HomeMy WebLinkAbout030-2149-11-000 RECEIVE
# j1 U1 2 g 296 #1765
AIL AL ORT
Page 1 of 3
Department of Co in accorda ce with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
mmer ST. CROIX COUOni . ING OFFICE
Division of Safety and B Idings Z . NTY County
Attach complete site plan on paper not less than 8l . x T'r"1 es in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Review By Date G
J
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 127
Property Owner Property Location
Pirius, Terry Govt. Lot na NVtft/4, E1/ , S36, T30N, R20W
Property Owner's Mailing Address L t # Block # Subd. Nam or CS
400 South 2nd ST. na Seven Oaks
city State Zip Code Phone Number ity ❑ Village ® Town Neare oad
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: na
Flood plain elevation, if applicable na ft.
Parent material Knolls of pitted outwash plains
General comments Conventional system, system elevation 94.15ft. Trenches spaced and depth code 3.00ft below grade.
and recommendations:
117 Boring # ❑ Boring
® Pit Ground surface elev. 97.15 ft. Depth to limiting factor 110 min. 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 0-9 10yr3/2 none sil 2msbk dfr cs 1c .6 .8
2 9-27 7.5yr4/4 none ms osg ml cs na .7 1.6
3 27-110 7.5yr4/6 none ms osg ml na na .7 1.6
Cl
u Z
3
Fi-1 Boring # ❑ Boring
® pit Ground surface elev. 97.15 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sil 2msbk dfr cs lc .6 .8
2 9-27 7.5yr4/4 none ms osg ml cs na .7 1.6
3 27-110 7.5yr4/6 none ms osg ml na na .7 1.6
G /
-I ' ►f
" Effluent #1 = BODS> 30 < 20 mg/L an_t_T >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS <30 mg/L
CST Name (Please Print) gnature,._ 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 3 a. '~5
Fil Boring # ® Pit Ground surface elev. 92.35 ft. Depth to miting 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 0-16 10yr3/2 none sl 2msbk dfr cs is .6 .8
2 16-110 7.5yr4/4 none ms osg ml cs na .7 1.6
J
In/~
3W
❑
Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F-1
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
❑ Boring
Boring # F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F-1
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 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 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.
Steel's Soil Service, Inc.
SBD-8330 (R.07/00)
'
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Terry Pirius 994200 th St.
CST-POWTSM NW1/4,SE1/4,S36,T30N,R20W Baldwin, WI 54002
Lic. #248956 Town of St. Joesph, St. Croix Co. Direct 715-760-0347
Lot, 13 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= 97.15 ft
_ B2 = 97.15 ft
B3 = 92.35 ft
O~ fo
B4= 0.00 ft
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COUNTY PLAT OF:SEVEN OAKS 461". i1N -K
S aE aY L9.a (LOAEST!X NO LOCATED IN PART OF THE NE1/4 OF THE SWl/4, PART OF THE NW1/4 OF THE SEl/4, PART
RESmICTIa i OF THE SE1 /4 OF THE SWl /4 AND PART OF THE SW1 /4 OF THE SE1 /4 OF SECTION 36, -
SIRUCNAE ON
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afl; T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
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HUDSON. M 54016 j 6s EASEMENT'J" a u
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AUTH CONSULTING/
ASSOCIATES
2920 ENL STREET '.(J, O1f j/~~ \ \ 5..
HUDSON- VA M 54016
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1ws wsMnwwNT oAAETm ar: AY FArE SHEET 2 OF 3 SHEETS
AI9 WD, e1aA-0x DIME: 01/03/- nE'NSfD: O]/l0/1006