HomeMy WebLinkAbout030-2149-08-000
• RECEIVED
' #1761
consign SOIL EA O REPORT page 1 of 3
Department of Commerce JUL 2 g i@@,raanc with m Adm. Code
O Steel's Soil Service, Inc.
Division of Safety and Buildi gs
n size. Plan m's St. Croix
ST. CROIX U LT~i County
Attach complete site plan on p er not fje
, direction and Parcel I.D. /
include, but not limited to: vertl BM)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q /.~p3
Please print all information. Review y Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~Z Q
Property Owner Property Location
Pirius, Terry Govt. Lot na E1/4, S 1/4, S36, T30N, R20W
Property Owner s Mailing Address L t# Block # Subd. Name or CS
400 South 2nd ST. na Seven Oaks t67-
City State Zip Code Phone Number City ~ Village ® Town Nearest Road
Hudson WI 54016 715-386-0252 St.Joseph 125Th St
Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
® New Construction
Replacement ❑ Public or commercial - Describe: na
Flood plain elevation, if applicable na ft.
Parent material Knolls of pitted outwash plains
General comments Conventional system, system elevation 93.30ft. Trenches spaced and depth to code 3.50ft below grade.
and recommendations: aT
1 Boring # ❑ Boring
® pit Ground surface elev. 96.80 ft. Depth to limiting factor 100 in. Soil Application Rate
z
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/1 none sil 2msbk mfr cs 1c .6 .8
2 10-22 10yr4/4 none sicl 2msbk dfr cs if .4 .6
3 22-33 10yr4/4 none sl 2msbk mfr cs na .6 1.0
4 33-48 7.5yr4/4 none cos osg ml cs na .7 1.6
5 48-100 7.5yr4/6 none cos osg ml na na .7 1.6
3.3c) ,i
" '7
2
Boring # ❑ Boring
® Pit Ground surface elev. 96.80 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Redox Description Texture Structure Consistenc Boundary Roots GPD/ft'
Color *EfI#
~ *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-12 10yr3/1 none sil 2msbk mfr cs is .6 .8
2 12-32 10yr4/4 none sicl 2msbk mfr cs lc .4 .6
3 32-100 7.5yr4/4 none cos osg ml na na .7 1.6
it
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS S.30 mg/L
i ature: CST Number 248956
CST Name (Please Print) g n CST Nu
David J. Steel
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service, Inc. 7/27/2005 715-760-0347
994 200th St. Baldwin, WI 54002 seo-8330(R.07i00)
Property Owner Pirius, Terry Parcel ID # Pending Page 2 of 3
3 ❑ Boring 3.5 by5
❑ Boring # ® Pit Ground surface elev. 91.30 ft. Depth to limiting factor 100 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 *E02
1 0-7 10yr3/1 none sl 2msbk mfr cs 2c .6 1.0
2 7-16 10yr4/4 none scl osg mfr cs if .4 .6
3 16-28 7.5yr4/4 none cos osg ml cs na 7 1.6
4 28-100 7.5yr4/6 none cos osg ml na na .7 1.6
❑
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/ft2
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 NE1/4,SW1/4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 Town of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot 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. 99.65 ft
❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
B1 = 96.80 ft
B2 = 96.80 ft
B3 = 91.30 ft
B4 = 0.00 ft
f
ou
S~
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COUNTY PLAT OF: SEVEN OAKS
SIWCTUm YAY K ARECRD BY O >
YILTIPI 2N~s
E Le.a (LOaesr BDEnNC LOCATED IN PART OF THE NEi/4 OF THE SW114P PART OF THE NW1/4 OF THE SE7/4, PART
maIR ~n~- OF THE SE1/4 OF THE SW1/4 AND PART OF THE SW1/4 OF THE SE1/4 OF SECTION 36, 2
fwd LOT. D=01 5HN1 9E
s,~PS,I nuBrvwttd°E°'.«o."1d99BaBrA,f T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. G
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PIRAIS DEVELOPMENT 4oo SOUTH 2ND ST.
100 SOUTH 2ND ST. DRAINAGE
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HUDSON. M 54016 baT~~1 11 \ _
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