HomeMy WebLinkAbout028-1018-10-000 (2)
2325
4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site less than 8% x 11 inches in size. Plan must r" . , ~ County St. Croix
include, but not ' and rizontal reference point (BM), direction and
percent slope, rth arrow, and location and distance to" road. Parcel I.D.
2 O ZQ 028-1018-10-000 C( 3
P se print all information. R i Dat
Personal you provide may be used for semdary purposes (Privacy Law, s.15-04A~)), ` /
Property Owner Property'tbca
Orville & Marlene Wahl Trust Govt. Lot NE 1/4 SE 19 S 12 T 28 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
450 Hwy 63 na na Na
City State Zip Code Phone Number City Village r' Town Nearest Road
Baldwin WI 54002 (715) 684-2641 Rush River Hwy 63
1 New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
0 Replacement J Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, N applicable na
General comments
and recommendations: Site suitable for mound system with 12" of ASTM-C33 sand placed on 93.16' contour. Infiltrative surface
r--~ elevation to be 94.25'. i-
I I goring # -j Boring
~J V1 Pit Ground Surface elev. 91.10 ft. Depth to limiting factor 23" in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 * ft#2.
1 0-9 10yr3/2 none sil 2fgr mvfr as 2fml c 0.6 0.8
2 9-16 10yr3/4 none fsl 2fsbk mvfr gs 2f,1 m 0.4 0.8
3 16-23 1Oyr4/4 none f$l 2msbk mvfr cw 2vf,f 0.4 0.8
4 23-30 1Oyr4/4 f2d 7.5yr5/8 fsI lmsbk mvfr cw 1vf 0.2 0.6+
5 30-41 1Oyr4/4 m3p 7.5yr4/6 Ifs Osg ml aw - 0.5 1.0
6 41-54 7.5yr4/ 1 f2d 7.5yr5/8 sl Om mfr - - 0.2 0.6
aturated flow observed at
a Boring # Boring
lei Pit Ground Surface elev. 91.32 ft. Depth to limiting factor 3 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ff#1
in. Munsoll Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr3/2 none sit 2fgr mfr as 2vf,f 0.6 0.8
2 9-15 1 Oyr4/3 none scl 3msbk mefi aw 1 vf,f 0.4 0.6
3 15-23 1Oyr4/6 none scl lmsbk mfr cw lvf 0.2 0.3
4 23-36 1 Oyr4/6 m2d 7.5yr5/8 sl 1 msbk mvfr 9w - 0.4 0.7
5 36-49 10yr5/4 m3p7.5yr5/8 scl 1 csbk mfr - 1 vf,f 0.2 0.3
Saturated flow observed at 45".
Effluent #1 = BOD? 30 < 220 mg/L nd TSS >30 150 mg/L "Effluent #2 = BOD <30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Sign re: ST Number
James K. Thompson s 3602
Address A.C.E. Soil & Site Evatuati Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 5116/2013 715-248-7767
P~r-o-~p-ertty~ Owner Orville & Marlene Wahl Trust Parcel ID # 028-1018-10-000 Page 2 of 3
F Boring # J Boring
VI Pit Ground Surface elev. 93.70 ft. Depth to limiting factor 27" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2fgr mvfr gs 2fmc 0.6 0.8
2 11-17 10yr4/3 none sicl 2fsbk mfr gw 2frn,1c 0.4 0.6
3 17-27 7.5yr4/6 none scl 2%bk mfr gw 1 vf,fm 0.4 0.6
4 27-40 10yr4/4 f2d 7.5yr5/8 sl 1csbk mvfr gw 1vf,f 0.4 0.7
5 40-52 10yr4/6 m2p7.5yr5/8 scl lcsbk mfr - 1vf,f 0.2 0.3
F Boring# J Boring
4
0 Pit Ground Surface elev. 93.98 ft. Depth to limiting factor 30 in. goii Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfift
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff*1 *Eff#2
1 0-12 10yr312 none sil 2fgr mvfr gw 2fmc 0.6 0.8
2 12-24 10yr3/4 none sil 2fsbk mvfr cw 2fm,1 c 0.6 0.8
3 2430 10yr4/6 none sl lmsbk mvfr cw 1vUrn 0.4 0.7
4 30-46 10yr4/4 c2d 7.5yr5/8 scl lmsbk mft gw 1vf,frn 0.2 0.3
5 46-54 10yr4/4 m2d7.5yr5/8 scl 1csbk mvfi - 1vf,fm 0.2 0.3
❑ Boring # J 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
In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS -5.30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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