HomeMy WebLinkAbout022-1050-70-100 (4) sconsin Department-of-Safety and Professional Services A .�1r�_14 4
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division orindusrm„ ... cea SOIL EVALUATION REPORT• �f �page 1 of 4
MAR 4 2in accordance with SPS 383,W . Adm. CodeCounty ST.CROIX
Attach complete site plan on paper not less than 8 x 11 inches in size. Plan must
include,but not limited to:vertical and htbize tat reference point(BM),direction and Paroel I.D,p 022- 1050-70- 100
percent slope,scale or diovaaeions,north arrow,and location and distance to nearest road. at r
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,S.15.04(1)(m)). I
Property Owner Property Location
JOHN D.&CANDACE R. BETTENDORF Govt Lot --- SE 1/4 NE 1/4 S 18 T 28 N R 18 EE((or)W
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
970 COULEE TRAIL 7 -- (PENDING)
City State Zip Code Phone Number laity El Village Drown Nearest Road VoP4,011..D
ROBERTS, 1 WI I 54023 I ( 715 ) 425-6200 KINNICKINNIC I600
C.T.H.SS 5r•
° New Construction Use° Residential/Number of bedrooms 4 Code derived design flow rate GPD
0 Replacement ° Public or commercial-Describe: `/
Parent material to y�(�o, loess over loamy till Flood Plain elevation if applicable NA O�X ft
General comments MOUND SYSTEM- FT. SAND FILL--0.4C LOADING RATE OR GEOMAT 0.6 '
and reoor"mendations. INTERPRETIVE DETERMINATION REQUIRED--PIT"C"IS A+0
Ei
A Boring# Boring
Q Pit Ground surface elev. 1080.28 ft. Depth to limiting factor 30 in. -
Soi 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#1 'Eff#2
I 0-12 10YR2/2 - sil 2f-ma&sbk mfr cs Ivf-m 0.6 0.8
2 12-24 I0YR3/2 - sil 3fabk mfr aw, lvf-m 0.6 0.8
3 24-30 10YR3/6 - scl 2fabk mfr aw Ivf-f 0.4 0.6
4 30-36 10YR5/4 of um4/ c 2fabk mfi -- - 0.
B Boring# 0 Boring 1077.96 24
El Pit Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPONP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'ElI#1 'Eff#2
1 0-7 I0YR2/2 - • sil 2f-ma-&sbk mfr cs 2vf-m 0.6 0.8
2 710 10YR3/2 - sic! 2fabk mfr cw 2vf-m 0.4 0.6
3 10-19 10YR3/6 - scl 2fabk mfr aw 2vf-m 0.4 0.6
4 19-24 10YR3/6 - set Ifabk mfr as lvf-m 0.2 0.3
5 24-30 7.5YR3/4 Rf7.5YR4/6 sc1 Om mfi -- -- 0.0 0.0
some gr/few cobs
'Effluent#1 =BOD >30<220 mg/L.and TSS>30<150 mgfL,q 'Effluent#2=BOO,<30 mg/L and TSS<30 rrg/L
CST Name(Please Print) Sigia/f9r -CST Nicobar
MARY JO HUPPERT(Hollisters Soil Testing&Design) !//[(/a / �/J 224832
Address Date E Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 11 -27,2021 715-426-1775
SHl)-!kiln(R07/t'3)
Property Owner BETTENDORF,John&Candacc(U T i) Parcel ID# 022 - 1015 -95-010 Page 2 of 4
C Boring# U Boring
9
ill Ground surface elev. 1040,
pit 4`f ft Depth to limiting factor in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-9 IOYR3/3 -- sil 2f-mabk mfr cw Ivf-m 0.6 0.8
2 9-14 10YR4/4 m 1 d 7.5YR3/4 sic Ifabk mfi -- 0.2 0.3
Boring# ❑Boring
rn pit Ground surface elev ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in Munsell Qu. Sz. Cont. Color Gr. Sz.Sh. 'Eft#1 'Eff#2
Boring# I I Boring
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/f_
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ent 'Eff#2
•Effluent#1 =BOO,>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS< 30 mg/L
SHr>%I IO(R07'13)
Plot Plan Page .oft.
PROPERTY OWNER: CANIACc R, b'1-n-En11moi2F 1" == 40 FT.
(except where noted)
Legal Description: CLOT 7 ) SEA TIF TfiE NEf y Sec. 18,TZb14I, I] =backhoe pit
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