HomeMy WebLinkAbout042-1020-90-000 (2) Parcel #: 042-1020-90-000 07/27/2007 11:53 AM
PAGE 1 OF 1
Alt. Parcel#: 08.29.18.118 042-TOWN OF WARREN
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
FRANCIS LAND LLC O-FRANCIS LAND LLC
332 MINNESOTA ST E 1404
ST PAUL MN 55101
Districts: SC= School SP=Special Property Address(es): "=Primary
Type Dist# Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 20.015 Plat: N/A-NOT AVAILABLE
SEC 8 T29N R18W NW NW EXC PT TO CSM Block/Condo Bldg:
10/2802& EXC PT TO CSM 13/3744& EXC PT
TO CSM 13/3745 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
08-29N-18W NW NW
Notes: 7"V < n� Parcel History:
Date Doc# Vol/Page Type
/'S (J 1/ `✓ U 1i�J �) 2 07/23/1997 666348 1058/344 WD
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/19/2001
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 20.015 93,500 0 93,500 NO
Totals for 2007:
General Property 20.015 93,500 0 93,500
Woodland 0.000 0 0
Totals for 2006:
General Property 20.015 93,500 0 93,500
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
r V
1468
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service,Inc.
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
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
P riding
Please LnfQrmation. Date
Review y
Personal infounafion you provid may i �yd !Pt (Hi�j Law,s.115.04(1)(m)). 3 Z_A 7
Property Owner Property Location
Francis Lands, LLC °` „ Govt.Lot na NW 1M NW 1/4 8 T 29 NR 18 W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
E. 1404 First National Bank Buildiing na CSM Pending
City State Zip Code Phone Number J City I Village yJ Town Nearest Road
Saint Paul MN 1 55101 1 651-222-5555 Warren 1 110Th Ave
01 New Construction Use: 01 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
j Replacement J Public or commercial-Describe:na
Parent material outwash plains,stream terraces and areas of pitted Flood plain elevation,if applicable na
General comments
and recommendations: Conventional system,system elevation 98.05ft.Trenches spaced and depth to code 3.00ft below grade.
Boring# ij Boring
f/' Pit Ground Surface elev. 101.05 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-13 10yr3/2 none sl 2msbk dfr cs 1f .6 .8
2 13-96 7.5yhr4/6 none ms osg ml na na .7 1.6
65
/t
to
Boring# Boring
01 Pit Ground Surface elev. 101.05 ft. Depth to limiting factor 96 in. Sot Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none I 2msbk dfr cs 1f .6 .8
2 12-30 7.5yhr4/4 none cos osg mvfr na na .7 1.6
3 30496 7.5yr4/6 none ms osg ml na na .7 1.6
1
s
,r
*Effluent#1=BOD?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) ignature: �` CST Number
David I Steel 248956
Address Steel's Soil Service,In . Date Evaluation Conducted Telephone Number
994 200th St.,Baldwin,WI 54002 7/30/2004 715-684-5680
Property Owner Francis Lands, LLC Parcel ID# Pending Page 2 of 3
F 3] Boring# _j Boring
Pit Ground Surface elev. 98.25 �• Depth to limiting factor 96 in. Soil Application Rate
SM Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 FD •Eff#2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
1 0-31 10yr3/1 none sl 2msbk dfr gw 1 f .6 1.0
2 31-96 7.5yhr4/6 none Is osg mvfr na na .7 1.6
5
�b
F-1 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 *Eff#1 P *Eff#2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
F-1 Boring# Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh.
*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
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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 20&St.
