HomeMy WebLinkAbout034-1008-10-000 FAT IVIHEORDEROF
WELLS FARGO BANK, N.A.
t R � A 1
HUDSON,WI54016
075911988
FOR DEPOSIT ONLY
�WA ST.CROIX COUNTY
\ ACCT #3877919724
♦ ls"co s L E ALUATION REPORT #21sa 110th
Department of Comm CO ML
orda ce with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Gustum Septic Service
Attach complete site pla n 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
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel LD.O — /^V Q 6 —10—41 6
Please print all information. R sewed DatO
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). dj
Property Owner Property Location
Whitten, Tom Govt.Lot n/a SW1/4, SW1/4, S4, T29N, R15W
Property Owner's Mailing Address Lot# Block# Subd.NpIne or CSM ed'v) ?
2946 110th Ave. n/a n/a N/A X(7"o — ,
City State Zip Code Phone Number City I Village sel Town Warest Road
Glenwood City WI 1 54013 1 715-265-4521 Springfield 1 110Th£tfset—
New Construction Use: sol Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
.,'f�R,�e`p�la�cement _ Public or commercial�-Describe:
r�tt ent materia l) S� so, lTt Flood plain elevation,if applicable n/a ft.
rppm_ ' ia o'M r fu�aS Crrrn .v.vn
General comments Part of t30 acres. Ttecomm--end Mound system along 100.0'contourU
and recommendations: i
44-(
F-11 Boring# V1 Boring
Pit Ground surface elev. 100.7 ft. Depth to limiting factor 15 10'/ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-5 10yr3/2 none sil 2mgr mvfr as 3f 0.6 0.8
5-9 10yr3/2 none sil 2msbk mvfr cW if 0.6 0.8
3 9-15 10yr5/4 none A 2msbk mvfr cW - 0.6 0.8
4 15-21 7.5yr5/4 c2-3d 10yr7/2 yr. sil 2msbk mfr cw - 0.6 0.8
5yr5/6
5 21-38 7.5yr4/6 c3p yr /2 gr. scl 2msbk mfr - - 0.4 0.6
5yr5/6
F Boring
2 Boring# Pit Ground surface elev. 97.2 ft. Depth to limiting factor 16i in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boun ary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh Eff#1 *Eff#2
1 0-5 10yr3 12 none sil 2mgr mvfr as 3f 0.6 0.8
�r 2 5-9 10yr3/2 none sil 2msbk mvfr cW if 0.6 0.8
3 9-16 77.5yr5/4 4 none sil 2msbk mvfr cW - 0.6 0.8
4 16-21 c2-3d 10yr7/2 gr. sil 2msbk mfr cW - 0.6 0.8
5 r5 6 5 21-38 6 cap 10yr7/2 5yr5/6 gr. scl 2msbk mfr - - 0.4 0.6
Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD5 S30 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 5/19/2006 715-658-1344
SBD-8330(R.07/001
i
Property Owner Whitten,Tom Parcel ID# Page 2 of 3
3 � Boring
] Boring# 100.0 ft. Depth to limiting factor
V Pit Ground surface elev. p 9 16 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 0-7 10yr3/2 none sil 2mgr mvfr as 3f 0.6 0.8
2 7- /2 none sil 2msbk mvfr cw if 0.6 0.8
3 10-16 7.5yr5/4 none gr. A 2msbk mvfr cw - 0.6 0.8
4 16-30 7.5yr5/4 c2-3d 10yr7/2 5yr5/6 yr. scl 2msbk mfr cw - 0.4 0.6
Yf Boring
Boring# ft. Depth to limiting factor
Pit Ground surface elev. p g 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-1 Boring
Boring# _j ft• Depth to limiting factor
Pit Ground surface elev. p g in, Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP.D/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
i
"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
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8771
SBD-8330(x.071001 Gustum Seotic Service
ST. CROIX COUNTY
.sow WISCONSIN
PLANNING & ZONING DEPT.
