HomeMy WebLinkAbout014-1062-90-000 (2) Services P A I L q CSrt -coca — 01-1S1
• Division of —
SOIL Gvet UATI 'M REPORT I a
APR 0 2022� page
2 with SPS 383,Wes. Adm. Code 11 Rf�I 6 3
Meth site plan Rap&ad1 pan 1/2x 11 inchesinsae.Plan must County ST.CROIX
include,but limited reference pant(BM),direction and Parcel I.D.
percent slope, Ig ,north arrow,and location and distance to nearest road. 014- 1062-90-000
Please print all information. Reviewed by Date /I
Ppswral inMartrtion you provide may be used for secondary purposes(Privacy Lae.s.15 04(1)(m)). n,t 1 al�1./ 1 D 1/27,
{(iryY'41 / 7L / Ch l/
Properly Owner Property Location ❑
JEFFREY A.&CAROLE LARSON Govt.Lot — SW tµ NW 1µ S 30 T 31 N R 15 E(or)W
Property Owner's Maing Address Lot* Mod(I Subd.Name or CSI
1972 US HWY.63 I — CSM V.8,P.2295
Ciy Stale Zip Code Phone Number Epity ❑wage Drown Nearest Road
EMERALD, 1 WI 1 54014 I ( ) FOREST j US HWY.63
0 New Construction thseEl Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
0 Replacement ❑ Public or commercial-
Parent material SILTY SEDIMENT Iq0 Flood Plan elevation if applirabb Z(Me )C NA It
General 00 ts GEOMAT MOUND— 1.0 FT.SAND FILL—0.6 LOADING RATE
and recommendations:
Boring
1 erg* 0
0 pit Ground surface elev. 97.45 ft. Depth to klieg factor 30 in. Soul Appiratlon Rob
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM
n. Munset Qu.Sz Cont.Color Gr.Sz Sh. *EMI 'Nfi2
I 0-9 I0YR3/2 -- sil 2f-msbk mfr cs 2vf-m 0.6 0.8
2 9-21 I0YR4/3 - sil if-msbk mfr cw Ivf-m 0.4c 0.6
3 21-30 7.5YR4/6 -- sl if--msbk mfr cw Ivf-f 0.4 0.7
4 30-70 7.5YR5/6 m21.7.5YR6/8 lcos Om dh — — 0.7 1.6
Horizon 3 has 25-5064 Br,horizon 4 is we
2 Boring* D9 97.45 31
13 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPO/if
in. MunseN Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eft*1 'Eft*2
I 0-9 7.5YR3/2 -- siI 2f-ma&sbk mfr cis 2vf-f 0.6 0.8
2 9-31 7.5YR3/3 - el 2fabk mfr cam' Ivf-f 0.4 0.6
3 31-49 7.5YR5/6 t2d 5YR4/6 cos 0sg dh cw Ivf-f 0.7 1.6
4 49-55 10YR4/6 Rd 10YR5/6 1 2mp1 dh — — 0.0 0.0
•Effluent*1 =BOO,>30<220 mg&and TSS>30<150 mg/Ln um
'Effluent s2=BOD,<30 mg&and TSS<30 mg/L
CST Name(Please Print) riff CST Nber
MARY JO HUPPERT(Hollister's Soil Testing&Design) // �1lr 224832
Address Date Telephone Number
25720 FIREFLY LANE,WEBSTER,WI 54893 03-21,2022 715-426- 1775
SBD-8330(R07/I3)
rt OwnerLARSON,Jeffrey&Carole Parcel ID# 014- 1062-90-000 Page 3 of 4
El Boring
96
if j Pit Ground surface elev. .35 36
ft. Depth to limiting factor 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. •Eff#t •Eff#2
I 0-12 I0YR2/2 -- sit 2f-msbk mvfr cs 3vf-co 0.6 0.8
2 12-27 10YR3/3 -- cl 2f-mabk mfr cw Ivf-m 0.4 0.6
3 27-36 7.5YR4/4 — sl Om dh cw lvf-f 0.2 0.6
4 36-46 7.5YR4/6 m2d 5YR4/6 Icos Om dh -- -- 0.7 I.6
Boring# Bong
pit Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsell Qu.Sz Cont Color Gr.Sz. Sh. •Etf#1 •Eff#2
r-i Boring
Boring# ' I Pit Ground surface elev. ft. Depth to kiting factor in
t ' Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/fF
in MunseN Qu.Sz. Cont.Color Gr.Sz. Sh. •Eff#1 •Eff#2
•Effluent#1 =BOO,>30<220 rrg/L and TSS>30< 150 ng/L •Effluent#2=BOO,<30 mg/L and TSS<30 ng&L
\mf?11130(1.101 111
Plot Plan Page 3 of ii
I
PROPERTY OWNER: SEFfEy A. i. eA L A soul 1` = 40 FT.
(except where noted)
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