CST-POWTSM Francis Lands, LLC Baldwin,Wl 54002
Lic.#248956 NWl/4,NW1/4,S8,T29N,R18W Bus.(715)684-5680
Town of Warren,St.Croix Co. Fax.(715)684-3449
CSM,Lots 11
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
I"=405
♦=Benchmark Ele. I00.00Ft
Top of 3/4"Steel pipe
•=Alt Benchmark Ele.99.60Ft
Top of 3/4"Steel pipe
❑=Borings
Boring Elevations
B 1 =101.05Ft
B2=101.05Ft
B3=98.25Ft
B4=OO.00Ft
t
u
i oo
A' 3%
0��• �/ Jf
DOUGLAS J. ZAHLER FRANCIS LANDS, LLC
S & N LAND SURVEYING, INC. E. 1404 FIRST NATIONAL BANK BUILDING
2920 ENLOE STREET 332 MINNESOTA STREET
HUDSON, WI 54016 ST. PAUL, MN 55101
S89'13'00"E 2590.63'
NORTH LINE OF i iOTH_AVE_N_UE
NW COR. CENTER LINE THE NW1/4 ---- 66.00'_N1/4 COR.
SEC. 8 a SEC. 8
S89'1 3'00"E
+229.31' — — �`"
A Z 1295.3Z
DRAINAGE E —� —�oo °o� L1g;
�%+ 3W r n I EASEMENT I LOT 5 W N� �,iO I LINE TABLE I I C.S.M. IN
I I DIRECTION 101ST. I VOL. 13 " rn
N ICI
El N00'15'22"E 1135.14' 1 PG. 3744
E2 S7751'03"W 11 Z 32
p 1 E3 N69 4622"W 1100.30' 1 V�`
E4 N305921"W 1159.17' 1 `56��1�? iC►�
E5 S62 59'48"E 153.94' 1 Nr01 0�0
101 E6 S3850'23 1E 1148.97' 1 5 C�
(�� I E7 S87'12'35"E 127.40' I Qv�`►, i W
i 1 E8 S17'.30'34"E
59..79
E9 S0075'22"W 7155 I I ,y � 5�p00�32'l
• z
rn
Ip I c I O10 PG. 2808� � c
-06 4
10-31 O°I LOT 3 (S89-22'27"E)I LOT 4 c
p- S89"39'37"E 473.10 1 / cn Q'm
�tJ m
LOT 4 12- m
J �a
p o
2163 ACRES Div = S 4.
W 94.215 SQ. FT. ,b" a. W
i s V IZ
m S78.12'44 N w LOT t* IIt
r w _3.5.79 N N `7
I' 1 Q p v N_ N 3:007 ACRES I�'
I I�l .01 LOT)/ "'°: 130.971 SO. FT. y
1 r„+ICT V o 2424 ACRES/ i � -' �� , " 1�3
S89'44 38 E 338.41
Z_ 105,588 SQ. FT. � - 7 :80- RADIUS TEMPORARY (�
t
co n �+ ��- • CUL-DE-SAC I d
v &/ ASEMENT. TO BE
% -&� EXTINGUISHED UPON It-'
c°- ROAD EXTENSION
r�p 1 Z �g LOT /a o Id
I
It 1 cn. 2.005 ACRES IUD
I� m s1 `98 , ♦-�i . 1;', 87,354 SO. FT.
y� S m 33 33 • .
: DRAINAGE
EASEMENT
Cl
,
N 8 N89'44'38"W 84.271'-- N89'44'38"W 347.74'
rn m UNPLATTED LANDS �---N73'S0'36"W 68.63'
-lm� - - -- - -
Z LINE TABLE LEGEND
^' DIRECTION DIST. m FOUND 1" DIAMETER BERNTSEN
L1 S89*39'37"E 66.00 °' STEEL SURVEY MARKER
m L3 SOO'15'22"W 23.55' • FOUND 1" OUTSIDE DIAMETER IRON PIPE
L4 So0'15'22"W 90.04' SET 1" OUTSIDE DIAMETER BY
r��' L5 S00'15'22"W 23.04' O 18" LONG IRON PIPE. WEIGHING
L6 SOO'15'22"W 89.95' 1.13 LBS. PER LINEAR FOOT
m m
L7 S79'17'44"E 33.00' ROADWAY SETBACK LINE
SCALE IN FEET 1" = 150'
................. (100' FROM RIGHT-OF-WAY)
( RECORDED BEARING AND/OR DISTANCE
1469
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service,Inc.
Attach complete site plan on paper not less than 8%x 11 inches in size. ounty e. Plan must St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D.
