HomeMy WebLinkAbout040-1168-10-000 (2) N
f
Mammon OR #2513
P LUATION REPORT
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 9
Division of Safety and Buildings Certified Soil Testing, LLC
� � County
Attach complete site plan on paper not less than 8 1 i s i ize. must St. Croix
include,but not limited to:vertical and horizontal re ion and
percent slope,scale or dimensions, north arrow,and location and distance to nearest road. Parcel I.D.
pending CS lots
Please print all information.
Reviewe
Date
Personal information you provide may a usedsMEWESs(Priv cy Law,s.15.04(1)(m)). % /
Property Owner R`v Property Location
Rolle, Robert NOV 2 7 Nng Govt. Lot 5 1/4, 1/4, S35, T28N, R20W
Property Owner's Mailing Address Lot# Block# Subd. Na
218 S. Ilwaco Road 1 g,2 Propo d CSM
City St a Zip ode Phone Number ❑ City []Village ® Town Barest Road
River Falls 1 4022 715-425-2700 Troy S. Ilwaco
n flow rate
Use: ® Residential/Number of bedrooms 4 Code derived design 600 GPD
,� New Construction 9
Replacement ❑ Public or commercial-Describe:
Parent material loess over limestone Flood plain elevation, if applicable NA ft.
General comments see page 7 for possibilities
and recommendations:
❑Boring#
[]Boring J
®Pit Ground surface Bleu. 836.3 ft. Depth to limiting factor 56 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munseil Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2
1 0-5 7.5YR 3/1 - sl 1 m gr mvfr gs im .4 .7
2 5-56 7.5YR 3/4 - Ifs.~ 1 m sbk mvfr cs 1m/c .5 1.0
3 56-66 5YR 3/4 c2d 10YR 6/3 fsl 0 m dvh - - .2 .5
i
Boring# L--];Boring /
Z Pit Ground surface elev. 830.4 ft. Depth to limiting factor 30 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 0-6 7.5YR 3/1 - sl 1 m gr mvfr gs lm .4 .7
2 6-30 7.5YR 4/4 - Ifs 1 f-m sbk ds cs lm .5 1.0
3 30-50 7.5YR 3/4 f2d 10YR 6/3 fsl 0 m dh cw 1M .2 .5
4 50+ LSBR
" I
*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) Sign to e: CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E.4366 353rd Ave. Menomonie,WI 54751 10/27/2006 715-233-0398
SBD-8330(R.07/00)
r ..
Property Owner Rolle, Robert Parcel ID#_Pe_ n ."folts Page 2 of 9
❑3 ❑Boring /
Boring# ®Pit Ground surface elev. 829.1 ft. Depth to limiting factor 43 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Stw, `Eff#f •Eff#2
1 0-6 7.5YR 3/2 - sl 1 m gr mvfr gs 1M .4 .7
2 6-33 7.5YR 4/4 - Ifs 1 m sbk mvfr cs 1M/c .5 1.0
3 33-43 7.5YR 4/4 - Ifs 1 m sbk ds cw lm .5 1.0
4 43+ LSB
I
4 Boring
Boring# X Pit Ground surface elev._ 840.1 ft. Depth to limiting factor 56 in. ISoil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. •Eff#1 I •Eff#2
1 0-4 7.5YR 2.5/1 - sl 1 m gr mvfr gs 1m .4 .7
2 4-25 7.5YR 3/4 - Ifs 1 m sbk mvfr gs 1m .5 1.0
3 25-56 7.5YR 4/4 - Ifs 1 m sbk mvfr cs 1M .5 1.0
4 56-60 5YR 3/4 f1p 5YR 4/6 fsl 0 m dvh - - .2 .5
� I
i
5 - Boring
Boring# Pit Ground surfs 840.8 ft. Depth to limiting factor
