HomeMy WebLinkAbout038-1049-40-030 Parcel #: 038-1049-40-030 04/10/2014 F 1
PAGE E I OF 1
Alt.Parcel M 11.31.18.2086-30 038-TOWN OF STAR PRAIRIE
Current LX1 ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
01/11/2011 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
0-ORR, LEON W& BEVERLY
LEON W&BEVERLY ORR
19161 ECHO LN
FARMINGTON MN 55024
Property Address(es): '=Primary
1252 220TH AVE
Districts: SC=School SP=Special
Type Dist# Description , rK�a- bv-C
SC 3962 SCH DIST NEW RICHMOND
SP 1700 WITC Notes:
NEW FOR 2012. RETIRED 038-1049-40
(208B ,
205C) FOR CSM 25-5755)NEW LOT 1 038-1048-60
@
038-1049-40-010 (20813-10), LOT 2 @
Legal Description: Acres: 11.470 038-1049-40-020(2086-20)& LOT 3 @ more
SEC 11 T31 N R1 8W PT SE SW
14 T31N R18W PT NW NEC %25-§755_ LOT 3 Parcel History:
(11.47+/-AC) \ Date Doc# Vol/Page Type
. � 5 01/11/2011 930405 25/5755 CSM
Plat: '=Primary Tract: (S-T-R 401/4 160%) Block/Condo Bldg:
"5755-CSM 25-5755 038-011 11-31N-18W SW SE LOT 03
5755-CSM 25-5755 038-011 11-31N-18W SE SW LOT 03
5755-CSM 25-5755 038-011 14-31N-18W NW NE LOT 03
2014 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 10/10/2013
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.310 51,900 0 51,900 NO
AGRICULTURAL G4 5.920 700 0 700 NO
UNDEVELOPED G5 0.250 50 0 50 NO
AGRICULTURAL FOREST G5M 1.990 3,000 0 3,000 NO
Totals for 2014:
General Property 12.470 55,650 0 55,650
Woodland 0.000 0 0
Totals for 2013:
General Property 12.470 55,650 0 55,650
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SW1/4 OF THE SE1/4 AND IN PART
OF THE SE 1/4 OF THE SW 1/4 OF SECTION 11, AND IN PART
OF THE NW1/4 OF THE NE1/4 OF SECTION 14, ALL IN T31N,
R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN.
SURVEYOR'S CERTIFICATE:
I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that by the direction of
Leon Orr, I have surveyed, divided and mapped part of the SW1/4 of the SE1/4 and part of the
SE1/4 of the SW1/4 of Section 11, and part of the NW1/4 of the NE1/4 of Section 14, all in
Township 31 North, Range 18 West, Town of Star Prairie, St. Croix County, Wisconsin; described as
follows:
Beginning at the South Quarter corner of said Section 11, also being the beginning of a meander
line along the easterly bank of the Apple River; thence, along said meander line N29'0922'W a
distance of 493.93 feet to the end of said meander line; thence, along the south line of that
Certified Survey Map recorded in Volume 23, Page 5592, St. Croix County Register of Deeds,
N89'54'56'E a distance of 1561.61 feet to the east line of said SW1/4 of the SE1/4; thence, along
last said line, SOO'06'54'£ a distance of 431.70 feet to the south line of the SE1/4 of said Section
11; thence along said south line, also being the centerline of 220th Avenue, S89'54'56'W a distance
of 1052.43 feet to the point of curvature of a 230.27 foot radius curve, concave southeasterly,
with a central angle of 754226". a chord that bears S52'0343"1N and measures 282.61 feet;
thence southwesterly, along the arc of said curve and centerline, a distance of 304.26 feet to the
point of tangency; thence, along sold centerline, S14'12'30'W a distance of 165.53 feet to the west
line of said NW1/4 of the NE1/4 of Section 14; thence, along said west line, N01'00'39'W a
distance of 333.87 feet to the point of beginning. Together with all land lying between said
meander line and the centerline of the channel of the Apple River which lies north of the south
line of the SW1/4 of said Section 11 and south of a line that bears S89.'54'56"W from the end of
said meander line.