Please print qUieformation. Pen ing
Review By Date
Personal information you provide may purpos1%(Pdv-y Law,s.%A4(1)(m)). 3 Z G A 7
Property Owner Property Location
Francis Lands, LLC Govt.Lot na NW 1/4 NW 1 S 8 T 29 N R 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
E. 1404 First National Bank Building /6 na CSM Pending
City State Zip Oode Phone Number LJ City I Village vj Town Nearest Road
Saint Paul MN 1 55101, _ 651-272-5555 Warren I 110Th Ave
16 New Construction Use: 0 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
_;,f Replacement I Public or commercial-Describe:
Parent material outwash plains,stream terraces and areas of pitted Flood plain elevation,if applicable na
General comments
and recommendations: Conventional system,system elevation 105.908.Trenches spaced and depth to code 3.00ft below grade.
Boring# I Boring
01 Pit Ground Surface elev. 108.90 ft. Depth to limiting factor 96 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 0-13 10yr3/1 none sil 2msbk dfr cs 2f .6 .8
2 13-32 7.5yr4/4 none cos osg mvfr cs 1 f .7 1.6
3 32-96 7.5yr4/6 none cos osg ml na na .7 1.6
Boring# I Boring
tl.6 Pit Ground Surface elev. 108.90 ft. Depth to limiting factor 96 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 0-19 10yr3/1 none sit 2msbk dfr cs 1f .6 .8
2 19-48 7.5yr4/4 none cos osg mvfr cs 1f .7 1.6
3 48-96 7.5yr4/6 none cos osg ml na na .7 1.6
b�
3
*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) Signaty CST Number
David J.Steel 248956
Address Steel's Soil Service,Inc. Date Evaluation Conducted Telephone Number
994 200th St.,Baldwin,WI 54002 7/30/2004 715-684-5680
Property owner Francis Lands,LLC Parcel ID# Pending Page 2 of 3
3] Boring# Boring
f/° Pit Ground Surface elev. 103.8 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-18 10yr3/1 none sl 2msbk dfr cs 1f .6 1.0
2 18-39 7.5yr4/4 none cos osg mvfr gw 2f .7 1.6
3 39-96 7.5yr4/6 none cos osg ml na na .7 1.6
Do 0
u
3
Boring# Boring
ft. Depth to limiting factor in. it Application Rate
i Ground Surface elev. Sa
:J
Pit ApPI
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
F-1 Boring# I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200 St.
CST-POWTSM Francis Lands, LLC Baldwin, Wl 54002
Lie.#248956 NW1/4,NW1/4,S8,T29N,R18W Bus.(715)684-5680
Town of warren,St.Croix co. Fax.(715)684-3449
CSM,Lot Yla
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
1"=40'
♦ =Benchmark Ele. 100.00Ft
Top of 3/4"Steel pipe
•=Alt Benchmark Ele.99.60Ft
Top of 3/4"Steel pipe
❑=Borings
Boring Elevations
BI =108.90Ft
B2= 108.90Ft
B3= 103.80Ft
B4=OO.00Ft
jog`1 A;
(3 1
S
�3
7- e� D
o.
DOUGLAS J. ZAHLER FRANCIS LANDS, LLC
S & N LAND SURVEYING, INC. E. 1404 FIRST NATIONAL BANK BUILDING
2920 ENLOE STREET 332 MINNESOTA STREET
HUDSON, WI 54016 ST. PAUL, MN 55101
S89'13'00"E 2590.63'
NORTH LINE OF 110TH AVENUE
NW COR. CENTER LINE THE NW1/4 --------"
SEC. 8 . N1/4 COR.