surface elev. 9 17 In. ISoil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-4 7.5YR 3/1 - sil 1 f-m gr mvfr gs lm .4 6
2 4-17 7.5YR 3/3 - sil 1 m sbk mvfr cs 1m .4 .6
3 17+
atypically shallow soils for this area of 7 pits
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) Certified Soil Testing,LLC
Property Owner Rolle, Robert Parcel ID# pending CSM lots Page 3 of--9
T Z r]Boring I--,Boring# Pit Ground surface elev. 839.7 ft. Depth to limiting factor 42 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. `Eff#1 'Eff#2
1 0-5 7.5YR 3/1 - sil 1 m gr mvfr gs lm .4 .6
2 5-22 7.5YR 3/4 - Ifs 1 m sbk mvfr gs lm/c ! .5 1.0
3 22-34 7.5YR 4/4 - Ifs 1 m sbk mvfr cs 1M/c 5 1.0
4 34-42 7.5YR 3/3,3/4 - Sid 0 m dvh cs lm 0 0
5 42+ LSBR
j
❑
Boring# Boring
Ground surface elev. 840.2 ft. Depth to limiting factor > 50 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz.Cont.Cola Gr.Sz.Sh. -Eff#1 I -Eff#2
1 0-4 7.5YR 3/1 - sil 1 m gr mvfr 79S im 4 6
2 4-18 7.5YR 4/3 - Ifs 1 m sbk mvfr gs i lm .5 1.0
3 18-45 7.5YR 4/4 - Ifs 1 m sbk ds cs lm .5 T 1.0
4 j 45-50 5YR 3/4 - Sid 0 m dvh - 0 0
Boring
❑ Boring# Pit Ground surface elev. 813.6 ft. Depth to limiting factor 26 "in.
Soil Application Rat
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 0-4 7.5YR 2.5/2 - sil 2 f sbk mvfr gs lm .6 8
2 4-26 7.5YR 3/4 sil 1 m sbk mvfr cs 1m .4 .6
--3 I 26+
I
H1&H2 slightly gritty w/s
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) Certified Soil Testing,LLC
Property Owner Rolle, Robert Parcel ID# pending CSM lots Page 4 of 9
Boring
❑ Boring# �I pit Ground surface elev. 816.0 ft. Depth to limiting factor 28 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. 'Eff#1 -Eff#2
1 0-8 7.5YR 2.5/2 - sil 2 f-m sbk mvfr cs lm .6 .8
2 8-28 7.5YR 3/4 - sl 1 m sbk mvfr cs im .4 .7
3 ' 28+ LSBR
Boring
Boring Boring# Pit Ground surface elev. 810.5 ft. Depth to limiting factor 18 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.1 Gr.Sz.Sh. `Eff#i 'Eff#2
1 0-6 7.5YR 2.5/2 - sl 1 f sbk mvfr cs 1 m 4 7
2 6-18 7.5YR 3/4 - sl 1 m sbk mvfr cs 1m/c 4 T 7
3 18+ LSBR
I
-----
i
I
Fill - Boring
Boring# X Pit Ground surface elev. 807.0 ft. Depth to limiting factor 18 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-4 7.5YR 2.5/2 - sil 2 f sbk mvfr cs lm/c 6 8
2 4-18 7.5YR 3/4 - sil 1 f-m sbk mvfr cs 1m .4 .6
3 18+�-- LSBR — --
H2 has occasional LS frag; LSBR by> 50% LS
Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 m /L
- s - - mg
/L
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) Certified Soil Testing,LLC
Property Owner Rolle, Robert Parcel ID# pending CSM lots Page 5 of 9
[T2Z �Boring
Boring# X Pit Ground surface elev. 814.4 ft. Depth to limiting factor 25 in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr. Sz.Sh. 'Eff#1 'Eff#2
1 0-4 7.5YR 3/1 - sl 1 m gr mvfr cs 1m 1 .4 .7
2 4-25 7.5YR 3/4 - sl 1 m sbk mvfr cs 1M .4 .7
3 25+ LSBR
li
occasional LS frag below 20";
1Boring# pit Ground surface elev. —780 ft. Depth to limiting factor 10 in.
