOD s>30<220 mg&and TSS>30 <150 mg/I_ 'Effluent tr2=BOD e<30 mg/I.and TSS <30 mg&
The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
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‘c4AAW Soil Evaluation Site Plan page 3 of 3
SE'/ NE'/4,S24T31N/R19W
Somerset township
St. Croix county
—( ,cita�i per
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retta Lxrra
CSTM224588 Q,./tr>' •
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6.
LEGENDS��ff"k°L' k 9�`
1 BM: 100.0' top of r p'
spade of steel post �' ald
2BM: 100.0' top of
spade of steel post
No SPS 383 set back
problems
X - back hoe pits
• - grade elevations •
Scale 1"-40'
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Except where l 1 (-6' I i 6r"12•
indicated t 1 b x
Site 35A.C. I I —8'6- o
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