HomeMy WebLinkAbout036-1081-50-300 Wissonsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page-of
Labor and Human Relations
Divisionof Safety&Buildings
� in accord with ILHR 83.05,Wis.Adm. Code
I`
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/. .#
dimensioned, north arrow,and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIE D BY DATE
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PROPERTY OWNER: PROPERTY LOCATION
GOVT.LOT 1/4 1/4,S T /,N,R �(or
PROPERTY OW ER':S ILING AD RESS LOT# BLOC # SUBD.NAME CSM# /
3
CITY, TAT ZIP CODE PHONE NUMBER CITY QVILI AAE 19OWN NEARE8 ROAD
Dd New Construction Use Residential!Number of bedrooms ] Addition to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow gpd Recommended design loading rat S" bed,gpd/0___.�_trench,gpd/ft2
Absorption area required bed,ft2.�75 trench,ft2 Maximum design loading rate bed,gpd/ft2 (trench,gpd/ft2
Recommended infiltration surface elevation(s) A ft (as referred to site plan nchmark)
Additional design/site considerations .(
Parent material ° Flood plain elevation,if applicable ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILLT HOLDING TANK
U=Unsuitable fors stem I EIS M U ®S ❑U ❑S f o U ❑S O U EIS M U ❑S MU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
Ground ;
elev. 15,
ft.
Depth to
limiting
fact
Remarks:
Boring#
Ground
elev.
2L�ft.
Depth to
limiting
factor
0
Remarks:
CST Name:—Please Print Phone:
Address: l�1
Signature: , Date: CST Number:
�• 9
PROPERTY OWNER SOIL DESCRIPTION REPORT Page, of,
PARCEL I.D.# } `
Depth Dominant Color Mottles Structure GPD/ft
Boring# Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed JTrench
h i
l
Ground _
�s
elev.
ft.
Depth to
limiting
factor
.3s
Remarks:
Boring#
Al IV ej
4Z f.�
Id
zx� A1,10
•ik:•::•ii:�::•i:ii
J
Ground
elev.
c, t.
Depth to
limiting
factor
Remarks:
Boring#
2 z2
Ground 7
elev.
)V"o 1010
ft. —
Depth to
limiting
factor
_ 33 FT i
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
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Parcel #: 036-1081-50-300 04/27/2007 10:38
130F 1
Alt. Parcel#: 32.31.17.5000 036-TOWN OF STANTON
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-MULLIKIN, EUGENE H &CAROL J
EUGENE H &CAROL J MULLIKIN
131 N STARR AVE
NEW RICHMOND WI 54017
Districts: SC = School SP=Special Property Address(es): '=Primary
Type Dist# Description
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 5.130 Plat: N/A-NOT AVAILABLE
SEC 32 T31 N R1 7W PT NE NW BEING LOT 2 OF Block/Condo Bldg:
CSM 9/2685 5.13 ACRES
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
32-31N-17W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 1060/518 QC
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/17/2007
Description Class Acres Land Improve Total State Reason
OTHER G7 5.130 30,000 17,000 47,000 NO
Totals for 2007:
General Property 5.130 30,000 17,000 47,000
Woodland 0.000 0 0
Totals for 2006:
General Property 5.130 22,000 17,000 39,000
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
/0 lz �/f v '�`-- ��,
`�..
JAMES O'CONNELL
Register of Des s �
505565 4VG A2 ✓rD 50 jV, SLcrolxco.l\N
CERTIFIED SURVEY MAP
LOCATED IN THE NE 1 /4 OF THE NW 1/4 OF SECTION 32 , T31 N , R17W, TOWNSHIP OF STANTON ,
ST, CROIX CO. , WI.
y PREPARED FOR EUGENE MULLIKIN
N07E' BEARINGS ARE REFERENCED
TO THE NORTH LINE OF THE NW 1/4.
( ASSUMED),
NW CORNER SECTION 32. N 1/4 CORNER SECTION
(FOUND P.K. NAIL) 32. ( 1" IRON PIPE FOUND)
N.LINE NW 1/4 in
N N89° 52 ' 09"2142. 57 ' `�' T H . " 64"'
! S89°52'09"W
0 0 460.06 '
N89045'00"E 684. 50 `" _ o
309.25' 309.25'
33.0011' 133.00'
342. 25 ' 342. 25
0 3I �w
_ �I0 old w
BUILDING SETBACK �IN / �o °tea N•
Qh LINE. Zia 33' y y �•
QJ•• - r ,�I' - CO'MMON DRIVEWAY
Z• EASEMENT.
O Q_ZI
•
33.00' 00' O)
00"S89°'0 <-, 5W -
N '
\J N
in
3 \ l0 .
W. W 4J.
�• LOT I 3 LOT 2 �-•
�, ~0 5.12 ACRES 5 . 1.3 ACRES ~.
1223, 088 S0.FT*) to (223 , 332 S0. FT.
1
J• 0 4.97 AC. EXC.EASEMENT 4.97AC. EXC. EASEMENT O J.
0. O ( 2 16, 488 S0. FT, I N N (2 16, 732 SO. FT. 1 G a•
2 Z O N
o It Z'
W E �• �,
S
[) 1 1, 19 3 342. 25 342. 25 '
S89052'09" W 684. 50 '
COUNTY
sive
UNPLATTED LANDS
0 AroaOOi
?O days of � `�r� �•s/iI
k "r„vat data ` I✓ ®�
.•-oaf � "r., JAMES M.
b . s
W L'S I-R °.
S • 1804
SPRING VALLEY I
r O c SET I "X 24” IRON PIPE WEIGHING '� .r WIS.
} 'lu 1.13 LBS. PER LINEAR F0OT. �y` �P ft
w°•a�°•� ""y .v�%
SCALE I = 150 '
` VOLUME ' 9 PAGE 2645
0 75 ' 1 50' 300' EB JAMES M. WER S- 1804
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S H E E T I OF 2 DATED
93-49 THIS INSTRUMENT DRAFTED BY