HomeMy WebLinkAbout032-1014-30-000 (2) r
Wisc!:nsin Department of industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
w 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 St. Croi x
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.#
dimensioned,north arrow,and location and distance to nearest road. , 0 —10 432
APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION OD REV - D : # QATL,
/�7
PROPERTY OWNER: PROPERTY LOCATION
or GOVT.LOTSE 1/4 SE 1/4,S 5 T 31 ,N,R 19 ?Z(or)W
PROPERTY OWNER':S MAILING ADDRESS LOT# BLOCK# SUBD.NAME OR CSM# l,�
_ 452 280th. St. 3 •- (-sin 11 d3 Td
CITY,STATE ZIP CODE PHONE NUMBER DCITY DVILLAGE DOWN N AREST ROAD
Osceola, WI . 54020 ( 715 294-2857 Somerset 73nth_ Au_a
[xl New Construction Use Ix] Residential/Number of bedrooms R [ ] Addition to existing building
[ ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed,gpd/ft2 .6 trench,gpd/ft2
Absorption area required 900 bed,ft2 750 trench,ft2 Maximum design loading rate _5 bed,gpd/ft2 _6 trench,gpd/ft2
Recommended infiltration surface elevation(s)trenches 94.95-93.80 ft (as referred to site plan benchmark)
Additional design/site considerations alt. area trenches ® 93.55 & 92.35
Parent material pitted outwash Flood plain elevation,if applicable na ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for system El S 0 ES 0 ®S 0 ®S ❑U ❑S ®U ❑S [fU
SOIL DESCRIPTION REPORT _a6a/ 604// a
Depth Dominant Color Mottles Structure GPD/ft2
Boring # Horizon Texture Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. =-.3
:: 1
1 0-13 10yr3/3 none 1s 2msbk mfr cs 2m . 1
.............. 2 13-34 7. 5yr4/4 none sl 2csbk mvfr gw lm . 5 .6
Ground 3 34-52 7 . 5yr4/6 none is osg mfr gw if .7 .8
elev.
98.45 ft. 4 52-84 7 . 5yr4/6 none ms osg ml na na .7 .8
Depth to
limiting
factor
+84" /
Remarks:
Boring#
mamma 1 0-13 10yr3/3 none sl 2csbk mfr ciw lm . 5 C.S"
:> 2 :Iiii 2 13-42 7 . 5yr4/4 none sl 2csbk mvfr gw if . 5 .6
Ground 3 42-84 7 . 5yr4/4 none is osg mvfr na na . 7 .8
elev.
98.75 ft.
Depth to
limiting
factor
+84"
Remarks:
• CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av-y, ■, ew Richmond . 54017
Signature: ,, ��f/'r--,-� Date: 4-9-97 CST Number: m02298
1
PROPERTY OWNER Gary Gifford SOIL DESCRIPTION REPORT Page' 2 of,'3
PARCEL I.D.# 032-1014-10
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boixxiary Roots GPD/ft —
in. Munsell au.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
3
1 0-9 10yr3/3 none s1 2c'shk mfr rs ?f S -6
2 9-38 7.5yr4/4 none sl 2csbk mvfr gw if .5 .6
Ground 3 38-82 5yr4/4 none sue_ 2csbk mfr na na . 5 .6
elev.
97.05 ft.
Depth to
limiting
factor
+82
Remarks:
Boring#
gaum 1 0-8 10yr3/3 none s1 2_�sbk mfr cs if . 5 .6
:4.:... 2 8-31 7 . 5yr4/4 none sl , 2csbk _mvfr gw if . 5 .6
Ground - • 4 • • • • - • • ■ - na _7 _ 8
elev.
95.35 ft.
Depth to
limiting
factor
+76"
Remarks:
Boring#
1 J-10 , 10yr3/3 - none sl 2csbk mfr gw 2f . 5 .6
5 <.:::: 2 10-36 7 .5yr4/4 none sl 2csbk mvfr gw if . 5 .6
Ground 3 36-78 5yr4/4 none s1 2rshk mfr na na . 5 .6
elev.
95.1L5 -
Depth to - -
limiting
factor
+78"
Remarks:
Boring#
•
..................
.................
Ground
•
elev.
ft. -
Depth to -
limiting
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Gary Gifford 1554 200th Ave.
CSTM2298 SE4SE4 S5-T31N-R19W New Richmond, WI 54017
MPRSW 3254 town of Somerset (715) 246-6200
lot #3-csm
N
1"=40'
BM.= top of Z" pvc pipe @el. 100'
Alt. BM.= top of nail in Oak tree @ el.102.55'
7-/-)
L.
A fit
o (
NO 1° w
gb* 06
) '\/0" 1(1 3' moo' le ZOE
At.