Containing 16.31 Acres more or less. Subject to right—of—way for 220th Avenue and 127th Street
and subject to all easements, restrictions and covenants of record.
I also certify that this Certified Survey Map is a correct representation to scale of the exterior
boundary surveyed and described; that I have fully complied with the provisions of Chapter 236.34
of the Wisconsin statutes and the land subdivision ordinance of St. Croix County and the Town of
Star Prairie in surveying and mapping yl 9 PP 9 same.
145 Dat�O/ i 0 OF WISC,
Douglas J. R ahle L 2
S & N Land Surveying CO DOUGLAS J.�2
2920 Enloe St. Suite 101 ZAHLER
Hudson, WI 54016 5-2145 "t
(715) 386-2007 HUDSON,
APPROVED < Q
1111iwdi a Zenkm 9ti0 SURV�yo
OCT 1 9 2010
COUNTY TREASURER'S CERTIFICATE ifnotmoordedwithin30daysof
approval date approval shall be
State of Wisconsin) nun and void
County of St. Croix)SS
I, Laurie Noble, being the duly elected, qualified and acting treasurer of St. Croix County, do hereby
certify that the records In Ty office show no unredeemed tax sales and no unpaid taxes or special
assessments as o`f 10 i`1 �(� affecting the land included on this Certified Survey Map.
i 1f I�N - 10 119 1 O
curie Noble, Date
County Treasurer
NOTE: The property dipicted on this map contains shoreland—wetland areas
and is subject to shoreland zoning. A Land Use of Special Exception permit
may be required for grading and/or construction activities. Wetlands shall be
maintained with a 75—foot protective buffer unless otherwise determined by
the WI—DNR. Contact the Zoning office for further Information. SHEET 2 OF 2
2 of 2 Vol 25 Page 5755
• � ililillllilllliiillllll
8 0Tx:4 13188 8
930405
BETH PABST
REGISTER OF DEEDS
ST-CROIX CO., WI
o°n `rt� ter.-*+ yT O cn RECEIVED FOR RECORD ON z
o rt ° p '� 0 ° y 01/11/2011 11:43 AM
oj 0 � ��T THE SOUTH UNE OF THE EXEMPT #:
�
Nc o 2 i % � Q SE1/4 OF SECTION 11 BEARS F
u = St �_ •`L REC FEE: 30.00
G S89'54'56'W BASED ON THE Z
ST. CROIX COUNTY COPY FEE: 3.00
o p o O COORDINATE SYSTEM PAGES: 2
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° SHEET 1 OF 2
1 of 2 Vol 25 Page 5755
NVIsconsin SOIL EVALUATION REPORT #1550
Department of Commerce in accordance with Comm 85,Wis.Adm.Cod Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing,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. c 2 f/_/011 p_ �6_036
Plea 1 information. Revie By J 7 / Date
Personal information you provide ay be�o}�pgoses( rivacy Law,s.15.04(1)(m)). /L
Property Owner Property Location
Orr, Leon DEC Govt.Lot SW1/ , SE1/4,S11,T31 N, R18W
Property Owner's Mailing Add ss Lot# Block# Subd.Name or CSM#
19161 Echo Lane ST.CROIX COQ 2�/S S
City State Zip Code Phone Num r City ❑Village X Town Nearest Road
Farmington MN 1 55024 1 651-334-7574 Star Prairie 220Th Ave.
New Construction Use: [X] Residential/Number of bedrooms 3 Code d 50 GPD
Replacement ❑ Public or commercial-Describe:
Parent material Outwash Flo ,i applicable 58.80 ft.