66.00— SEC. 8
°f S8913'00"E
+229.31 -�z E 1296.3Z Fw
DRAINAGE �-o 8. L1
n I EASEMENT I LOT 5
Ir"4 I cn I LINE TABLE I I VOC_.S.M_C.S.M. IN
_ ns fV
i0I # DIREC7ION IDIST. j L_13 m
�tV ICI El N007522 E 1135.14' I PG. 3,744
E2 S7751'03"W 112.32 _ —
I O I E3 N69 4622"W 1100.30' 1 °�l
I r I E4 N3059'21"W 1159.17' 1 61'Za;X�2"E�'
E5 S62-594,80E 15J.94'
-—I CD I E6 S3850'3 E 1148.97'
r� I E7 S877235"E 12240'
I E8 S1 7'30'34"E 59.79' Op1,,�,y"W
(• E9 S007522"W 171.55' V ,' z
O I c j C.S.M_VOL.I10, PG. 2808 E ,% 6 �, N
1 O°I LOT 3 (S89'22'27"E)I LOT 41 j G O o
z
�c
S89'39'37 7E 473.16'––- N m
• N z�
rn
--pZz LOT /� rn
°o, O �. 2.163 ACRES
� 94,215 SO. FT.
N W
W
rn ° ° V I�
m S79y2,44" w o IZ
I I r0 CA E 935.79, LOTS
�a N
LOT 11 ,.�, -j`a 130 971 SQ AFT V
I r V o 2.424 ACES i c, �� S89'44'38"E 338.41' I
105.588 SQ. FT :80' RADIUS TEMPORARY I�
03 �� t♦' CUL-DE-SAC I d
1 EASEMENT, TO BE r
: EXTINGUISHED UPON I
' ROAD EXTENSION
r,.d LOT j Id
O co
10 I 0-] I ° tis 99 ° �o 2.005 ACRES
�l�;8s, -� �;o. 87.354 SO. FT.
33 33' =
IJ i a i A8* m ¢ DRAINAGE
I� � Eq� �Y C�`� � EASEMENT
� N89'44'38"W 84.27=-- �� N89'4438"W 347.74'
8 rn m UNPLATTED LANDS -\'N73'50'36"W 68.63'
Z LINE TABLE LEGEND
DIRECTION DIST, FOUND 1" DIAMETER BERNTSEN
Q L1 S8939'37"E 65.00' STEEL SURVEY MARKER
aNOQi�j
° L3 S00'15'22"W 23.55' • FOUND 1" OUTSIDE DIAMETER IRON PIPE
w
1 -+ L4 S00'15'22"W 90.04'
° L5 S00'15'22"W 23.04' SET 1" OUTSIDE DIAMETER BY
g LB SOO'15'22"W 89.95' O 18 LONG IRON PIPE, WEIGHING
ri 2 m L7 S79"17'44"E 33.00' 1.13 LBS. PER LINEAR FOOT
•••••,,,,•••• ROADWAY SETBACK LINE
SCALE IN FEET 1 = 150 (100 FROM RIGHT-OF-WAY)
RECORDED BEARING AND/OR DISTANCE
1470
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service,Inc.
Attach complete site an on County
pl plan paper not less than 8'/: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 ordimemsions,north arrow,and location and distance to nearest road. Parcel I.D.
Pending
Please print all information. Reviewed Date
Personal information you provi for secondary purposes(Privacy Law,s.15.04(1)(m)).
I , �N — V==I� 1 -7 Z(0/07
Property Owner - Property Location
Francis Lands, LLC Govt.Lot na NW 1/4 NW 1!4 J 8 T 29 N R 18 W
Property Owner's Mailing Addre Lot# Block# Subd.Name or CSM#
E. 1404 First National Bank Buillding ' ( ;(/ na CSM Pending
City State Zip Code Phone Number City I Village 16 Town Nearest Road
Saint Paul MN 1 55101 1 651-222-5555 Warren 110Th Ave
td New Construction Use: JM Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement I Public or commercial-Describe:na
Parent material outwash plains,stream terraces and areas of pitted Flood plain elevation,if applicable na
General comments
and recommendations: Conventional system, system elevation 95.80ft.Trenches spaced and depth to code 3.00ft below grade.
