HomeMy WebLinkAbout032-2072-95-000 (2) CCCEMEDI IC5-rao dog
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Pro : ', al 5farvioes Ss Z3 (/� I/Ir"�"$mitt Soil Testing,Inc.
>..... ..4" St. Croix County
Attach complete site plan . .: .,;,t,1:. r ev:IOpment =sin size. Plan must County
St.Croix
include,but not limited to:ve ical and horizontal reference point(BM).direction and Parcel I D
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
032-2072-95-000
Please print all Information.
Personal informationprovide maybe used for secondaryRevsgq�ed By , / I Date
you purposes(Privacy Law,s t 5()+(1)(m)). (( //. / _ / 1 1,,/Z / -Z-
Property Owner Property Location !(/Jf Y1 //�f�fii�G
Soifakis,George&Linda Gov. Lot SE1/4,SW1/4.S13,T3ON,R20W
Property Owners Mailing Address Lott Block* Subd.Name or GSM,
238 Old 150th Ave. 2 _ 0339-CSM 02-0339 032-76
City State Zip Code Phone Number 1 City Village f Town Nearest Road
Houlton i WI i 54082 i 715-247-5351 Somerset I Old 150Th Ave.
New Construction Use: . _ Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD
. Replacement i-1 Public or commercial-Describe:
Parent material Glacial Till Otterholt Silt Loam ��X
Flood plain elevation,if applicable NA ft.
General comments Replacement area is suitable for a mound system. System elevation is 99.43'based off a contour line established at 98.84'. Slope
land recommendations: of the area is 3%. Depth to limiting factor is 29'.
1 Boring 0 i Boring
f i Pit Ground surface elev. 98.90 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOflt'
' in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. •Elrat 'ERN
'1 0-11 10yr3/2 none sit 2mgr mvfr as 2m,2vf 0.6 0.8
2 11-18 10yr5/3 none sil 2fsbk mfr gw 2m,1vf 0.6 0.8
3 18-29 10yr4/4 none sid 2msbk mfr gw lvf 0.4 0.6
4 29-59 7.5yr4/6 m2d 7.5yr6/8 7.5yr5/2 sil 2msbk mfr -- — 0.6 0.8
r
2 Boring a Boring
Pit Ground surface elev. 98.90 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon l Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl'
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. MOM •Efrr2
1 0-13 10yr3/3 none si 2mgr mvfr as 2m,2vf 0.6 1.0
2 13-24 10yr5/3 none sl 2msbk mfr gw 2m,1vf 0.6 1.0
3 24-29 7.5yr4/6 none si 2msbk mfr gw 1vf 0.6 1.0
4 29-34 7.5yr4/4 m2d 10 /2 8 sl lmsbk mfr gw --- 0.4 0.7
5 34-68 7,5yr4/4 m2d 7.5yr6/8 7.5yr6/3 SI Om mfi — — 0.2 0.6
4
•Effluent a1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L •Effluent t2-BODS<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: /f CST Number
Thomas J.Schmitt Signature:
227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 4/23/2020 715-760-1978
9504310(R07N0)
Property Owner Soifaki5,George Unda Parcel ID• 032-2072-95-000 Page 2 of 4
3 Boring# j i
Boring
P t Ground surface elev. 98.00 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth 1 Dominant Color ; Redox Description Texture Structure Consistence Boundary Roots GPD/ft _
In. i Munsell Qu. Sz Cont.Color Gr.Sz.Sh. *EMI -En#2
1 0-12 10yr3/3 none Si 2mgr mvfr as 2m,2vf 0.6 1.0
2 12-16 10yr5/3 none fst 2msbk mfr gw 2f,lvf 0.4 0.8
3 16-30 10yr4/4 none sI 2msbk mfr gw lvf 0.6 1.0
4 30-39 7.5yr4/4 m2d 7.5yr6/8
7 syr5/2 grsl lmsbk mfr cs 0.4 0.7
5 39-64 7.5yr4/4 m2d 7.5yr6/8 7.5yr6/3 grsl Om mfr - - 0.2 0.6
4 ng Boring
Pit Ground surface elev. 97.24 ft. Depth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominant Color ' Redox Descnptlon Texture Structure Consistence!Boundary Roots GPD/tP
in. Munsell i Qu Sz.Cont.Color Gr. Sz Sh. -Eff#1 'Ef1#2
1 0-8 10yr3/3 none sil 2mgr mvfr as 2m,2vf 0.6 0.8
2 8-22 7.5yr4/6 none sd 2fsbk mfr gw lvf 0.4 0.6
3 22-40 7.5yr4/4 m2d 7.5y SI Om mfr cs - 0.2 0.6
7syr6/2
4 40-72 7.5yr4/6 m2d 7.Syr6/8 grsl 0m mfr - -- 0.2 0.6
7.Syr5/2
i
Boring
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/ft'
in. Munsell Cu.Sz.Cont.Color Gr.Sz.Sh -East •Eff#2
...
-Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L
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need material in an alternate format,please contact the department at 608-266-31 5 1 or TTY 608-264-8777.
SBD-sera(P 071cc) Schmitt Sol Tamp,arc.
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