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Wisconsin Depart entof ~ SOIL EVALUATION REZORT Page 1 of 3
Division of Safety d Buildings ~irr>flccord ce with Comm 85, Wis. Adm .Code..- A.C.E. Soil & Site Evaluations
Attach compl e site plamaprnot less th:8%x 11 nches in size. Plan must St. Croix
include, but n t limited to: vertica point (BM), direction and
percent slope, le "am. ~ n and distance to nearest road. Parcel I. .
P a I information. 020-1168-40-000 •/8~/Z
eviewe Dat
Personal infor ou provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). I/U -YLI$1 1~-
Property Owner Property Location 17
Marc J. & Leone M BeauClaire Govt. Lot SW 19 NW 1/4 S T 29 N R 19 W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
303 Windolff Lane 5,6,7,8 Plat Of Ranchwood
City State Zip Code Phone Number J City , I Village }Ji Town Nearest Road
Hudson WI 54016 612-868-1876 Hudson Windolff Lane
J New Construction Use: y_f Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement _f Public or commercial - Describe:
~j~/~
Parent material Glacial Outwash Flood plain elevation, if applicable Na
General comments ~ -kAj ,b te- A Va (-Y- ✓114,v "n-r- fa ( -fv a ( -kr m4e- Le4a"-,z- d i S ?C4-S2( a vus .
and recommendations: Site suitable for conventional POWTS dispersal cell with 0.4 gpd/sq.ft./day loading rate. Recommended
trench elevations to be 80.50', 81.50'& 82.50'.
Boring # I Boring
1e Pit Ground Surface elev. 88.95 ft. Depth to limiting factor >117" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 -Eff#2
1 0-10 1Oyr3/2 none sil 2fgr mvfr cs 2fm,1c 0.6 0.8
2 10-17 1Oyr4/4 none sl 2msbk mvfr gs 2fm,1c 0.6 1.0
3 17-25 7.5yr3/4 none scl 2fsbk mvfr gs 1 fm 0.4 0.6
4 25-63 7.5yr3/4 none sl 1csbk mvfr gw 1fm 0.4 0.7
5 63-72 7.5yr4/6 none ifs Osg ml gw - 0.5 1.0
6 72-117 1Oyr4/6 none s Osg ml - - 0.7 1.6
F2 ] Boring # J Boring
Pit Ground Surface elev. 87.80 ft. Depth to limiting factor >106" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-32 1 Oyr3/2 none Ifs Osg ml gw 2fm,1 c 0.5 1.0
2 32-41 1 Oyr4/4 none sl 1 msbk mvfr cw 2fm,1 c 0.4 0.7
3 41-54 7.5yr4/6 none ifs Osg ml gs 1fm 0.5 1.0
4 54-68 10yr4/6 none s Osg ml gw 1fm 0.7 1.6
5 68-106 1Oyr5/4 none s Osg ml - - 0.5 1.0
Horizon #5 contains 1/8" - 1/4" bands of yr4/6 at approx. 12" - 16" intervals. Loading rate reflects reduced permiabilty of horizon associated
with banding.
* Effluent #1 = BOD5> 30 < 220 mg/L a d TSS >30 < 50 mg/L uent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat e: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, Wl 54020 5/10/2012 715-248-7767
Property Owner Marc J. & Leone M BeauClaire Parcel ID # 020-1168-40-000 Page 2 of 3
3 ] Boring # Boring
Pit Ground Surface elev. 86.35 ft. Depth to limiting factor >112" in.
F
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2fgr mvfr cs 2fmc 0.6 0.8
2 10-17 10yr3/3 none sil 1thinpl mvfr cs 2fm,1c 0.4 0.6
3 17-44 10yr4/6 none sil 2fsbk mvfr cw 1fmc 0.6 0.8
4 44-68 7.5yr4/6 none sit 1m&csbk mvfr cw 1fm 0.4 0.6
5 68-112 7.5yr4/6 none lvfs Osg ml - - 0.4 0.6
F-1 Boring # Boring
_I 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/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots QPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *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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SBD-8330 (R.07/00) A.C.E. Shc & Site Evaluations
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