HomeMy WebLinkAbout004-1043-80-500
` SCOnSj/1 _ SO E UATION REPORT #1581
Department of Commerce in a comet s5, Wis. Adm. Code Page 1 of 4
Division of Safety and Buildings Schmitt Soil Testing, Inc.
.....-.----r---County
Attach complete site plan on paper not less than 8%: x 11 inches in size. Plait 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.
pa of:004-1043-80~
Please print all information. Reviewed pa
Personal information you provide may be used for 6 Law, s. 15.04 (1) (1)).
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Property Owner Property Location
Frye, Shawn Govt. Lot NW1/4, NW1/4, S19, T28N, R15W
Property Owner's Mailing Address f Lot # Block # Subd. Name or CSM# V - L
291 270th St. ` 5 Acre Parcel (West) i 3
City State Ain Co (;off City Village Town Nearest Road
wid FFIC
Wilson WI 027 Cady Z7 Zo 27Th Ave.
M New Construction Ilse: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material Glacial Drift (Santiago Series) Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 99.61' based off contour line established at / f
98.11'. Slope is 8%. Depth to limiting factor is 18". &V &61 7 - I~ 61V l ,u~ 1x22- .
M Boring # M Ground surface elev. 96.01 ft. Depth to limiting factor 26 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 •Eff#2
1 0-13 10yr3/2 none sil 2mgr mvfr as 3f,lvf .6 .8
2 13-19 10yr5/3 none 1 2fsbk mfr 9W 2f .6 .8
3 19-26 10yr5/3 none sl lmsbk mfr gw if .4 .7
4 26-36 10yr6/3 c2d 7.5yr6/6 sl lmsbk mfr gw .4 .7
7.5yr6/2
5 36-44 10yr5/6 m2d 7.5yr5/6 Ifs lmsbk mfr 9w .5 1.0
7.5yr5/2
6 4472 7.5yr4/4 m 5 r16/6 sd lmsbk mfi .2 .3
F Boring # ❑ Ground surface elev. 96.11 ft. Depth to limiting factor 18 in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-6 10yr3/3 none so 2mgr mvfr as 3f,lvf .6 .8
2 6-13 10yr4/4 none I 2fsbk mfr gw 2vf .6 .8
3 13-18 10yr5/6 none Icos lmsbk mvfr 9w ivf .7 1.6
4 18-24 7.5yr5/6 c2d 10yr6/6 sl 2fsbk mfr gw 6 1.0
10yr6/2
5 24-38 7.5yr5/4 m2d 7.5yr5/6 grsl imsbk mfr gw 4 7
7.5yr5/2
6 38-64 5yr4/4 m2556yr16/6 sd lmsbk mfi .2 .3
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
Thomas J. Schmitt /'ZX- - 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 8/23/2007 715-247-2941
SBD-8330 (R.07/00)
Property Owner Frye, Shawn Parcel ID # part of: 004-1043-80-000 Page 2 of 4
• F 3 ] Boring #
Ground surface elev. 93.01 ft. Depth to limiting factor 9 in. Soil Application Rate
n Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sil 2mgr mvfr as Tv.6 .8
2 9-15 10yr6/2 c25yr6/Z/6 sil 2fsbk mfr gw .8
c2d 7.5yr5/6 .7
3 15-22 7.5yr4/6 7 5yr6/2 s1 imsbk mvfr gw
4 22-36 7.5yr4/6 m2d 10yr6/6 sl imsbk mfr gw .4 .7
10yr6/2
.3
5 36-72 7.5yr4/4 m2d 7.5yr6/6 scl imsbk mfi .2
7.5 r5/2
Fil N-1 Boring # N Ground surface elev. 96.01 ft. Depth to limiting factor 22 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 0-10 10yr3/2 none sil 2mgr mvfr as 2f,ivf .6 .8
2 10-22 7.5yr5/6 none grlcos icsbk mfr gw 1vf .7 1.6
3 22-31 10yr6/2 c2d~r6/6 grsl grsl mfr gw 1vf .4 .7
4 31-56 5yr4/4 m2d 7.5yr6/6 scl scl mfi .2 .3
7.5yr5/2
Boring #
Fil Ground surface elev. 98.91 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fh
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/2 none sil 2mgr mvfr as 2f,lvf .6 .8
2 9-16 10yr5/3 none I 2fsbk mfr gw 1vf .6 .8
3 16-24 10yr4/4 none grsl 2fsbk mvfr gw lvf .6 1.0
4 24-32 7.5yr4/6 c2d 7.5yr5/6 grlcos lcsbk mfr cs .7 1.6
7.5yr6/1
5 32-40 10yr6/3 m2d 7.5yr6/6 fSI lmsbk mfr gw .2 .6
7.5 r6 1
6 40-68 7.5yr5/6 c2d 5yr5/6 si Om mfi .2 .6
5yr6/1
* 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 SDII Testing, Inc.