Boring# I Boring
1I Pit Ground Surface elev. 98.80 ft. Depth to limiting factor 96 in. Sod 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
1 0-12 10yr3/2 none sl 2msbk dfr cs 1 c .6 1.0
2 12-43 7.5yr4/6 none cos/Is osg mvfr gw na .7 1.6
3 43-96 7.5yr4/6 none ms osg ml na na .7 1.6
G i
Boring# I Boring
No! Pit Ground Surface elev. 98.80 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2msbk dfr cs 1c .6 1.0
2 8-96 7.5yr4/6 none cos osg ml na na .7 1.6
�D
L +l
*Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
CST Name(Please Print) ' CST Number
248956
David J.Steel
Address Steel's Soil Service,Inc. Date Evaluation Conducted Telephone Number
994 200th St.,Baldwin,WI 54002 7/31/2004 715-6845680
` Property Owner Francis Lands,LLC Parcel ID# Pending Page 2 of 3
3] Boring# Boring 61 Pit Ground Surface elev. 92.40 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-17 10yr3/2 none sl 2msbk dfr Cs 1 C .6 1.0
2 17-31 10yr414 none sl 2msbk dfr Cs na .6 1.0
3 31-96 7.5yr4/6 none ms osg ml na na .7 1.6
� rl
F-1 Boring# I 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
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
I
F-1 Boring# -I 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
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.
Page 3 of 3
STEEL"S SOIL SERVICE INC.
David J. Steel 994 2000 St.
CST-POWTSM Francis Lands, LLC Baldwin, WI 54002
Lic. #248956 NWl/4,NW1/4,S8,T29N,R18W Bus.(715)684-5680
Town of warren,St.Croix Co. Fax.(715)684-3449
CSM,Lot V 11
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
1"=40'
♦ =Benchmark Ele. I00.00Ft
Top of 3/4"Steel pipe
•=Alt Benchmark Ele. 100.5017t
Top of 3/4"Steel pipe
❑=Borings
Boring Elevations
B 1=98.8017t
B2=98.8017t
B3=92.40Ft
B4=00.00Ft
a3� ?3
s� �4
3o;4-
el 21,
Hb
Y� 93-
DOUGLAS J. ZAHLER FRANCIS LANDS, LLC
S do N LAND SURVEYING, INC. E. 1404 FIRST NATIONAL BANK BUILDING
2920 ENLOE STREET 332 MINNESOTA STREET
HUDSON, WI 54016 ST. PAUL. MN 55101
S89'1 3'00"E 2590.63'
NORTH LINE OF 110TH AVENUE
NW COR. CENTER LINE THE NW1/4 ------
66.00'—N7/4 COR.
w
SEC. 8 SEC. 8
— S89'13'0 0"E
1229.31' Z
^ 1296,32'
DRAINAGE I LOT_ —�°o o� �L1
5 N �w
LINE TABLE TABLE C.S.M_IN N
# DIREC77ON 1DIST 1 VOL_13 m
El N00'15 22"E 1135.14' 1 PG, 3744 i
(p 1 E2 S7751'03"W 1112.32 ( - — — — - �,
I r E3 N69 46'22'W 100.30' Za q2O i V
E4 N305921"W 1159.17'
E5 S62 5948"E 153.94' 1 Qsrp'!�0
101 E6 S38 50'23"E 1148.97'
rro 1 E7 S87'12'35'E 127.40' vfa�, i o
1 E8 S17'30'34"E 159.79' 1 ,y Q cp,�,��"'�
i r I N I E9 S0075'22'W 171.55' 1 G ,� �¢,
C.S.M_VOL. 10 PG 2808 CA
LOT 3 (S89'22'27"E)l LOT 41 j G g m
S89 39 37.E 473.16'— cn
N Z�
/Z' m
..z 0 LOT �
_p°O •VP 2.163 ACRES HIV o o
94,215 SQ. FT. W
(A cyl n �
I
I m01 S79-1.2# �+ o % 1�
I Ir0 CA `E 4as.79, N LOT �' IC%'
►�_ 3.007 ACRES i
1 1y °'• LOT 11 �ti `��°°• 130.971 SO. FT.
co
!01 O� V 2.424 A ES " 0, S89'44'38"E 338.41' I
105,588 SQ. FT. : `O. 7 1 :80' RADIUS TEMPORARY I�
on ^ �+ �- CUL-DE-SAC d
v
&41' '-EASEMENT, TO BE 1
% EXTINGUISHED UPON I r
1 _ °� ROAD EXTENSION
� N (
I p I Z v g I-" g� LOTt/D I
' w.°i 2.005 ACRES ° 1�
5�m S�y�BS- �N 33'33' I-k 87.354 SO. FT.