Soil Application Rat
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 0-5 7.5YR 2.5/1 - sil 1 m gr mvfr cs 1m .4 .6
2 5-10 7.5YR 3/4 - sil 1 m sbk mvfr cs lm .4 .6
3
10+ LSBR
Detailed elevations @ survey not done for B-13 to B-16; likely proximity to residence&up-slope options suggest that a detailed survey in this area
wait until a potential residence is staked;elevations estimated from general contours
F 14 ___ Boring
Boring# Pit Ground surface elev. —786 ft. Depth to limiting factor 8 in.
X Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont. Cola Gr.Sz.Sh. 'Eff#1 I •Eff#2
1 0-8 7.5YR 2.5/1 - sil 1 m gr mvfr cs lm 4 .6
2 8+ LSBR
I
i
I
occasional LS frag below 6"
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) Certified Soil Testing,LLC
Property Owner Rolle, Robert Parcel ID#pending CSM lots Page 6 of 9
ITS Boring
Boring# 'Pit Ground surface elev. —783 ft. Depth to limiting factor 10 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-5 7.5YR 2.5/1 - sil 1 m gr mvfr Cs 1M .4 .6
2 5-10 7.5YR 3/4 - sil 1 m sbk mvfr Cs lm .4 .6
3 10+ LSBR —
I
LSBR by> 50%LS -
F i Boring
Boring# ,Pit Ground surface elev._ —785 ft. Depth to limiting factor 10 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I •Eff#2
1 0-5 7.5YR 2.5/1 - sil 1 m gr mvfr Cs 1m 1 .4 .6
---------------
2 5-10 7.5YR 3/4 - sil 1 m sbk mvfr Cs 1m 1 .4 .6
3 10+ LSBR ---
II
• I
LSBR by> 50%LS
*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.
S13D-8330(R.07/00) Certified Soil Testing,LLC
CERTIFIED SOIL TESTING, LLC
Henry F. Grote November 22, 2006
CSTM, Licensed Designer
E. 4366 353rd Ave., Menomonie, WI 54751
(715)233-0398 FAX: (715)233-0398 E-mail: groteh(auwstout.edu
Proposed Rolle CSM Lots 1 & 2—On-site Septic Options
It should be noted that when the soil profiles were observed, lot 1 was potentially relatively narrow in the
area of B-1 through B-7 which were mostly on lot 2. Lot lines should be considered as tentative at this
point. Four bedroom residences will be assumed although actual building sizes and detailed shapes are
only assumed and tentative. Highly treated effluent should be used to protect the environment and best
fit effective systems into the somewhat limited areas available.
Lot 1 has the option of installing a relatively narrow mound down-slope of and relatively close to the
proposed residence. The soils here are relatively shallow above limestone with limits observed at 8-10
inches. Highly treated effluent (aerobic treatment recommended) would require a 2' x 150' rock cell
mound on a nominal contour such as 784 as the upslope edge of the rock with 16 inches of sand fill and
0.6 gallons per day per square foot of basal loading. A detailed survey following house staking plus
some additional soils work are required to pursue this option. It is possible that a 4' x 75' rock cell
system could be located to one side of the residence and not be directly west of the home.
Lot 2 has two options as the lot lines are currently configured. An area is available to the north of the
residence where a 6' x 50' rock cell mound could'be installed on 816.0 contour as the upslope edge of
the rock with 0.5 foot of sand fill. Basal loading should not exceed 0.6 gallons per day per square foot.
Design for this option is dependent on final house location and staking as minimum system end and lot-
line setbacks are required. A similar lot 2 mound could be located on the 838.3 contour based on all the
soil pits except B-5 which shows unusually shallow soils above the limestone bedrock. Including B-5
only adds another inch to the required sand fill. The same dimensions discussed above would work with
the current lot line configuration, and again basal loading should not exceed 0.6 gallons per day per
square foot.