Page 3 of,/
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Shawn Frye
Thomas J. Schmitt, CST 227429 Address: 291 270th St.
1595 72nd St. City, State, Zip: Wilson, WI 54027
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: CSM Pending Approval
s;PamM' Lot No.: z a L4 Lot)
Dm 7 Legal Description: NWl/4 NW1/4 S19 T28N RI 5W
® Backhoe pit Township, County: Cady, St. Croix County
A Bench Mark El. 100.00' Top of 2" pvc pipe
0 Alternate Bench Mark El. 9'6.9%' fcto c, P &Ali ~ .,9r.r~" l✓~d ~"~~Pas~
Slope= 9,% Contour Line El. 98 Contour Length 116 •
Scat 1" = 40' k
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Parcel 004-1043-80-500 01/23/2008 09:17 AM
PAGE 1 OF 1
Alt. Parcel 19.28.15.2968 004 - TOWN OF CADY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
12/27/2007 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - FRYE, SHAWN M
SHAWN M FRYE
291 270TH ST
WILSON WI 54027
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 2720 27TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 5.000 Plat: 5493-CSM 23-5493 004-07
SEC 19 T28N R1 5W PT NW NW BEING LOT 2 Block/Condo Bldg: LOT 02
CSM 23-5493
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
19-28N-15W NW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
12/27/2007 866253 23/5493 CSM
07/07/2002 684424 1929/112 QC
03/01/2000 619037 1493/067 WD
03/01/2000 619036 1493/066 WD
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 01/03/2008
Description Class Acres Land Improve Total State Reason
i
Totals for 2008:
General Property 0.000 0 0 0
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
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RO1X COUNTY
ST. C
SURVEYOR'S RECORD
ALUMINUM COUNTY SECTION
' - v0 CORNER MONUMENT FOUND
wr
w 0 2" IRON PIPE FOUND OWNER
O
w U W SHAWN AND TABITHA FRYE
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x cn ■ 1 3/4" REBAR FOUND 291 270TH STREET
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ac V w 1" X 18" IRON REBAR SET WEIGHING
~ 1.50 IBS. PER LINEAR FOOT
(t) i SURVEYOR
z w 0 EDWIN C FLANUM
Q N O x x EXISTING FENCE
NORTHLAND SURVEYING, INC.
m 0 L_ mrg P.O. BOX 14 N1/4 CORNER
NW CORNER c ROBERTS, WI 54023 SECTION 19
SECTION 19 S89014 '37'W 1313.69
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z APP..ROXIMATE,LOCATION.OF 12% SLOPES LOT 1
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27TH AVENUE
CURVE DATA TABLE
o CENTRAL CHORD CHORD
NUMBER RADIUS ANGLE BEARING LENGTH ARC LENGTH TANGENT IN TANGENT OUT
Cl 458.00 20'42'10' S10'10'46'E 164.59 165.49 S20'31'51-E S00"10'19'W
W1/4 CORNER
SECTION 19 SCALE IN FEET 1" = 200'
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