ST. CROIX COUNTY GOVERNMENT
_ 1101 Carmichael Road
Hudson, WI 54016-7710
(715) 386-4680 FAX(715) 386-4686
COUNTY ON-SITE VERIFICATION FORM
dvff' a-n //0A&Y-" g :Z� �b &)' ,ac.-te_11 , -
PropertyOvner Pro rtyLocation
w��/✓G," GaQ.Lot � 1,�tS�i4 S T H R E(orb
Property ..ner s Mailing AdJdre Lot>< Block# &W.Name or C tvlrt
9 11 D -4.4v-e . a c --fK-1U i s '
City State Zip Code Phcoe plumber ❑City ❑Village ann tdeare t Rood
Herr Constructi o U se: Residential i 14 umber of bedrooms Cade derivc{I design fhr�rate_.-___ _ GPD
❑Replacement — -— —--
❑ Public,rcommcrcial-Describe: ________
Parent materi _1k t _R A,7%x, F e� f/4--?_ Rood Raiinn pllevation d applicable
General comments
and recommendations: 'y
�J Boring
® L�
❑ Pit Ground surface et?v. __ _-____ft. e0 pth to limiting factor--------in
Sal Application Rate
Horizon Depth Dominant Corr Redox Description Texture Structure Consistence Boundary Roots GPD*
in. tvtunsell Ou.Sz. Cont.Cola GL Sz.Sh. 'Ef#1 I 'Eff#2
'y
2 2 3 s '� Z �� ✓'�� C
�Q t2 3_1 Baingain (�2Y ,S � !'IZ.B'� � Gv� dQ Gt73 G 3Sb
V El Pit Ground surface eyv. ,ft. Depth to limiting factor __-.._____in.
Sal ADDlication Rate
Horizon Depth Dominant Colorl Redox Description Texture Structure Consistence Boundary Rods GP"
in. tvlunsNl I Qu.Sz. Cont.Corr Gr.Sz.Sh. I 'Effttl *0#2
o 93 5 '1 7^ 6k es Z
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ST. CROIX COUNTY ON-SITE VERIFICATION FORM
Parcel ID#--.------------__--- page ----of_---
❑ Bering# ❑ Boring
❑ pit Ground surface elev._ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description TexWre Structure Consistence Boundary Rods GPDH
in. klunsell Du.Sz. Cont.Color Gr.Sz.Sh. 10#1 'Eff#2
❑ Boring# ❑ Baring
❑ pit Ground surfaceelev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Corr R?dox Description Texture Structure Consistence Boundary Roots GPDlft'
in. Nlunsell Cu.Sz. Cant.Color Gr.Sz.Sh. 'Eff#1 'Effv
F—I Baing ❑ Boring
Ground su rface elev.___ ____ft. Depth to limiting factor---'-----__in.
❑ pit Soil Applicaticil Rate
Horizon Depth Dominanl Color Redox Description Texture Structure Consistence Boundary Rods GPDft
in. rvtunsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
I
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'Effluent#1 =BOD,>30 1 M mg.L and TSS r30_150 mg.-L 'Effluent 2=BODS_30 n Land TSS=30 mgL
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D RECEIVED
IMIsconsin SOIL EVALUATION REPORI JUN 0 1 2006 #2183 290th
Department of Commerce in accordance with Comm 85,Wis.Adm.Cod Pagr i of 3
Division of Safety and Buildings I ST.CROIX COUNTYGust m Septic Service
Co
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
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 3���
J l�v a-lU
Please print all information. eview Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ft !7
IV
Property Owner Property Location I u
Whitten,Tom Govt.Lot n/a SW1/4, SW1/4, S4, T29N, R1
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
2946 110th Ave. n/a
City State Zip Code Phone Number J City Village V_j Town Nearest Road
Glenwood City WI 1 54013 j 715-265-4521 Springfield 290Th Street Q ��
New Construction Use: 6� Residential/Number of bedrooms 3 Code derived design flow rate '-- 45 GPD
I Replacement Public or commercial-Describe:
Parent material glacial till Flood plain elevation,if applicable n/a ft.