Iv i z *� m 3E . DRAINAGE
"F
m Z Cl EASEMENT
(� N89'4438"W 84.27-- N89'44'38"W 347.74'
rn
r^m UNPLATTED LANDS 'N73'S0 36"W 68.63'
o � - - - - - -- - -
w i M LINE TABLE LEGEND
DIREC11ON DIST, ® FOUND 1" DIAMETER BERNTSEN
L1 S89'39'37"E 66.00' STEEL SURVEY MARKER
L3 S00`15'22"W 23.55' • FOUND 1" OUTSIDE DIAMETER IRON PIPE
L4 S00'15'22"W 90.04' SET 1" OUTSIDE DIAMETER BY
CA ° L5 S00'152YW 23.04 O 18" LONG IRON PIPE. WEIGHING
rn L SO'15'22"W 8 .
r��m 6 O 995 1.13 LBS. PER LINEAR FOOT
L7 S79'17'44"E 33.00' ROADWAY SETBACK LINE
SCALE IN FEET 1" = 150' ................. (100' FROM RIGHT-OF-WAY)
( ) RECORDED BEARING AND/OR DISTANCE
4
1471
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service,Inc.
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
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
Ve
ndin
Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Z Z
Property Owner Property Location C/
Francis Lands, LLC Govt.Lot na NW 1/4 NW 1 S 8 T 29 N R 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
E. 1404 First National Bank Building �(J/ na CSM Pending
City State 4p Code Phone Number City Village a Town Nearest Road
Saint Paul MN 1 55101 651-222-5555 Warren 110Th Ave
New Construction Use: 16 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement I Public or commercial-Describe-na
Parent material outwash plains, stream terraces and areas of pitted Flood plain elevation,if applicable na
General comments
and recommendations: Conventional system,system elevation 96.50ft.Trenches spaced and depth to code 6.00ft below grade.
'I Boring# j Boring '
!m Pit Ground Surface elev. 102.50 ft. Depth to limiting factor 120 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. *Eff#1 *Eff#2
1 0-25 10yr3/2 none sl 2msbk dfr cs 1f .6 1.0
2 25-72 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0
3 72-120 7.5yr4/6 none cos osg ml na na .7 1.6
i
a� 1
Z
a Boring# Boring
i/ Pit Ground Surface elev. 102.50 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-17 10yr3/2 none sl 2msbk dfr cs 1f .6 1.0
2 17-31 7.5yr4/4 none cos osg dvfr cs na .7 1.6
3 31-120 7.5yr4/6 none cos osg ml na na .7 1.6
—79 103
*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) nature: CST Number
David J.Steel 248956
Address Steel's Soil Service,In . Date Evaluation Conducted Telephone Number
994200th St.,Baldwin,WI 54002 7/31/2004 715-684-5680
Property Owner Frands Lands,LLC Parcel ID# Pending Page 2 of 3
3] Boring# Boring 0M Pit Ground Surface elev. 100.10 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-16 10yr3/2 none sl 2msbk dfr cs 1f .6 1.0
2 16-62 7.5yr4/4 none Is osg mvfr gw na .7 1.6
3 62-120 7.5yr4/6 none cos osg ml na na .7 1.6
1
F-1 Boring# I Boring
�J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
F-1 Boring# I 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 GP
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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200 ' St.
