HomeMy WebLinkAbout030-2005-60-000 (2)
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Wisconsin Department of CommaselM SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and dij' As in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil 8 Site Evaluations
fCounty
Attach n not less than 8%x 11 inches in size. Plan must CC~~ St. Croix
includeIm- rti ca and horizontal reference point (BM), direction and ,`Y
percencale or dimetnsions, north arrow, and location and distance to nearest road. 030-2005460-000
Please print all information. (AIN 2 ev' By Date
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Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). 0
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Property Owner Property
Terry L. & Debra J Nygaard Govt. Lot ° P /4 SE 1/4 S 33 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
565 Co. Rd. E 1 Na CSM Vol. 1, Pg. 125
City State Zip Code Phone Number _j City J Village 16 Town Nearest Road
Hudson WI 54016 715-549-6312 St.Joseph Co. Rd. E
N onstruction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
I _J Public or commercial - Describe:
rent material Glacial Outwash Flood plain a evation, if app licable Na
General comments TD U'60Jt t" vT lp~)r
and recommendations: Site suitable for convention I POWTS dispersal cell with 0.7 gpd/sq.ft./day loading rate. Proposed
infiltrative surface elevation to be = 86.50'.
Boring # J Boring
1! Pit Ground Surface elev. 92.10 ft. Depth to limiting factor >1 15" in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GP
in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "
1 0-7 1Oyr3/2 none I 2fgr mvfr cs 2fmc 0.6 0.8
2 7-22 10yr4/4 none sil 2msbk mvfr cs 2fmc 0.6 0.8
3 22-37 1Oyr4/4 none sl 2msbk mvfr cw 2f,1mc 0.6 1.0
4 37-50 7.5yr4/6 none Is Osg ml 9w 1v1f,f 0.7 1.6
5 50-115 1Oyr4/6 none s Osg ml - - 0.7 1.6
t~ Boring # Boring
1 I 16 Pit Ground Surface elev. 91.85 ft. Depth to limiting factor >105" in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G Ht'
in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `
1 0-9 1Oyr3/2 none I 2fgr mvfr 1015 2fmc 0.6 0.8
2 9-23 1Oyr4/4 none sl 2msbk mvfr ow 2fmc 0.6 1.0
3 23-50 7.5yr4/6 none Is 2msbk ml cvv 2f,1 me 0.7 1.6
4 50-105 1Oyr4/6 none s Osg ml - - 0.7 1.6
* Effluent #1= SOD? 30 < 220 mg& a TSS >30 < 1 mg/L * Effluent #2 = BOD <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) ignature: CS Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola WI 54020 618/2013 715-248-7767
Prroppty~ -er- Owner Terry L. & Debra 7 Nygaard Parcel ID # 030-2005-60-000 Page 2 of 3
I 3 1 Boring # J Boring
F~ Pit Ground Surface elev. 93.61 ft. Depth to limiting factor >124" in. SoN Applioation Rate
Horizon Depth Dominant Color Wax Description Texture Stricture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none I 2fgr mvfr cs 2fmc 0.6 0.8
2 8-15 10yr4/4 none sil 2msbk mvfr c8 2fmc 0.6 0.8
3 15-34 7.50yr414 none Sid 2msbk mfr cw 2f,1 me 0.4 0.6
4 34.46 7.5yr4/6 none Is Osg mi gw 1vf,f 0.7 1.6
5 46-124 1Oyr4/6 none s Osg ml - - 0.7 1.6
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❑ Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Sinicture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Mureetl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 - BOD? 30 < 220 mg/L and TSS >30 <160 mg/L " Effluent #2 = SODS -S.30 mg/L and TSS <30 mg/L
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SBD-8330 (8.07/00) A.C.E. SON & Site Evaluations
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