General comments Part of 80 acres. Recommend mound system along 100.0'contour.
and recommendations: �r
❑ 9 `j Boring
1
Boring# pit Ground surface elev. 100.0 ft. Depth to limiting factor 14 � in. it Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots G
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
I
4x11 1 0-4 10yr3/2 none sil 2mgr mvfr as 3f 0.6 0.8
2 4-7 10yr3/2 none sil 2msbk mvfr cw if 0.6 0.8
3 7-14 10yr5/4 none sil 2msbk mvfr cw - 0.6 0.8
4 14-18 7.5yr5/4 -3d 105/7/2 7.55/5/8 yr. sil 2msbk mfr cw - 0.6 0.8
5 18-30 7.5yr4/6 cap 105/7/2 7.55/5/8 yr. scl 2msbk mfr - - 0.4 0.6
F Boring
2 Boring# Pit Ground surface elev. 98.6 ft. Depth to limiting factor 13 'min. 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
�k
kv 1 0-4 10yr3/2 none M 2mgr mvfr as 3f 0.6 0.8
2 4-7 10yr3/2 none sil 2msbk mvfr cw if 0.6 0.8
3 7-13 10yr5/4 none sil 2msbk mvfr cw - 0.6 0.8
4 13-20 7.5yr5/4 f2-3d 10yr7/2 yr. sil 2msbk mfr cw - 0.6 0.8
7.5 r5/8
5 20-28 7.5yr4/6 cap 105/7/2 7.55/5/8 yr. scl 2msbk mfr - - 0.4 0.6
*Effluent#1 =BOD5>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 5/19/2006 715-658-1344
..Rn_Riin(R 07/001
Property Owner Whitten,Tom Page 2 of 3
F _] Boring
3 Boring# Pit Ground surface elev. 101.1 ft. Depth to limiting factor 18 �in.
J 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 0-5 10yr3/2 none sil 2mgr mvfr as 3f 0.6 0.8
2 5-8 10 r3 2 none sil 2msbk mvfr cw if 0.6 0.8
I, �x y /
3 8-18 10yr5/4 none sil 2msbk mvfr cw - 0.6 0.8
4 18-21 7.5yr5/4 f2-3d 10yr7/2 yr. A 2msbk mfr cw - 0.6 0.8
7.5 r5 8
5 21-27 7.5yr4/6 cap 10yr7J2 7 5 518 gr. scl 2msbk mfr - - 0.4 0.6
F-1 J 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
F-1 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 =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
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8771
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290th Street
-- ---------------------------------------------------------------------------------------------------------------------------------- -- --
00 00
Parcel #: 034-1008-10-000 08/22/2006 01:14 PM
PAGE 1 OF 1
Alt. Parcel#: 04.29.15.59 034-TOWN OF SPRINGFIELD
Current X I 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
THOMAS H,&KATHRYN M OTTO WHITTEN O-WHITTEN, THOMAS H,&KATHRYN M OTTO
2946 110TH AVE
GLENWOOD CITY WI 54013
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description
SC 2198 GLENWOOD CITY
SP 1700 WITC
Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE
SEC 4 T29N R1 5W SW SW 40A Block/Condo Bldg:
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
04-29N-15W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 1091/010 WD
07/23/1997 914/127
07/23/1997 786/522
07/23/1997 633/438
2006 SUMMARY Bill#: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: _ r Last Changed: 04/14/2006
Description Class Acres Land prove Total State Reason
AGRICULTURAL G4 38.000 2,850 0 2,850 NO
UNDEVELOPED G5 2.000 100 0 100 NO
Totals for 2006:
General Property 40.000 2,950 0 2,950
Woodland 0.000 0 0
Totals for 2005:
General Property 40.000 3,300 0 3,300
Woodland 0.000 0 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