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RECEIVE"
#1767
SOS biN U T REPORT page 1 of 3
1pisconsin De artment of Commerce 2 9 iir 0 a s , is. Adm. Code
Divs ion of Safety and Build gs steel's Soil Service, Inc.
ST. C IX Ty County
Attach complete site plan on p er not ~Y7 mcheS in size. Plan must St. roix
include, but not limited to: verti I wee point (BM), direction and parcel I.D. 036) percent slope, scale or dimensions, north arrow, an oca distance to nearest
road. /3 _d
Please print all information. Reviewe y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 12- 7 lei)
T b.
Property Owner Property Location
Pirius, Terry Govt. Lot na NM A S 1/4, 36, T30N, R20W 63D
Property Owner's Mailing Address Lot Block # Subd. Name CSM.#I 1 `
400 South 2nd ST. na Seven Oaks
City State Zip Code Phone Number City ❑ Village ® Town Nearest Road
Hudson WI 54016 715-386-0252 St.Joseph 125Th St
® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial - Describe:
Flood plain elevation, if applicable na ft.
Parent material Knolls of pitted outwash plains
General comments Conventional system, system elevation 99.50ft. Trenches spaced and depth to code 4.50ft below grade.
and recommendations:
F 1-1 Boring # ❑ Boring
® Pit Ground surface elev. 104.00 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-22 10yr3/1 none sl 2msbk dfr cs 2f .6 1.0
2 22-44 10yr4/4 none sicl 2msbk dfr gw if .4 .6
3 44-79 7.5yr4/4 none cos osg ml cs na .7 1.6
4 79-110 7.5yr4/6 none cos osg ml na na .7 1.6
5,q
i/
F2 I Boring # ❑ Boring
® pit Ground surface elev. 104.00 ft. Depth to limiting factor 110 '/in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Fdfr sistenc Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-4 10yr3/2 none I 2msbk cs 2f .6 .8
2 4-18 7.5yr4/4 none Is osg dfr cs 2f .6 1.0
3 18-110 7.5yr4/6 none cos osg ml na na .7 1.6
I
l /
* Effluent #1 = BOD 5> 30 k 2O mg/L and TS 30 < 150 mg/L ffluent #2 = BODS <.30 mg/L and TSS <_30 mg/L
CST Name (Please Print) i ature: CST Number
David J. Steel 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 7/27/2005 715-760-0347
SBD-8330 (R.07/00)
Property Owner Pirius, Terry Parcel ID # pending Page 2 of 3
Boring #
1-i-1 ❑ Boring 4,50 ® pit Ground surface elev. 100.70 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none I 2msbk dfr cs 2c .6 .8
2 12-40 7.5yr4/4 none s1 2msbk dfr di if .6 1.0
3 40-110 7.5yr4/4 none cos osg ml na na .7 1.6
II
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ 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 Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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.
SBD-8330 (R.07/00) Steel's Soil Service, Inc.
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Terry Pirius 994 200t" St.
CST-POWTSM NVVl/4,SE1/4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 Town of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot, 15 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1"=40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.20 ft
\cf~ O Top of 3/4" pvc pipe
6 = Borings
Boring Elevations
B 1 = 104.00 ft
B2 = 104.00 ft
B3 = 100.70 ft
B4 = 0.00 ft
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COUNTY PLAT OF:SEVEN OAKS
r CMM MAY K ARECIFD 9Y 1}P aZANLER/ y?
WLiINE L9A (LwEST9U901NC LOCATED IN PART OF THE NE1/4 OF THE SW1/4, PART OF THE NW1/4 OF THE SE1/4, PART T,y
rNE PIACFLDiT a r1E SiNIIC19PE ON
°ENNaT OEP°D"a 1W0N OF THE SE1/4 OF THE SW1 /4 AND PART OF THE SW1 /4 OF THE SE1/4 OF SECTION 36, vs
EAOI IAT. BINLOPII SNN19E .
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AND o ° A' T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
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OWNER: 1 1
PRIUS DEVELOPMENT CO. U.C. J I \ \ •4
40O SOUTH 2ND ST.\ 1 /m8-NZ.e 'w
HUDSON. N 54016 \u ~-1 \ \ DRAINAGE
PREPARED BY. s<61io9 \ 11 EASENENT'J' ^
SAN LAND SURVEYING 91e y6 iolz ACAES 1 LINE TAKE
ma 50. R.
2920 ENLOE STREET se vseW S. \ \ uw-B>as i I °n~Y Kir 5
HUDSON. N 54016 61. 1,W1 _ nntYOYtw 19001'
(715) 766-2007 d , -124TH AVENUE'S i#'.., i o NuTrm-w um''?
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PREPARED BY: - ' ~ cI6- ~ \ \ j Eattalvrtt-r I ~ e9•ww ~
RUTH CONSULTING/ oY1a 1W-B ~ \ \ ~i n sm9rYIT sK/s-
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ASSOCIATES '
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2920 ENIOE STREET
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HUDSON. N 54016
(715) 361-5277
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SCALE IN FEET 1' - 60'
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MR w5TA0YFNT wARIED 9Y: w
age No. alea-91 o.IE aVw/law IE0149: as/IO/S9w SHEET 2 OF 3 SHEETS