HomeMy WebLinkAbout022-1018-20-200 1' AIIll SST- 1o22 - ‘3/
• Wisconsin
Division«° caw c I
SOIL EVALUATION REPORT page 1 of 4
J U N 3 0 2022 in accordance with SPS 383,Ws. Adm. Code
County ST.CROIX
Attach complete site plan onpape r not less than 81/2 x 11 inches insae.Plan must
til include,but not lirdltpVti �iW horizontal reference point(BM),direction and Parcel ID. 40'22- I018-20-200
percent sbpeCe®Is oridtinirtititirtiti469Canzow,and location and distance to nearest road.
Please print all information. RB�v/L�]Wed 71/16C.
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Person information you provide may be used for secondary purposes(Privacy Lan,s.15.04(1)(m)). /"ionI e/Z5/Z�
Property Owner Property Location Y` a
/
JAMES A.JR&ELAINE A. RAY Govt.Lot—N W 1/4 NW 1H S 07 T A28 N R 18 E( )W
Property Owner's Mating Address Lot I Blodr I Wed.
Name or GSM. trv,1 t
948 COULEE TRAIL I - i18
City State Zp Code Phone Number CPdy Oviage OTovin Nearest Road
HUDSON, I WI ( 54016 I ( 715) 425-6442 KINNICICINNIC I 90TH STREET
0 New Construction Use] Residential/Number ofof bedrooms NK Code derived design tow rate NK GPO
ePlacement
Fr
faa
Parent material ❑ TSJ/ I.CPi`E:S Flood Plan elevation if applicable _914-4- A ft.
General consents MOUND SYSTEM-0.50 FT.SAND FILL- 0.6 LOADING RATE
and recormrrerldatiorls: r<sGr�vr `)er•OLas
PROPERTY ADDRESS: 469 90TH STREET
Boring
1 Bong it ❑
0 pit Ground surface elev. 93.73 it. Depth to limiting factor 42 n.
Sod Application Rate
Horizon Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPD/W
n. Mansell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I 0-13 7.5YR2.5/3 -- sit 2f-msbk mvfr cs 2vf-m 0.6 0.8
2 13-32 7.5YR3/4 -- sit 2fsbk mfr cs lvf-f 0.6 0.8
3 32-42 7.5YR3/4 - cl 1 fsbk mfi cw I of-f 0.2 0.3
42-till
Boring
2 ElBorxg# o pit Ground surface elev. 92.73 39 ft. Depth to limiting factor - in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsed Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef1#1 'Efl#2
1 0-12 7.5YR2.5/3 - sil 3fsbk mvfr cw 2vf-co 0.6 0.8
2 12-39 7.5YR3/4 -- sit 2fabk mfr cw Ivf-m 0.6 0.8
39-lsbr -7 fiwia,, l/
•Effluent el =BOO,>30<220 mgr.and TSS>30<150 rrgrL •Eldrent#2=BOD,<30 ng,L and TSS<30 mgfL
CST Name(Maass Print) p 752 CST Nber
MARY JO HUPPERT(Hollister's Soil Testing&Design) ��/� u224832
Address Date E Conducted Telephone Number
25720 FIREFLY LANE,WEBSTER,WI 54830 06-09,2022 715 -426- 1775
SBD-8330(R07/13)
Property Owner RAY,James&Elaine Parcel ID* 022- 1018-20-200 Page2 of
3 ❑ Boring
pit Ground surface elev. 95.9R ft. Depth to limiting factor 30 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu.Sz. Cont.Color Gr.Sz. Sh. •Efti1 'ENx2
I 0-13 7.5YR2.5/3 -- sit 2f-msbk mvfr cs 2vf-co 0.6 0.8
2 13-30 7 5YJt3/4 -- sit 2fabk mfr cw lvf-m 0.6 0.8
30-Isbr rq..
Boring# BOnn9
pit Ground surface elev ft. Depth to limiting factor in
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in Munsell Qu Sz. Cont Color Gr. Sz. Sh. 'Efti1 •Eft#12
Bori
Boring. Hng
Pit Ground surface elev. ft. Depth to limiting factor in
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont Color Gr.Sz. Sh. 'Eff#t1 •Eff#t2
•Effluent*1 =BOO,>30<220 ng/L and TSS>30<150 mg/L 'Effluent*2=BOO,<30 mgA_and TSS<30 ngst
\1111x1 to l Ijul ill
Plot Plan Page 3 of y
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PROPERTY OWNER: Gs & �R ELAING A. gcq 1" = 40 FT.
(except where noted)
Legal Description: LoT Ir CSM 4JZ1,4( 1041 OF TIE NW/4, S . (J=backhoe pit
oT) T2813 R 1s Ili Townl of KiNAJ t cKIN\J1 e, 5T• cRo% 23.6ob3 ACES
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