CST-POWTSM Francis Lands, LLC Baldwin,W154002
Lic.#248956 NWl/4,NW1/4,S8,T29N,R18W Bus.(715)684-5680
Town of Warren,St.Croix Co. Fax.(715)684-3449
CSM, Lotw12i suitable for YOur
This soil evaluation was conducted to satisfy a zoning requiremenmay lot may not be established at
use. The location of this test may or may not be as shown,as permanent Legend
n
the time the soil test was conducted. 1"_40,
♦=Benchmark Ele. 100.00Ft
Top of 3/4"Steel pipe
•=Alt Benchmark Ele.99.75Ft
Top of 3/4"Steel pipe N
❑=Borings
Boring Elevations
B1= 102.50Ft
B2= 102.50Ft
B3=100.1OFt
B4=OO.00Ft
�L ioo,l��
L
G
Our
Apo
a� N
to
�- ,2 a�` �, iol`
DOUGLAS J. ZAHLER FRANCIS LANDS, LLC
S do N LAND SURVEYING, INC. E. 1404 FIRST NATIONAL BANK BUILDING
2920 ENLOE STREET 332 MINNESOTA STREET
HUDSON, WI 54016 ST. PAUL. MN 55101
S891 3'00"E 2590.63'
NORTH LINE OF r-110TH AVENUE
NW COR. CENTER LINE THE NWi/4 j ------�------
SEC. 8 a III...___ 66.00'—N1/SEC. 8
im 1229.31' — — S89'13'00"E
^ Z 1295.32'
DRAINAGE —� —° 3w rL1r
LOT 5 N c%•
t C� 1 EASEMENT 1 1 - — — - w N�
�OI 1 LINE TABLE 1 1 _C.S.M._IN .
1 # DIRECTION 1DIST. 1 VOL. 13 " m i
f
IN t C 1 El N00'15 22 E (135.14 ( PG. 3744 i �
E2 S7751'03"W 11232 - — —— - i
0 ( E3 N69'4622"W 1100.30' 1 28 4ti� �f V�
1 E4 N30-59'21"W 1159.17' `561* 3`L vh
-—~ E5 S62 59'48"E 153.94' 1 N61 Q OQ
I O ( E6 S38 50'23"E 1148.97' 1 5
b 1 E8 3 7 '30'34 E 2Z40'159.79' 1 ; Q�f�VtCi
r I N i E9 S00'15'22"W 71.55' i G� �i� 5e�61�1 I z rn
i
IC) loo 1 C.S .M _VOL 10, PG. 2808 1 �� cn -�
Iy l o01 LOT 3 (S89'22'27"E)I LOT 4 OZ
S89-39'37"E 473.16'—— - ca rn
Nr rn
nn
s
Z Zzo LOT / 2/ Z "'
o° O a. 2.163 AES �N c y O
94.215 SO. FT. �` i► j ° o
t r rn Z
0
t r
..rn s79.12•44.E 436.78• LO I''d
3.007 ACRES i t
LOT �.ti `j�°°• 130,971 SO. FT. (y
V o 2.424 ACRES of S89'44'38"E 338.41' l y
r
105.588 SO. FT. �O
�1 7 :80 RADIUS TEMPORARY
CUL-DE-SAC t
ENT, TO BE r
1 EXTINGUISHED UPON I
co
ROAD EXTENSION N I
L Ip t Z v j 8� LOT* ID w td
b
v`- ' cn 2.005 ACRES ° I U�
I'n Iv ( po �s�y�BS• �m 33 33' 87,354 SQ. FT.
DRAINAGE
EASEMENT
.p m
Cl ,
Fn N 8 N89'44'38"W 84.27=- `�� N89'44'38"W 347.74'
rn _UNPLATTED LANDS --�-N73050'36"W 68.63'
LINE TABLE LEGEND
r�* # DIRECTION DIST, ® FOUND 1" DIAMETER BERNTSEN
Q L1 S8939'37"E 66.00' STEEL SURVEY MARKER
aNO Qi
� L3 S00'15'22"W 23.55' • FOUND 1" OUTSIDE DIAMETER IRON PIPE
-z -i L4 SOO'15'22"W 90.04' SET 1" OUTSIDE DIAMETER BY
L5 S00'15'22"W 23.04' O 18" LONG IRON PIPE, WEIGHING
z m L6 SOO'15'22"W 89.95' 1.13 LBS. PER LINEAR FOOT
L7 S79'17'44"E 33.00' ROADWAY SETBACK LINE
SCALE IN FEET 1" = 150' ............. .. (100' FROM RIGHT-OF-WAY)
( ) RECORDED BEARING AND/OR DISTANCE