General comments
and recommendations: Area is suitable for a conv with a 0.6jpd/sgft rate. Possible system elevation for Area 1
is 95.70' ,� EX �� �I
F-11 Boring# ❑ Boring
Pit Ground surface elev. 98.30 ft. Depth to limiting factor 76 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 10yr3/3 none sl impl mfr as 2vf .4 .6
2 7-16 7.5yr4/6 none sl 2msbk mfr gw 1vf .6 1.0
3 16-29 7.5yr4/6 none grs Osg ml gw ----- .7 1.6
4 29-76 10yr5/4 none grs Osg ml Cs ------ .7 1.6
5 76-90 10yr4/6 m2d 7.5yr6/8 fsl 1msbk mfr ---- - .2
7.5yr6/2 ----- 6
�.a
Boring# F� Boring
M Pit Ground surface elev. 99.20 ft. Depth to limiting factor 104+ in. ISoil 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 0-18 10yr3/3 none I 2fsbk mfr Cs 2vf .6 .8
2 18-31 10yr4/4 none I 2msbk mfr gw ivf .6 .8
3 31-57 7.5yr5/4 none vgrcos Osg ml gw ------ .7 1.6
4 57-104 10yr5/4 none grcos Osg ml ---- ----- .7 1.6
i
*Effluent#1 =BOD 5>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) Signature: CST Number
Thomas J.Schmitt �� , 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941
Ssr}9330(x.07i00)
Property Owner Orr, Leon Parcel ID# Page 2 of 3
Boring# Boring
Pit Ground surface elev. 98.22 ft. Depth to limiting factor 70 min. 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 0-6 10yr3/2 none sl 2fsbk mfr as lvf .6 1.0
2 6-12 10yr4/6 none sl 2msbk mfr gw 1vf .6 1.0
3 12-16 7.5yr4/6 none Is lcsbk ml gw 1vf .7 1.6
4 16-23 7.5yr5/4 none grls Osg ml gw ------ .7 1.6
5 23-70 10yr5/6 none grs Osg ml cs ------ .7 1.6
6 70-80 10yr4/6 m2d 7.5yr6/8 fsl -----lmsbk mfr ---- - .2 6
7.5yr6/2
I
4] Boring# E] Boring
Pit Ground surface elev. 99.25 ft. Depth to limiting factor 96+ 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
1 0-13 10yr3/3 none sl 2fsbk mfr as 1Vf .6 1.0
2 13-20 7.5yr4/6 none sl 2msbk mfr gw 1vf .6 1.0
3 20-26 7.5yr4/4 none grsl 2msbk mfr gw ----- .6 1.0
4 26-96 10yr5/4 none grcos Osg ml ---- ------ .7 1.6
�D
)1 10,cv
41,'w 1
F-sl Boring# El Boring
Pit Ground surface elev. 98.15 ft. Depth to limiting factor 98+ 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 0-12 10yr3/2 none sl 2fsbk mfr cs 2vf .6 1.0
2 12-35 10yr4/4 none sl 2msbk mfr CS 1vf .6 1.0
3 35-41 7.5yr4/6 none sl 2msbk mfr gw ----- .6 1.0
4 41-60 7.5yr5/4 none vgrs Osg ml gw ------ .7 1.6
5 60-98 10yr5/6 none grcos Osg ml ---- ------ .7 1.6
.7�
'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) Schmitt Sod Testkg,Inc.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Leon Orr
Thomas J. Schmitt,CST 227429 Address: 19161 Echo Lane
1595 72nd St. City, State, Zip: Farmington, MN 55024
New Richmond, Wl. 54017
Phone: 715-247-29/41 /� Subd.Name: Eagle Ridge
Signatures /a ,/�/L. 1-4-' Lot No.: r
Date Legal Description:- SWIM SETA S11 T3 1N RI 8W
Backhoe pit Township, County: Star Prairie, St. Croix
Bench Mark El. 100.00' Top of 2 pvc pipe
A Alternate Bench Mark El. �fpSS top of .2 'e' ag
Slope;-- 729
Scale V =40'
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141sconsin SOIL EVALUATION REPORT #1551
Department of Commerce in accordance with Comm 85,Wis.Adm.Code -Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing,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,!. .