The area represented by pits B-1 through B-4 and B-7 indicates potential for drip dispersal using highly
treated effluent. Such a system would have an advantage in that many trees could be retained in the drip
dispersal area. Depending on final drive and lot line locations some additional soil profiles would likely
have to be constructed to increase available area, map trees to be retained, and obtain approval. This
option would be available for either lot 1 or lot 2. Soil loading rates for this option should be on the
order of 0.2 gallons per day per square foot indicating a total effective area for a four bedroom residence
of about 3000 square feet. This area is indicated if weak silt loam soils are observed. The current pits
describe loamy fine sand textures which could accommodate loading rates as high as 0.6 gallons per day
per square foot suggesting a minimum of 1000 required effective square feet. A conservative average
could be a two zone system with 2000 square feet effective for loamy fine sand soils.
Finally the possibility exists for a lot 1 mound system of nominal 10' x 30' rock cell dimensions to be
located north of the proposed drive with the upper edge of the rock on the 838.3 contour. Highly treated
effluent suggests only 0.5' of sand fill per the discussion above for the lot 2 mound on the 838.3 contour.
Basal loading rates of 0.6 require a minimum area of 33.3 feet downslope of the upper rock cell edge.
Page 7 of 9
Wisconsin Certified Soil Tester Licensed Designer of Engineering Systems
CSTM 222774 WI D 1699-007
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ORIGINAL
%isimnsin SOIL EVALUATION REPORT #2512
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Buildings Certified Soil Testing, LLC
County
Attach complete site plan on paper not less than 8'/2 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.
pendi g C lots
PleaFay print all info r Review By Date
Personal information you provide be ftmav oses( rivacy Law,s.15.04(1)(m)).
Property Owner mm—m-w7 roperty Location
Rolle, Robert mnv 9. 7 7006 Govt. Lot 5 1/4, 1 4, S35,T28N, R20W
Property Owner's Mailing Addr ss Lot# Block# Subd.Na or
218 S. Ilwaco Road ROIX COUNTY 3 Propose CSM
City btate Zip Code Phone Numb r city
El Village ® Town Nearest Road
River Falls WI 1 54022 1 715-425-2700 Troy I S. Ilwaco
New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial-Describe:
Parent material loess over limestone Flood plain elevation, if applicable NA ft.
General comments install 4'x 78'rock cell mound on 841.6 contour as upslope edge of rock w/0.5'sand fill @ 0.6 gpd/sq ft
and recommendations: basal loading using-highly treated effluent
Boring
I
/
❑Boring# J
Z Pit Ground surface elev. 839.0 ft. Depth to limiting factor > 60 in. Soil Application Rate
i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell, Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Etf#2
1 0-4 7.5YR 3/2 - sl 2 f gr mvfr gs lm .6 1.0
2 4-30 7.5YR 4/4 - Ifs_. 1 m-c sbk mvfr gs 1 m/c .5 1.0
3 30-37 7.5YR 4/4 - fsl 1 m-c sbk ds cw lm .2 .6
4 37-52 7.5YR 3/4 - fsl 0 m mfi cw 1M .2 .5
5 52-60 7.5YR 4/4 - Ifs 0 sg dl - - .5 1.0
irregular Ifs inclusions on West pit wall @ 41-48"
.� Boring#
Boring
Pit Ground surface elev. 838.3 ft. Depth to limiting factor 44 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsell Qu.Sz..Cont.Color Gr.Sz.Sh, *Eff#1 *Eff#2
