HomeMy WebLinkAbout038-1021-90-200 (2) Unortharrow,21ocaio
1973
Wisconsin Department of Commerce 1NIMPORT Page 1 of 3
Division of Safety and Buildings accordance A.C.E.Soil&Site Evaluations
Attach complete site plan on paper 7slze. PI must County St.Croix
include,but not limited to:vertical a point M),direr on and
percent slope,scale or dimemsions, o nearest road. Parcel I.D.
038-1021-90-ow 2
Ple ase print all information. Re ' y D
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location
Ida Sandberg Govt.Lot SW 1/4 SE 1 S 4 T 31 NR 18 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# IrJ l
1060 Co. Hwy. H 2 CSM oe
City State Zip Code Phone Number City J Village 16 Town Nearest Road
New Richmond WI 1 54017 1 (715)248-3257 Star Prairie I Co. Hwy H
New Construction Use: 16 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement -j Public or commercial-Describe:
Parent material Glacial Drift Flood plain elevation,if applicable Na
General comments
and recommendations: Site suitablle for At-Grade. Recommend installing mound system with 6"sand lift to increase dispersal of
effluent into native soil. Construct system on 102.33'contour.
Boring# Boring
Pit Ground Surface elev. 102.37 ft. 43" in. Soil
Depth to limiting factor 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
1 0-10 1Oyr3/3 none sl 2fsbk mvfr cs 2f,1m 0.6 1.0
2 10-21 1Oyr4/3 none sl 2fsbk mvfr gw 2vf,fm 0.6 1.0
3 21-31 7.5yr4/6 none sl till 2msbk mfr cw 1vf,fm 0.6 1.0
4 31-43 7.5yr4/4 none scl 2fsbk mfr ci 1vf 0.4 0.6
5 43-60 7.5yr4/4 f2f 7.5yr5 sl 1 msbk mvfr ci 1 of 0.4 0.6
6 60-85 1Oyr5/6 none s Osg ml - - 0.7 1.6
a Boring# Boring
Pit Ground Surface elev. 96.98 ft. 50 in. Soil
�✓ Depth to limiting factor 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 1Oyr3/3 none sl 2fsbk mvfr cs 2f,1m 0.6 1.0
2 11-20 1Oyr4/3 none sl 2fsbk mvfr gw 2vf,fm 0.6 1.0
3 20-28 1Oyr3/6 none sl 2fsbk mfr cw 1vf,fm 0.6 1.0
4 28-50 7.5yr3/4 none sl 2f&msbk mfr ci - 0.6 1.0
5 50-83 7.5yr3/4 f2f 7.5yr5/8 Ifs 1 msbk mvfr - - 0.4 0.6
Saturated flow observed at W'.
Effluent#1 =BOD 30<220 mg/L and S>30<150 g/L ' ffl #2=BOD <30 mg/L and TSS<_30 mg/L
CST Name(Please Print) nature: CST Number
James K.Thompson e-,:z 3602
Address A.C.E.Soil&Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020 4/3/2006 715-248-7767
Property Owner Ida Sandberg Parcel ID# 038-1021-90-000 Page 2 of 3
3] Boring# Boring
1 Pit Ground Surface elev. 98.55 ft. Depth to limiting factor 46" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 1 Oyr3/3 none sl 2fsbk mvfr cs 2f,1 m 0.6 1.0
2 9-22 1Oyr4/3 none %I 2fsbk mvfr gw 2vf,fm 0.4 0.8
3 22-36 7.5yr4/6 none scl 2fsbk mfr cw 1vf,f 0.4 0.6
4 36-46 7.5yr4/6 none fsl 1csbk mvfr cw 1f 0.6 1.0
5 46-81 7.5yr4/4 f2f 7.5yr5/8 sl 1 csbk mfr - 1 vf,f 0.4 0.7
Horizon#5 contains inclusions of 1 msbk Ifs and 1 msbk sit.
F41 Boring# -- Boring r
Pit Ground Surface elev. 102.29 ft. Depth to limiting factor >63" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 1Oyr3/3 none sl 2fsbk mvfr CS 2f,1m 0.6 1.0
2 9-25 1 Oyr4/3 none ifs 1 msbk mvfr gw 2vf,fm 0.5 1.0
3 25-36 7.5yr4/6 none Ifs 1csbk mfr cw 1vf,fm 0.5 1.0
4 36-50 7.5yr4/6 none Is Osg ml gw - 0.7 1.6
5 50-63 1Oyr4/6 none Is Osg ml - - 0.7 1.6
Horizons#1 &2 contain approx.30%cobbles&Stones. Horizon#5 contains 1"bands of 1 Ory4/4 Ifs-soil application rate adjusted to reflect reduced
permeability of horizon due to banding.