Please print aALniformaidon. Revi By Date
Personal information you provide may be u
Sal
for s.15.04(1)(m)).
Property Owner Pfoperty Location
Orr, Leon vt.Lot SW1! ,SE1 4 S11,T31N, R18W
Property Owner's Mailing Address t# Block# Subd.Name CSM# _
19161 Echo Lane
City State 411 Code Phone Y City ❑Village ❑ Town Nearest Road
Farmington I MN 1 550241 Star Prairie I 220Th Ave.
❑New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material Outwash Flood plain elevation,if applicable 63.27 ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.7gpd/sgft rating. Possible sysspm elevation for Area 1
is 96.30'.
Fil Boring# El Boring
❑ Pit Ground surface elev. 98.88 ft. Depth to limiting factor 104+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Efr#1 *EW
1 0-10 10yr3/2 none sl 2fsbk mfr as 2c,2vf .6 1.0
2 10-21 10yr3/3 none grsl 2msbk mfr gw 2vf .6 1.0
3 21-29 10yr5/4 none grls Osg ml gw 1vf .7 1.6
4 29-82 10yr6/4 none s Osg ml gw ------ .7 1.6
5 82-104 10yr5/4 none cbcos Osg ml ---- ------ 7 1.6
1a,4b
Boring# ❑ Boring
❑C Pit Ground surface elev. 100.98 ft. Depth to limiting factor 110+ 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 *2#2
1 0-8 10yr3/3 none sl 2fsbk mfr as 2m,2vf .6 1.0
2 8-16 10yr4/3 none grsl 2msbk mfr gw 2vf .6 1.0
3 16-27 7.5yr5/4 none grls Osg ml gw lvf .7 1.6
4 27-42 10yr6/4 none s Osg ml a ------ .7 1.6
5 42-80 10yr5/6 none grcos Osg ml cs --- .7 1.6
6 80-110 10yr6/4 none , s Osg ml --- ------ .7 1.6
*Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS s30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt ,; ��__ "� 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941
SBD-8330(f 07/00)
Properly Owner Orr, Leon Parcel ID# Page 2 of 3
F3] Boring# Boring
� pit Ground surface elev. 98.83 ft. Depth to limiting factor 92 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 0-11 10yr3/3 none sl 2msbk mfr gw 2c,lf .6 1.0
2 11-29 7.5yr4/4 none vgrls Osg ml gw 1vf .7 1.6
3 29-36 10yr5/4 none grs Osg ml cs ------ .7 1.6
4 36-92 10yr6/4 none s Osg ml cs ----- .7 1.6
5 92-100 10yr6/4 m2d 7.5yr6/8 fSI lmsbk mfr ---- ------ 2
7.5 r6 2 .6
4P tow
,)
.3b
❑ 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
I
I
❑ 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#t *Eff#2
*Effluent#1 =BOO 5>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=B005<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(K07/00) Schmitt Soil Testim,Inc.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Leon Orr
Thomas J. Schmitt,CST 227429 Address: 19161 Echo Lane
1595 72nd St. City, State, Zip: Farmington, MN 55024
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Eagle Ridge
Signatwey,-;�� Lot No.: 6
Date '/ f y/ O6 Legal Description: SWl/4 SE1/4 S11 T31NRi8W
0 Backhoe pit Township, County: Star Prairie, St. Croix
® Bench.Mark El. 100.00' Top of 2"pvc pipe
A Alternate Bench Mark El. 161, 3 4 top of
Slope=
Scale 1" =40'
33` l77`
A W1
oo
-71M 6 7 V
r
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scons/n SOIL EVALUATION REPORT P ) #1552
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing,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. 0
Please pd Rev' By / Date
Personal information you provide may be u for Privacy L 1W,S.15.04(1)(m)). /z 0
Property Owner DEC O 1 2006 roperty Location
Orr, Leon ovt.Lot SW1/ ,SE1 11, WN, R18W
Property Owner's Mailing Address Lot# Block# Subd.Name CSM#
19161 Echo Lane ST.CROIX COUNTY
City State kip Gede PheRe PlumbeF City [_]Village ❑ Town Nearest Road
Farmington MN 1 55024 1 651-3347574 Star Prairie 1 220Th Ave.
