HomeMy WebLinkAbout010-1006-10-000
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SOIL EVALUATION REPORT #2265 lot 11
Visconsin
in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Department of Commerce
Division of Safety and Buildings Gustum Septic Service
Attach complete site plan on paper not less than 8'/= x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I. 1 ?1%
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. n 0- } /
Please print all information. Revie d By c1 DateZ
Personal information you provide may a use y Law, s. 15.04 (1) (m)). Z Z 07
Property Owner ;Property Location
Arvold, Don ~ff L ovt. Lot n/a SW1/ , SW1/ 2, 30N, R16W
Property Owner's Mailing Address Lot # Block # Subd. or C M#
1673 250th St. 11 n/a .5?L 1 T
City St a Zi Ol*WWWbuYhber City Village t Town Nearest Road
1 719-265-474 Emerald 250Th Street
Emerald
J New Construction Use: yi Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Flood plain elevation, if applicable n/a ft.
Parent material glacial til
General comments Part of 20 acres. Recommend mound system along 99.1' contour.
and recommendations:
F-11 16 Boring # Boring
Pit Ground surface elev. 100.0 ft. Depth to limiting factor 19 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#z
1 0-7 10yr2/2 none sil 2mgr mvfr as 3f 0.6 0.8
2 7-12 7.5yr4/4 none sil 2msbk mfr Cw if 0.6 0.8
3 12-19 5yr4/4 none gr. A 2msbk mfr cw - 0.6 0.8
4 19-45 5yr4/4 c2 3d 10y8 /2 gr. scl 2msbk mf - - 0.4 0.6
2] Boring # Boring
Pit Ground surface elev. 97.0 ft. Depth to limiting factor 20 in. Soil Application Rate
F Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#1 'Eff#2
0-9 10yr2/2 none sil 2mgr mvfr as 3f 0.6 0.8
9-14 7.5yr4/4 none A 2msbk mfr cw if 0.6 0.8
3 14-20 7.5yr4/6 none gr. sil 2msbk mfr cw - 0.6 0.8
4 20-48 7.5yr4/6 c2 7 5yr5%8 /2 gr. scl 2msbk mf - - 0.4 0.6
T
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L and TSS s-30 mg/L
CST Name (Please Print) Signature: CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 12/29/2006 715-658-1344
SBD-8330 /R.07/001
Property Owner Arvold, Don Parcel ID # Page 2 of 3
F3 Boring
Boring #
pit Ground surface elev. 100.0 ft. Depth to limiting factor 19 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfM1 *EfF#2
1 0-7 10yr2/2 none sil 2mgr mvfr as 3f 0.6 0.8
2 7-13 7.5yr4/4 none A 2msbk mfr cw if 0.6 0.8
3 13-19 7.5yr4/6 none gr. A 2msbk mfr cw - 0.6 0.8
4 19-48 7.5yr4/6 c2-3d 10yr7/2 gr. scl 2msbk mfi
7.5yr5/8 - - 0.4 0.6
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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # Boring
;;1 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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877/
SBD-8330 (8.07/001 Gustum Septic Service
250th Street
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Parcel 010-1006-10-000 02/11/2008 10:04 AM
PAGE 1 OF 1
Alt. Parcel 02.30.16.29 010 - TOWN OF EMERALD
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - ANDERSON, JEFFREY S
JEFFREY S ANDERSON C - SONNENBERG, MARY L
MARY L SONNENBERG
PO BOX 308
GLENWOOD CITY WI 54013
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2198 GLENWOOD CITY
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE
SEC 2 T30N R16 W 40A SW SW Block/Condo Bldg:
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
02-30N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
04/04/2007 847755 WD
04/04/2007 847754 TD
03/24/1998 575667 1308/358 LC
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 10/19/2004
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 38.000 5,700 0 5,700 NO
UNDEVELOPED G5 2.000 200 0 200 NO
Totals for 2008:
General Property 40.000 5,900 0 5,900
Woodland 0.000 0 0
Totals for 2007:
General Property 40.000 5,900 0 5,900
Woodland 0.000 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
101sconsin SOIL EVALUATION REPORT #2266 lot 12
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
ustum Septic Service
Division of Safety and Buildings
County
Attach complete site plan on paper not less than 8'/s x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D.
ercent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~}/C
Please Pri, it all Review By Date
Personal information you provide may be sed forM&C5r&eBprivacy Law, s. 15.04 (1) (m)). Z Z O
Property Owne Property Location
A , on f LG n - Govt. Lot n/a SW1/4, S1/4, S2, T30N, R16W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1673 250th St. 12 n/a Pending tj66 j SQLi
City State Zip Code Phone Number City _j Village 0 Town Nearest Road
Emerald WI 54012 715-265-4749 Emerald 170Th Ave.
V1 New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
I Replacement Public or commercial - Describe:
Flood plain elevation, if applicable n/a ft.
Parent material glacial til
General comments Part of 20 acres. Recommend mound system along 99.0' contour.
and recommendations:
Boring # Boring
! Pit Ground surface elev. 100.0 ft. Depth to limiting factor 18 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 0-9 10yr3/2 none sil 2mgr mvfr as 3f 0.6 0.8
2 9-13 10yr4/4 none gr. sil 2msbk mfr Cw if 0.6 0.8
3 13-18 10yr4/6 stoney gr. sil 2msbk mfr Cw - 0.6 0.8
4 18-40 10yr4/6 c2 j 5yr5/8 /2 gr. A lmsbk mfi - - 0.4 0.6
2 ] F Boring # m Boring
Pit Ground surface elev. 97.6 ft. Depth to limiting factor 22 ✓in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
1 0-9 10yr3/2 none sil 2mgr mvfr as 2f 0.6 0.8
2 9-15 10yr4/4 none gr. sil 2msbk mvfr Cw if 0.6 0.8
3 15-22 10yr4/6 stoney gr. sil 2msbk mfr cw - 0.6 0.8
4 22-42 7.5yr4/6 c2-3d y 5%8 /2 gr. sl lmsbk mfi - - 0.6 1.0
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 12/29/2006 715-658-1344
SBD-8330 M071001
Property Owner Arvold, Don Parcel ID # Page 2 of 3
3 _j Boring
Boring # yl pit Ground surface elev. 100.0 ft. Depth to limiting factor 23 ✓in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. =Eff#1 -Eff#2
1 0-10 10yr2/2 none A 2mgr mvfr as 2f 0.6 0.8
2 10-16 10yr4/4 none gr. sil 2msbk mvfr Cw if 0.6 0.8
3 16-23 7.5yr4/4 stoney gr. sil 2msbk mfr Cw - 0.6 0.8
4 23-40 7.5yr4/6 C2-3d 10yr7/2 gr. sl lmsbk mfi - - 0.6 1.0
7.5yr5/8
_f
Boring # Boring
J 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
_f
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/ftz
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 = 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 r
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877 i
SBD-8330 M07/001
Gustum Seotk Service
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