Gary L. Steel
4-9-97
Parcel #: 032-1014-30-000 05/04/2007 03:55 PM
PAGE 1OF1
Alt. Parcel#: 05.31.19.80C 032-TOWN OF SOMERSET
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
O-WEBSTER, GARY A
GARY A WEBSTER
3604 LAYTON AVE N
LAKE ELMO MN 55042
Districts: SC= School SP=Special Property Address(es): *=Primary
Type Dist# Description *374 230TH AVE
SC 4165 OSCEOLA
SP 1700 WITC
Legal Description: Acres: 4.900 Plat: N/A-NOT AVAILABLE
SEC 5 T31N R19W PT SE SE BEING LOT 3 CSM Block/Condo Bldg:
11/3248 4.90 AC
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
05-31N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
9 Yp e
05/18/1999 603328 1427/177 TD
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/22/2003
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.900 57,500 0 57,500 NO
Totals for 2007:
General Property 4.900 57,500 0 57,500
Woodland 0.000 0 0
Totals for 2006:
General Property 4.900 57,500 0 57,500
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
ICI
558555 JJMAY7I997I / FILED 9
APR 291997 11 J u(00.0.6.... .. _.....,SURVEYOR'S RECORD c. ..'�'.yt�,u�ffp �0
CERTIFIED SURVEY MAP ti \7/
Located in the Southeast Quarter of the Southeast Quarter of Section 5, Township 31 North, Rang 9-* )-
West, Town of Somerset, St. Croix County, Wisconsin. / ��
Prepared for and at the request of:
OWNER: EAST QUARTER CORNER
Gary Gifford SEC. 5-31-19
452 280th Street (RAILROAD SPIKE-
Osceola, WI 54020 / ■
Drafted by: Kristi A. Eylandt to be recorded) / I I
NOTE: The parcels shown on this map are subject to State, County arid Township EAST LINE OF-441.- I
1
laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, THE NE 1/4 OF I
etc.). Before purchasing or developing any parcel, contact the St. Croix County THE SE 1/4 1
Zoning Office and the appropriate Town Board for advice. co 1
o I
BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE N I
200 0 200 SE 1/4 OF SECTION 5, TOWNSHIP 31 N., RANGE 19 W. 1 1
WHICH IS ASSUMED TO BEAR N 89'20'02" W. i I
I
GRAPHIC SCALE I
SCALE IN FEET: 1 inch = 200 feet II 11 I
NO TN UNPLATTED LANDS
36.71!...--:-, III 1
N 89'53'00" E 1306.20' -_ -� \\ 1
•x
Q l,i I 1269.49' -- %,'i1 1 1 1
Z i I I v NORTH LINE OF THE SE 1/4 OF THE SE 1/4 14.1.• :`+1/ I I
o'' ( beer iii Id
S e_2 .Ru n E- -1-. h o;
dl , N / Z o 16..1-- Ili �
zl \ s0 s�I► o�tu W� 1 Ico
e �+s LOT 4 a N
I ♦ z z a, I
x 3/ /4 9 '� TOTAL AREA: m iJ" v of I N
I O y 1,06Z299 SQ. FT. Q W . 1 o 11
I W ' ` i i"�'AID ' C 24.50 ACRES -m I i° 1� i
IT S-u ii F. N j AREA EXCLUD. R.O.W.; I I I 1 1 Iry
x O 1,034,890 SQ. FT. I ,n
I a �,;1 ., W ,. 23.76 ACRES _1 1 , i H 1 M
N i .`?. O' i 1 III
o f I < • e M p I l i in opl
x I ,MC ..� rw�"� 00 I fn ZI
•a0 • N i 1 I SI•I• d h `�J.§16.:. . ," 34.63..\^ i I 1 M i oI
w l� � � I i I w,
x N _-- - -N 89'43'32" W 979.17'- - --�� t l I i
it I t`I
I L. \I 326.39' 326.39' -- 291.76'- /T 3 1 z
o II 1 I i I I w 1 1 +� I
1 I. I i I i I ll1 '
I Z i co TOTAL AREA. , TOTAL AREA_, i • o 11 II to W
I 213,318 318 SQ. FT I 214,046 SQ. FT I • . o� I
I I V 4.90 ACRES I 4.91 ACRES ; • N I I o
I Q o, AREA EXCLUD. R.O.W.: ;.� AREA EXCLUD. R.O.W.; io ' o c0 I p . p 1 I I to WI cr) 204,010 SO. FT
1 I.
4.68 ACRES u�i i 4.693 ACRES U v . ? I l i I I�1
I I c V CO i (0 1 CO Lo I ^e 1.4,-)).:( : II�,I
I = I d'� fN . I I I I I
I 0 3 io ti� � l� iol I IICOI
N N LOTS �, N LOT 2 -. n
2,30 0.,,: I N II I
LOT 1°112 I
°k Fo I Fo I q / I ill I p I
1 in"� t` o o C� i 1 I
I
1 chi
M
II I I
tt! cn rn (n o0 I
01 1 c• I N 4 I R.O.W. I 111 I
I
•�I I Nl I 1 � 1 1 N 230th Ave 1 1 i l i l i
ICI / ,1 I / i7 , / /t / /t 1 I /
I I / // ----- ---1--j--are--N 89'32'55" Wi 11 ,'1272.55'---- -Ii / t- ,\ t I /
111 1 ,may- 1 , , r-f, II I li /
I Il fit__ 326.22' ----_i 1 L_ 326.33' ----_1 1` �- 326.33' --- _I 1,2= 293.67'i ant:,0, a, 'Fn
--326.14' __ . _--- 326.27'-- ,-- 726.2 - _ ._--- 326.27' --_ ' /
s.--c--, -- N 89'20'02" W 1304.95' %�'
230th Ave SOUTH LINE OF THE SE 1/4 OF THE SE 1/4 -- � I ''
N 89'20'02" W 2609.90' -- 1
OIX c,rjjUNTY
230 t h AVENUE SOUTHEAST CORN
� heansiv Planning
SOUTH 1/4 CORNER SEC. 5-31-19 �SEC. 5-31-1 9 (ALUM. CAPED Mpiny nd _`(ALUM. CAPPED MON.) UNPLATTED LANDS ,Comrnitt08
JOB ##96121 County Section Corner Monum If of recorded '
Prepared by: of Record I in 3O days of _O
A & E LAND SURVEYING approval date
Phone No. (715) 246-4319 • Set 1" x 24" Iron Pipe weighirsyproval shall be
109 East Third Street, P.O. Box 325 a minimum of 1.13 pounds per null and void
New Richmond, WI 54017 linear foot.
Sheet 1 of 2 ti
Vol. 11 Page 3248 ..,,,