❑New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material Outwash Flood plain elevation,if applicable na ft.
General comments Co w•w. V3, 4Z{- Z.
and recommendations: Area is suitable for a pressure - rounds stem with a 0.5 gpd/sgft rating. Possible system
elevation for Area 1 is lb Must maintain 60"separation.
F-11 Boring# ❑ Boring
❑ Pit Ground surface elev. 98.68 ft. Depth to limiting factor 120+ 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
1 0-9 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 9-17 10yr3/4 none grsl 2msbk mfr Cs 1vf .6 1.0
3 17-38 10yr5/4 none xgrcos Osg ml Cs ------ .5bc .5b
4 38-58 10yr5/6 none xgrs Osg ml Cs ----- .5bc .5b
5 58-120 10yr5/4 none xgrcos Osg ml ---- I ------ .5bc .5b
Coarse fragments were checked with a hand shaken sieve,from 38-120",coarse fragments were 72%by volume.
i
Log I b
F21 Boring# Boring 3Z• q�'te D
❑ Pit Ground surface elev. 98.44 ft. Depth to limiting factor 118+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMF
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 9-17 10yr4/3 none sl 2fsbk mfr gw 1vf .6 1.0
3 17-31 10yr4/6 none Is icsbk mvfr cs 1vf .7 1.6
4 31-70 10yr6/4 none s Osg ml cs ----- .7 1.6
5 70-118 10yr5/4 none vgrcos Osg ml ---- ------ .7 1.6
yy.Z$ yq.Z$ fo0
*Effluent#1 =BOD 5>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
Thomas J.Schmitt 1'/� — 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941
SBD-6330(R 07/00)
Property Owner Orr, Leon Parcel ID# Page 2 of 3
F] Boring# E] Boring
p8 Ground surface elev. 98.66 ft. Depth to limiting factor 120+ 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 0-10 10yr3/2 none sl 2fsbk mfr as ivf .6 1.0
2 10-17 10yr4/6 none sl 2msbk mfr Cs 2vf .6 1.0
3 17-26 10yr5/4 none grls Osg mfr gw ------ .7 1.6
4 26-39 10yr6/4 none grs Osg ml gw ----- .7 1.6
5 39-62 10yr5/4 none vgrs Osg ml gw ------ .7 1.6
6 62-120 10yr5/4 none xgrcos Osg ml ---- ------ .5bc .5b
n .�1i,, �,►
F-1 Boring# E] 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
F—] Boring# El 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 1ft2
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=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.O7/00) Sdnydd Soll Testi ng,Irx.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Leon Orr
Thomas J. Schmitt,CST 227429 Address: 19161 Echo Lane
1595 72nd St. City, State, Zip: Farmington, MN 55024
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Narne: Eagle Ridge
signature ......Z Lot No.:
Date ,,?� �fz_ Legal Description: SW1/4 SE1/4 S11 T3 IN RI 8W
■ Backhoe pit Township, County: Star Prairie, St. Croix
® Bench Mark El. 100.00' Top of 2"pvc pipe
A Alternate Bench Mark El. /0/ 18" top of
Slope= OX�'poj)
Scale 1" = 0'
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Ifisconsin SOIL EVALUATION REPORT #1553
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing,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. Parce l I. p
Please print all information. Rev By Date /
Personal information you provide may be d for lio�a.srtRrivacy ,s.15.04(1)(m)). /Z J3 t7
Property Owner V C LJ Property Location
Orr, Leon Govt.Lot SW1/ , SE1/ 11,T31 N,R1 8W
Property Owner's Mailing Address ��lock# Subd.Name CSM# 2-s-1
19161 Echo Lane ge J
City State ip Code one umber ❑ City ❑Village ❑ Town Nearest Road
Farmington MN 1-551324 1 651--334-7574 Star Prairie 220Th Ave.
