HomeMy WebLinkAbout004-1059-40-000
RECEIVED 2
Wisconsin apartment of Commerce SOIL EVALUATION REPORT Page of 3
Division of 11afety and guild" 2 O 11
~ ~ ~ in rdance with Comm 85, Wis. Adm. Code
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Attach ce plateM ta ai n 8 1/2 x 1 reference 1 point s inches in size. Plan must
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include, ~
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percent slope, scale or dimensions, north arrow, and location and distance to nears o Q 0~ if "
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Please print all information. ~ ` viewed ` Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G~~ Z
Property Owner Property Location
W Govt. Lot✓Z-- 1/4~V 1A 9,7 T Y/ N R IZIE ( ) W
jJ. Name or CSM#
Property Ownefs; Mailing Address Lot # Block # S
City State Zip Code Phone Number ❑ City ❑ Village wn Nearest Road
❑ New Construction Use Residential /Number of bedrooms Code derived design flow rate J7~ GPD
- Describe:
[I Public or commercial
Replacement Z
Parent material Flood Plain elevation if applicable
General n
mm eMs _1-e r SO t~ h QJ~ f~G<
and reconwnendations:
System Type/ OU / -5: -nom 4A System Elevation
a Boring # R Boring
Pit Ground surface elev. ft. Depth to limiting factory in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
vz- 1~ ,fry r
Boring # E] Boring
~l-"5./ J+ Pit Ground surface elev ft. Depth to limiting factor 0~ 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
I o-!/ v-3 1z- Wgna ' s
ZldlL Z - G s rv
• Effluent #1 = BOD > 30 < 220 mg& and TSS >30:5 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Nam (Please PmQ CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54 7 _ j 715-246-4516
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Property Owner _ Parcel ID # Page of
❑ Boring
E Boring #
Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots !GPDtff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Ef•Eff#2
Xf", 51Z_
Boring # ❑ Boring
F-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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 Boring # 11 E] Pit Boring
Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BOD$ 130 mg& 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-8730 (8.6/00)
I~
Soil Test Plot Plan
Project Name Wright Estate Shaun Bird
Address 1956 240th St.
Deer Park Wi 54007 CSTM #2269
Lot Subdivision Date 7/7/11
SE 1/4 NE 1/4S 27 T 31 N/R16 W Township Cylon
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
Scale is 1 = 40
unless otherwise
noted Existing 3
Bedroom
House
h.- I
15-
25 80'
Well
(inside
B •M• * shed)
100'
75'
95'
B-1 overflow
40' 30'
0'
Area of 80'
poor soils 11.4 50'
B-3 area of poor soils
2% Slope
2% Slope -2
95.5'A k 95'
300' 94.5'
240th St.
1320' Property Line
800'
Parcel 006-1059-40-000 07/27/2011 12:42 PM
PAGE 1 OF 1
Alt. Parcel M 27.31.16.409 006 - TOWN OF CYLON
Current ❑ ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner
O - WRIGHT, DUANE O
DUANE O WRIGHT
1956 240TH ST
DEER PARK WI 54007
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description " 1956 240TH ST
SC 3962 SCH DIST NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE
SEC 27 T31 N R16W 40A SE NE Block/Condo Bldg:
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
27-31N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
10/14/2010 924656 PR EZ-1
10/14/2010 924653 DOM LET
10/14/2010 924650 EZ - 1
07/10/2003 729645 2309/398 TI
more...
2011 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/10/2010
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 23.000 3,700 0 3,700 NO
UNDEVELOPED G5 3.000 1,000 0 1,000 NO
AGRICULTURAL FOREST G5M 12.000 18,000 0 18,000 NO
OTHER G7 2.000 15,000 151,500 166,500 NO
Totals for 2011:
General Property 40.000 37,700 151,500 189,200
Woodland 0.000 0 0
Totals for 2010:
General Property 40.000 37,700 151,500 189,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/19/2011 Batch 11-02
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
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ftconsin.Department ofIndustry, SOIL AND SITE EVALUATION REPORT Page _of
Laoor,and'Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL 1-9. #
dimensioned, north arrow, and location and distance to nearest road. 0 06 - 10 1~ l~ 6 w~
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R EW DATE
X16
PROP TY OWNER: PROPERTY LOCATION
GOVT. LOT - 1/4 1/4 ~T N,R fC(orl
PR PE TY OWNER':S MAILI G ADDRESS LOT # BLOCK # SUBD. NA E OR CSM #
C17STAT ZIP CODE PHONE NUMBER ❑CI ❑VIIL GE OCR- NEAREST ROAL)
[ j New Construction Use 1-~ Residential / Number of bedrooms j Addi on to existing building
Replacement [ ] Public or commercial describe '
Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2-2-:--Itrench, gpd/ft2
Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2_4,__)trench, gpd/ft2~^l
Recommended infiltration surface elevation(s) ft (as eferred to site plan benchmark) ~ `
Additional design / site considerations t(
L01.1 I
Parent material Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL
HOLDING TANK
U =Unsuitable for system ❑ S ~1 U Da S ❑ LI ❑ S ®U El S 91 U ❑ S f8( U ❑ S 0 U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bounday Roots GPD/ft
Boring # Horizo Munsell Qu. Sz. Copt. Color Gr. Sz. Sh. Bed Trench
C? Z-2
iro `2d jo -S, J A~Z_ mp
elev.
ft.
kif A60
Depth to
limiting
factor
1~ g 1gg
Remarks: '
Boring # ,
A Z, ~2_
;2 Iq
t(~
Ground 2 ~
elev.
ft.
Depth to
limiting
factor
Remarks:
CST Name:-Please Print-_ Phone:
Address:
Signature: Date;., - CST Number:
PROPERTY OWNER lhle ,1 SOIL DESCRIPTION REPORT Page<f,.2 of~:f
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
Q'
t
f
A~Z
Ground 3 J y
elev.
Depth to
limiting
factor
Remarks:
Boring #
\4
\v:
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring # -
tii•}'
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
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