F—I Boring# 1 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
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/L *Effluent#2=BOD5<..30 mg/L and TSS<30 mg/L
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VOL 21 PAGE 5203
KATffLEEN H. VNESH--�
CERWIED SURVEY MAP
REGISTER
T . CROIX CO. , WI
Located in part of the Southwest Quarter of the Southeast Quarter of RECEIVED FOR RECORD
Section 4, Township 31 North, Range 18 West Town of Star Prairie, St. Croix 05/11/2006 10i30AM
County, Wisconsin. CERTIFIED SURVEY MAP
REG FEE4 13.00
Bearings are referenced to the South line of the COPY FEE:
Southeast Quarter of Section 4, Township 31 N., PAGES: 2
Range 18 W. Which is assumed to bear N89'44'34"W.
West Line of the UNPLATTED LANDS
Southeast Corner — — — — — _ — �.
of Section 4
S89'44'34"E 1150.17'
471.93' \y 678.24'
O Center line House p , 0 Q
Z �/'
Q Q Ori ve way o o �a �,
CD
—j I F-1 o I co -Co ao 1 L07-2 ip coo
0� Z h I` ° LOT1 Septic ° o
U-1 4J LL' Fie/d iri 406.942 sq. ft. F-
M / 283.160 sq. ft. w 9.34 acres
F-i ( w�
00 6.50 acres oo 'n Excluding R.O.W
J Q(C) o- n Exuding R.O.W. a � 369.639 sq. ft. 0o
2 w I 250,893 sq. ft N r 8.48 acres � 1
Z 5.75 acres ,n- o
o 0 o 2: South Line of the
Z °
N001 5' ��.•` u) N t° Southeast 1/4 of tt of ui CQ1>
ui Section 4 HWY N" `ii..
P.0. 589 44 34 E� \ 8 '44' 4" j S89'44'34"E 678.24' .
678.24' n J�
.,\ N89'44'34"W 1150.17' COUNTY TRUNK HWY "H"
N89 44 34"W
159.03' --N89 4434'W 2618.40'-- 0, 1309.20' "
South Quarter UNPLATTED LANDS Southeast Corner of
Corner of Section 4 — — — — Section 4 T31N R18W
7--J1N R18W Found (Found 1 1/4" Rebar)
(Found Pinched Pipe)
LEGEND:
200 0 200 Denotes County Section Corner Monument
•..•..••.•.••Denotes Building Setback Line
GRAPHIC SCALE NO TH (50' From Right of Way)
SCALE IN FEET: 1 inch = 200 feet • Denotes Set 1"O.D. x 18" Iron Pipe
P
weighing 1.13 pounds per lineal foot
129; To 209: Slopes
d land use permit required for the �O% To 259: Slopes
disturbance e 10.000 it is sq. ft. or more of 129: ��
or greater slopes. This permit is applied for oil Test Location
through the St. Croix County Zoning office.
Note: The slopes and the locations of the
slopes shown an this drawing were not N
measured by normal survey methods. Slope
samples were measured with an electronic v�•� � .s �=
slope measuring device and the location and EMCEE.
extent of the slopes are on approximation only. \ SCHULTZ =�c
JOB # WI057SU212 Htl1KON,W) •� :
Prepared by. ��j •.•��,��` ,
4 To o�
Consulting Croup,Inc.
Phone No. (715) 246-4319 Prepared for and at the request of:
Fox No. 715 Ida Sandberg
( ) 246-3830 1060 County Road H
P.O. Box 325 New Richmond, WI 54017 '
New Richmond, WI 54017
Sheet 1 of 2 Drafted by. Erik Nesseth i
1 of 2 Vol 21 Page 5203
Parcel #: 038-1021-90-200 04/02/2008 12:11 PM
PAGE 1 OF 1
Alt. Parcel#: 04.31.18.93D 038-TOWN OF STAR PRAIRIE
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
06/23/2006 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-SANDBERG, IDA M
IDA M SANDBERG
839 210TH AVE
SOMERSET WI 54025
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description
SC 3962 NEW RICHMOND
SP 1700 WITC
Legal Description: Acres: 9.340 Plat: 5203-CSM 21-5203
SEC 4 T31 R1 8W PT SW SE CSM 21-5203 LOT Block/Condo Bldg: LOT 02
2
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
04-31N-18W SW SE
Notes: Parcel History:
Date Doc# Vol/Page Type
05/11/2006 825018 CSM
03/14/2001 640424 1601/91 TI
07/23/1997 485/542
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/27/2007
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 3.000 7,500 0 7,500 NO
PRODUCTIVE FORST LANDS G6 5.480 27,400 0 27,400 NO
COUNTY X3 0.860 0 0 0 NO
Totals for 2008:
General Property 8.480 34,900 0 34,900
Woodland 0.000 0 0
Totals for 2007:
General Property 8.480 34,900 0 34,900
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