HomeMy WebLinkAbout030-2149-06-000 (3)
41-#1759
VISC*n SOIL EVALUATION REPORT Page 1 of 3
Department of Commel " in acco dance > =U m. Code
Division of Safety and Buildin~Steel's Soil Service, Inc.
/~1~ County
Attach complete site plan on paper not less ?>,c 11 i ches i_rllsl$e. fpla~t mfFSk,5 St. Croix
include, but not limited to: vertical and horizont reference point ((BB~IJJ''di(dlon[~ Parcel I.D
percent slope, scale or dimensions, north arrow, and locati n and distance to nearest road.
Please print all information. ST. CROIX COUNTY
ZONING OFFICE Revie d By Date
(PrivaCy to / Z (i 6 5
Personal information you provide may be used for secondary purposes
Property Own Property Location
Piriu erry ~fao_ Govt. Lot na NE1/4 W 4, S36, T30N, R20W
roperty Owner's Mailing Address N E k # Subd. Na or CSM#
400 South 2nd ST. na Seven Oaks L 6T
City State Zip Code Phone Number y ❑ 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: na
Flood plain elevation, if applicable na ft.
Parent material Knolls of pitted outwash plains
General comments Conventional system, system elevation 103.00ft. Trenches spaced and depth to code 3.00ft below grade.
and recommendations:
17 Boring # ❑ Boring
® Pit Ground surface elev. 106.00 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2
1 0-5 10yr3/1 none I 2msbk mfr Cs 1c .6 .8
2 5-14 10yr4/4 none sl 2msbk mfr cs if .6 1.0
3 14-60 7.5yr4/4 none cos osg ml cs na .7 1.6
4 60-100 7.5yr4/6 none cos osg ml na na .7 1.6
3
Boring # ❑ Boring .
® Pit Ground surface elev. 106.00 ft. Depth to limiting factor 69 in. Soil Application Rate
2
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ~Eff#~ *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 10yr3/1 none sl 2msbk mfr Cs 1c .6 1.0
2 8-54 10yr4/4 none Is 2msbk mfr cs if .7 1.6
3 54-69 7.5yr4/4 none cos osg ml cs na .7 1.6
4 69-88 7.5yr4/4 none sil om ml na na .0 .2
Effluent #1 = BOD > 30 < 220 mg/L and SS >30 < 150 mg/L ` Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Date Evaluation Conducted Telephone Number
Address Steel's Soil Service, Inc.
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
3 Boring 3 b
❑ Boring # F-1 100.40 ft. Depth to itin9 factor
® Pit Ground surface elev. 100 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 0-8 10yr3/1 none I 2msbk mfr cs is .6 .8
i
2 8-31 10yr4/4 none Is osg mvfr cs 2c .7 1.6
3 31-87 7.5yr4/4 none Is osg ml cs na .7 1.6
4 87-100 7.5yr4/6 none ms osg ml na na .7 1.6
-7 4
If
3
❑ 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
❑ 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 = BOD5> 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 200th 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, 7 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. 99.15 ft
f ❑ Top of 3/4" pvc pipe
= Borings
Boring Elevations
B 1 = 106.00 ft
B2 = 106.00 ft
B3 =100.40 ft
4 = 0.00 ft
3
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ST. CROIX l;: ~
COUNTY PLAT OF: SEVEN OAKS
LOCATED IN PART OF THE NE1/4 OF THE SW1/4, PART OF THE NW1/4 OF THE SE1/4, PART
,TO E, OF THE SE1/4 OF THE SW1/4 AND PART OF THE SW1/4 OF THE SE1/4 OF SECTION 36,
T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN.
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OWNER: o +B \o usMCNrc' %
PIRIUS DEVELOPMENT CO. LLD. • Al
400 SOUTH 2ND ST. \ \9G\ 6 5¢ %
,Q. ` x100 ADES - , \ NTAL\ , ~.''C
HUDSON, Y5 54°16 \
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PREPARED BY: 'jfrv
smN LAND SURVEYING
292D ENLOE STREET \ .\,S?y \ \ / ! •zK' NUE~
HUDSON, 91 54016 \ \ 9 \ 124TH AVE C\` LEGEND
(715) 356-2007 \\~.l• +It`~` \ I-i- raga w caws
PREPARED BY: \\\~ifS N•o"r'~~re-' _ P~ ccno« c«m«m oNrl.ENr
AUTH CONSULTING/ I1 010. Nib r «b :-3/B- W,9E
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2920 ENLOE STREET \ / Y9k. rmY•KD.s~\t L, • 0 EN rPa. Pci[
FMDSON, W 54016 \ \ \ -~/~.y yy J ` pu v 0.r Y
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