HomeMy WebLinkAbout032-1054-20-300 •
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� ,.�.� Depatl4jEC-E �`5F PyALU rt ?=ti . #2170
' _ . tl►. Safe y an in accordance with Comm 85,Wis.Adm.Code - Page 1 of 4
M Professional Services. G '0 2 2021 Schmitt Soil Testing,Inc.
'�w...s County
Attach complete site plan on paper 02t less than 8%x 11 inches in size. Plan must St. Croix
include,but not limited to:ve'tical ani6trdrif9NtahRJibib(tce port(BM),direction and
percent slope,scale or dime siaranretth1iyclieaed taaatieb aed distance to nearest road. Parcel I.D.
Please print all information. part of: 032-1054-20 446 30 0
Re paved By�4' I D
Personal information You provide may be used for secondary purposes(Pr*raq Law.s.15.04(1)(m)). (�J G�� S�/Z/2/
Property Owner Property Location {/
KJ Homes LLC Govt.Lot NE1/4, NE1/4, S21,T31N, R19W
Properly Owner's Mailing Address Lots Blodc s 1 Subd.Name or CSM# eve �^ 7�36
8427 Upper 48th Street 2
City State Zip Code Phone Number i ' City r 'Village ' ' Town Nearest Road
Oakdale 1 MN 155128 1 651-235-6760 Somerset I Cty Rd I
New Construction Use: - .. Residential/Number of bedrooms - 4 -- Code derived design flow rate 600 GPD
Replacement Public or commercial-Describe:
Parent material Outwashiplainfield loam r_sand) Flood plain elevation,if a ble X.
_NA ft.
General comments Area is suitable for a conventioanl system with a 0.7 gpd/sqfl rate. Possible system elvation for Area 1 is(High trench)97.30'(Low
and recommendations: trench)96.60'. Slope of area is 9%.
1 Borings • -Boring
Pit Ground surface elev. 100.80 ft. Depth to limiting factor 96+ - -in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD4ti
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Ertat •Effa2
1 0-10 10yr3/4 none sl 2fsbk mfr as 2c,2vf 0.6 1.0
2 10-28 10yr4/6 none sl 2msbk mfr cs 2f,2vf 0.6 1.0
3 28-96 10yr6/4 none grs Osg ml — — 0.7 1.6
I
1
2 Boring U
Boring
••.Pit Ground surface elev. 100.80 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description I Texture ,' Structure Consistence Boundary Roots GPD/R'__
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •EUat •ERf2
1 0-40 10yr3/4 none sl 2fsbk mvfr as 2m,2vf 0.6 1.0
g0oft-_
2 14-35 10yr4/6 none grls t mvfr gw 2f,2vf 0.6 1.0
3 35-96 10yr6/4 none grs Osg ml — ---- 0.7 1.6
•Effluent M1 =BOD5>30<220 m9/L and TSS>30< 150 mg/L aO0n nd TSS<30 mg/L 5
CST Name(Please Print) Signature: CST Number
ThomasressJ. Schmhmitt 227429
— -
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 7/29/2021 715-760-1978
SBU-1330(R 0 100)
Property Owner KJ Homes LLC parcel ID A part of: 032-1054-20-110 Page 2 of 4
Boring
' 3 Boring# Pit Ground surface elev. 97.80 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon I Depth ' Dominant Color Redox Descrption Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Si.Sh. *BM •Elfa2
1 0-7 10yr3/3 none sl 2fsbk mvfr as 21,2vf 0.6 1.0
2 7-18 10yr4/3 none sl 2msbks mfr 9w 2vf 0.6 1.0
3 18 32 7.5yr5/6 none gr15 16i61c mvfr as lvf 0.7 1.6
4 32-96 10yr6/4 none grs 0sg ml -- 0.7 1.6
Boring
Boring Si 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/R`
in Munsell Qu Sz.Cont.Color Gr.Sz.Sh 'Ellis •E11#2
•
I Boring
Boring# Pit Ground surface elev. ft. Depth to limiting(actor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIR
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'East 'EIM2
•Effluent#1 =BOD5>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.
5111)4330(Ro7/00) Schmitt Sat Testing,Inc.
Page 3 of 4
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CERTIFIED SURVEY MAP
PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE SOUTHEAST QUARTER OF
THE NORTHEAST QUARTER OF SECTION 21,T31N, R19W,TOWN OF SOMERSET,ST. CROIX COUNTY,WISCONSIN;
BEING LOT 2 OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1666.
LEGEND
Q, SOIL BORING fijI FOUND COUNTY SECTION CORNER
ALUMINUM CAPPED MONUMENT
BUILDING SETBACK LINE
FRONT: 50 FEET • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE
SIDE: 10 FEET
REAR: 25 FEET 0 SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG
IRON PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT
— —940- — INDEX CONTOUR
( ) PREVIOUSLY RECORDED INFORMATION
- - - INTERMEDIATE 2-FOOT CONTOUR
........................... . .
C.B.A. CONTIGUOUS BUILDABLE AREA (' C III \,\� �I/I /
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