1 0-3 7.5YR 3/2 - sl 1 f gr mvfr gs 1m .4 .7
2 3-33 7.5YR 4/4 - Ifs 1 m sbk mvfr gw 1M .5 1.0
3 33-44 7.5YR 4/4 - fsl 1 m sbk mvfr gs 1M .2 .6
4 44-64 7.5YR 3/4 f1f 7.5YR 5/8 fsl 0 m mfr - 1m .2 5
some Ifs inclusions below 44"
*Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L *Efflu nt#2=BODS <30 mg/L and TSS<30 mg/L
I V—CST Name(Please Print) ig ture: CST Number
Henry F. Grote 4f 222774
Address Certified Soil Testing,LLC Date Evaluation Conducted Telephone Number
E.4366 353rd Ave.Menomonie,WI 54751 10/27/2006 715-233-0398
SBD-8330(R 07/00)
i
II
i
Property Robert p y Owner Rolle, Rb Parcel ID# Pending CS0ets" Page 2 of 3 _
Boring
Fi—] Boring# X Pit Ground surface elev. 840.3 ft. Depth to limiting factor 21 in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture`` Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 I •Eff#2
1 0-6 7.5YR 3/2 - sil 2f sbk mvfr gw lm/c 6 8
2 6-21 10YR 4/4 - sil 1 m sbk ds cs lm ; .4 .6
3 21-40 7.5YR 4/4 c2d 7.5YR 5/3 sil 0 m '" dh - lm 0
.2
i
H2 is slightly gritty w/s --
4 Boring
Boring# X Pit Ground surface elev. 840.0 ft. Depth to limiting factor 23 in. —'
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz.Cont.Cola Gr.Sz.Sh. `Eff#1 I •Eff#2
1 0-6 7.5YR 3/2 - sl 2 f sbk mvfr gs 1M/c .6 1.0
2 6-23 7.5YR 4/4 - sil 1 m sbk mvfr cw 1M 4 6
3 23-32 5YR 3/3 f2f 7.5YR 5/3 sil 1 c sbk mfr cw 1m .4 .6
4 ! 32-42 7.5YR 4/4 - Ifs 1 m sbk ds cs lm .5 1.0
—-- ---
5 42-52 5YR 3/4 - fsl 0 m dh - - 2 5
H2&H3 are slightly gritty w/s —
Boring
Pit 14 ❑ Boring# Pit Ground surface elev. 843.3 ft. Depth to limiting factor 36 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Cola Gr.Sz.Sh. `Eff#i Eff#2
1 0-4 7.5YR 3/2 - sl 1 m gr mvfr gs lm 4 7
2 4-36 7.5YR 3/4 - Ifs 1 m sbk mvfr gs lm/c .5 1.0
3 36-45 5YR 3/4 f2d 7.5YR 6/3 fsl 1 m-c sbk mfr cs 1m .2 .6
4 45-65 7.5YR 4/4 - Ifs 1 m sbk mvfr - .5 1.0
H4 has stratified 5YR 3/3,3/4 fsl bands @ 49-50, 55-60, &62-64"
�I
'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.
SBD-8330(R.07/00) Certified Soil Testing,LLC
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-1168-10-000 04/10/2008 01:50 PM
Parcel #: 040-1168-10-000 PAGE 1 OF 1
Alt. Parcel#: 35.28.20.640 040-TOWN OF TROY
Current X
ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner
0- ROLLE, ROBERT P&SUSAN E
ROBERT P&SUSAN E ROLLE
218 S ILWACO RD
RIVER FALLS WI 54022
Districts: SC=School SP=Special Property Address(es): '=Primary
Type Dist# Description *218 S ILWACO RD
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 28.200 Plat: N/A-NOT AVAILABLE
SEC 35 T28N R20W 28.2 AC PT G L 5 AS IN Block/Condo Bldg:
VOL 245P 361
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
35-28N-20W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 841/501
10/09/1989 452224 853/267 TD
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/21/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.200 404,800 464,600 869,400 NO
MFL BEFORE'05 CLOSED W8 24.000 126,000 0 126,000 NO
Totals for 2008:
General Property 4.200 404,800 464,600 869,400
Woodland 24.000 126,000 126,000
Totals for 2007:
General Property 4.200 404,800 464,600 869,400
Woodland 24.000 126,000 126,000
Lottery Credit: Claim Count: 1 Certification Date: Batch#: 131
Specials:
User Special Code Category Amount
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