❑New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material Outwash Flood plain elevation,if applicable na ft.
General comments )r' '4S Gow r v� $3.4�l - Z,
and recommendations: Area is suitable fora pressure distributed in-ground system with a 0.5 ppd/sgft rating. Possible system
elevation for Area 1 is 9410'_.-Must maintain 60"separa fon. A)o o F 5464a-^ 6w .'v--
F-11 Boring# � Boring � "'�^'"
❑ Pit Ground surface elev. 98.38 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/f:2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-13 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 13-21 7.5yr4/6 none sl 2msbk mfr a 1vf .6 1.0
3 21-28 7.5yr5/4 none vgris icsbk mvfr a ivf .7 1.6
4 28-56 10yr5/4 none vgrs Osg ml cs ------ .7 1.6
5 56-76 1 10yr5/4 none vcbcosi Osg ml cs ----- .7 1.6
6 76-115 10yr5/4 none xgrcos Osg ml --- ---- .5bc .5b
Ccc s-e
a Boring# Boring r 10(p•5�r 40, �5 y`
❑ Pit Ground surfs elev. 97.68 ft. Depth to limiting factor 118+ 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 0-19 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 19-26 7.5yr4/6 none sl 2fsbk mfr gw lvf .6 1.0
3 26-31 7.5yr4/4 none Is lmsbk mfr gw ------ .7 1.6
4 31-41 7.5yr5/6 none » cos Osg ml a ------ .7 1.6
5 41-46 7.5yr5/4 none grcos Osg ml fs ------ 7 1.6
6 46-95 10yr6/4 r none s Osg ml gs ------ .7 1.6
7 95-118 10yr5/6 none vgrs Osg ml ---- ------ .7 1.6
*Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 s30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt °Gorey �Z__-Oor 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941
ssD-8330(x.mioo)
Property Owner Orr, Leon Parcel ID# Page 2 of 3
F ] Boring# ❑ Boring
❑ pit Ground surface elev. 97.88 ft. Depth to limiting factor 115+ 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 0-15 10yr3/2 none sl 2fsbk mfr as lvf .6 1.0
2 15-22 7.5yr4/6 none grsl 2msbk mfr gw 2vf .6 1.0
3 22-42 7.5yr5/4 none vgrsl 2msbk mfr Cs ------ .6 1.0
4 42-76 10yr5/4 none xgrcos Osg ml Cs ------ .5bc .5b
5 76-115 10yr5/4 none vgrcos Osg ml ---- ------ .7 1.6
rr
n �
bo.
F-1 Boring# El Boring AU 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/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring oring
❑ g# El❑ 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 =SOD 5>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(R07/00) Sdrnitt$Oil Testhv,Inc-
Page 3 of 3
Conducted by: Conducted For:
•
Schmitt Soil Testing Inc. Name: Leon Orr
Thomas J. Schmitt,CST 227429 Address: 19161 Echo Lane
1595 72nd St. City, State, Zip: Farmington, MN 55024
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Eagle Ridge
sigatuF��r,�a . s .�4 Lot No.:
Date // ��� /GEr Legal Description: SWl/4 SE1/4 S11 T3 1N RI 8W
■ Backhoe pit Township, County: Star Prairie, St. Croix
® Bench Mark El. 100.00' Top of 2"pvc pipe
A Alternate Bench Mark El. /Q/.32 ` top of
Slope=
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