HomeMy WebLinkAbout022-1050-70-100 (3) k i j.' C
. Division of k d s ,and Professional Services 1)f l l� .51 -Ole - o AP--
Division 14 2022 1 SOIL EVALUATION REPOT<r page 1 at 4
In accordance vNh SPS 383,Wis. Adm. Code
(surly ST.CROIX
Atta complete site plan on paper not Ieatthen tfl2 x 11 Inches in size.Plan must ch
include,but not limited to:vertical end horizontal reference point(BM),direction and Parcel 1.0!�vTA1- 022- 1050- 70- 100
ce pernt slope,scale or dimensions,north arrow,and location and distance to nearest road. I
Please print aft Information. R ''/�{I/fie/ b' Ie/I�17
Personal information you provide may be used for secondary purposes(Privacy�',s.15.04(I)(m)). i�""` d I 511 !/?2-
Property Owner Property Location E( El
JOHN D.&CANDACE R. BETTENDORF Govt.Lot -- SE 1/4 NE t/4 s 18 T 28 N R 18
Properly Owners Mailing Address Lot i Block i Subd.Name or CSIAP
970 COULEE TRAIL 6 -- (PENDING)
City State Zip Code Phone Number city El Village ['Town Nearest Road
ROBERTS, 1 WI 1 54023 1 ( 715 ) 425-6200 KINNICKINNIC I VORWALD STREET
0 New Construction Use9 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement ❑ Public or commercial-Describe:
Parent material loess over loamy till Flood Plain elevation if applicable NA 1?c, X ft.
General xle �161 6 MOUND SYSTEM-0.67 FT.SAND FILL-0.4C LOADING RATE OR GEOMAT 0.6
and recorrvnenda' (1 I
A Boring i 0 Boring
a Pit Ground surface elev. 1113.75 ft. Depth to tirrritrg facto 29 in.
Sol Application Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPDIR
in. Mursel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef t1 'ERN
1 0-7 10YR3/2 - sl 2fsbk mvfr cs lvf-f 0.6 1.0
2 7-20 1OYR3/6 - sl 1f-mabk mvfr aw Ivf-f 0.4 0.7
3 20-29 7.5YR4/6 - sl If-mabk mvfr as lvf-f 0.4 0.7
4 29-36 7.5YR4/6 f2f 5YR4/6 al OM Mil 0.2 0.6
some gr/cobs
B Ong i ❑ Boring
1110.05 29
El Pit Ground surface elev. ft. Depth to limiting factor si. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP0/18
in. Musel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efti1 'Efi2
1 0-12 10YR3/2 - si 2f-msbk mvfr cs lvf-f 0.6 1.0
2 12-29 10YR4/6 - sl lf-mabk mvfr as l vf-f 0.4 0.7
3 29-37 7.5YR4/6 f2f 5YR4/6 scl Om mfi - - 0.0 0.0
some gr/cobs
•Effluent it=BOO,>30<220 ma&L and TSS>30<150 mg&L •Effluent =BOD,<30 mg/L and TSS<30 ngrL
CST Name(Please Print) CST Nkrtnber
MARY JO HUPPERT(Hollister's Soil Testing&Design) 1 t,' i i'1-/ 224832
Address Date valuation Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 1 I -27,2021 715-426-1775
SBD-8330(R07/13)
BETTENDORF,John&Candace(LGY 10) 022- 1015 -95-010 2 of 4
Property Owner Parcel ID► Page
❑ Boring
C � Lej pit Ground surface elev. 1 1 14. 28
85 ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'EffI1 'Effi 2
I 0-4 I0YR3/2 -- sit 2fsbk mfr cs Ivf-f 0.6 0.8
2 4-10 I0YR4/4 -- cI 2fabk mfr as 1vf-f 0.4 0.6
3 10-28 10YR4/6 -- sl _ I f-msbk mvfr as Ivf-f 0.4 0.7
4 28-38 7.5YR4/6 f2f 7.5YR5/6 sl Om mfr -- -- 0.2 9 7.(0
some gr
Boring t Bong
Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fI
in. Mu sell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efti1 *Effi2
Boring Bong
Pit Ground surface elev. ft. Depth to limitig factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Mutsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EHfsi 'Eff.2
Effluent/1=BOD5>30<220 mg/L and TSS>30<150 rg/L •Effluent/2=BOD,<30 mg&and TSS<30 nig/L
Sa0-6)10 1R07'I31
Plot Plan Page :wit
PROPERTY OWNER: J D.) CANthce HVD012F 1" — 40 FT.
(except where noted)
Legal Description: (urr Ic ), SEA (CF TEE NEi) S . 18, TZ61.I.
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