HomeMy WebLinkAbout022-1033-39-010 ,..urw� 1i 4 C$1 - `) I - 1° 2-
..- Department of SOIL EVALUA s ` 'ri ' l a #2037
_ - Safety�9 R 3 0 ---. in accordance with Com1 :5, • • .C••7 Page 1 of___4__
�= Professional Services
,� �' Schmitt Soil Testing, Inc.
Attach complete site plan on paper not lose tttgffil x-2l eches in size. Plan must St.Croix
include,but not limited to:wAieetandli6fizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel ID-
Part of: -1033•8 498•
Please print all Information. ��/----- I 1 a/p
Personal information you provide may be used for secondary purposes(Privacy Law,a. 15.04(1)(m)). R/1_„ ! .1 / I �1/ t f i i
Property Owner Property Location fffIIYGGG I
Liddle,Vem&Kelly Govt.Lot NE1/4, NE1/4, S12,T28N, R18W
Property Owners Mailing Address Lot• Block I Subd.Name or CSMII
475 Division Ave. O I CSM Pending Approval
City State Zip Code Phone Number • City r 1 Village 7 Town Nearest Road
Roberts l WI 154023 i 715-760-1010 Kinnickinnic I 147Th Ave/Cty Rd N
New Construction Use: 1,, Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement r, Public or commercial-Describe: -- -- -
//Parent material Sandstone Residuum(Boone loamy fine sand) Flood plain elevation,it applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 97.5'based off the contour line established at 97.0'. Slope of area is 2%.
and recommendations: Depth to limiting factor is 30'.
Zct\iE X
1 Borings Bor rig
[.:Pit Ground surface elev. 97.0 ft. Depth to limiting factor 30 In. Soil Application Rate
Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence Boundary Roots GPD/lt'
in. Munsell Qu.Si.Cont.Color Gr.Sz.Sh. •EIg1 'ElN2
1 0-10 10yr3/3 none fsl 2fsbk mvfr as 2f 0.4 0.8
2 10-17 10yr4/6 none fsl 2msbk mvfr gw if 0.4 0.8
3 17-30 10yr5/6 none fs 0sg ml gw — 0.5 1.0
4 30-44 10yr7/3 rn2d 10yrE//16 fs Osg ml gw — 0.5 1.0
5 44 M 1 IW2
58 10yr7/3 m2d r6/2 8 fs Cemented mvfi —_ 0.0 0.0
,
2 Boring s ill Boring
[:j Pit Ground surface elev. 97.0 ft. Depth to limiting factor 35 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
In. Munsell Ou.Sz.Cont.Color Gr.Sz. Sh. 'EMI 'E1W2
1 0-12 10yr3/3 none fsl 2fsbk mvfr as 2f 0.4 0.8
2 12-26 10yr4/6 none fsl 2msbk rrwfr gw if 0.4 0.8
3 26-35 10yr5/6 none grfs 0sg ml cs lvf 0.5 1.0
4 35-48 i0yr4/4 m2d 110yr6/1 9 fs OW ml as --- 0.5 1.0
5 48 64 10yr7/3 m2d10y1r6//22 fs Cemented mvfi -- -- 0.0 0.0
•Effluent p1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L •Effluent•2.BOD5<30 mg/L.and TSS<30 ng/L
CST Name(Please Print) Signature CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing. Inc. Date Evaluation Conducted Telephone Number
1595 72nd St New Richmond,WI 54017 4/17/2020 715-780-1978
seaslw ntotaol
Property Owner fiddle,Vern&Kelly Parcel lD o Part of: 022-1033-40-200 Pape 2 of 4
3 Boring* I_.. Boring
Pit Ground surface elev. 96.5 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color i Redox Description Texture Structure !Consistence Boundary Roots GPD/ft'
in. Munsell 1 Qu.Sz. Cont.Color Gr Sz.Sh. 'EIDM 'EVN2
1 0-14 10yr3/3 none fsl 2fsbk mvfr as 2f 0.4 0.8
2 14-30 10yr4/6 none fsl 2msbk mvfr gw if 0.4 0.6
3 30-45 10yr6/4 ._.._ 0yr6/2 fs 0sg ml as — 0.5 1.0
4 45-64 10yr7/3Oyr61 fs Cemented mvfl — -- 0.0 0.0
4ftg 0 Boring
Pit Ground surface elev. 90.25 ft. Depth to limiting factor 19 in. Soil Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/M
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EMI 'EIM2
1 0-10 10yr3/3 none fsl 2fsbk mvfr as 2f 0.4 0.8
2 10-19 10yr6/4 none 1st 2msbk mvfr gw if 0.4 0.8
3 19-30 10yr7/3 10yr6/2 fs 0sg ml as — 0.5 1.0
4 30+ 10yr7/3 SANDSTONE — Cemented — — — 0.0 0.0
I
❑Boring
Boring a Pit Ground surface elev. ft. Depth to limiting factor in.�� Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAN
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. ' 'EIW 'EIrs2
. _____,_- -- -
'Effluent Al = BODS>30<220 mg/L and TSS>30<-150 mg/L 'Effluent M2=BOD5<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 60S-266-3151 or TTY 608-264-8777.
sm.srw(11.mmo) Schmitt Sol TesMq,Inc.
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CSm- aoa 1-63g MAY 03 2021
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 12,TOWNSHIP 28 NORTH, RANGE 18 WEST,
TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN;
INCLUDING LOT 1, CERTIFIED SURVEY MAP, VOLUME 8, PAGE 2321, DOCUMENT NUMBER 466655.
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2 O J J I I I ^. 8-1 $67,030-.,it,'
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VERTICAL CONTROL DATUM: NAVD 1988
of 12 (t I n�‘ ,..EID i z 4( I CII
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Q =I't x I,+� 14( I 0 T//3 Io / " / fn�/1 PREPARED FOR:
r yy �II1 I{ I 1 0 / LOT 7/�' / 1I k 1 eV VERN&KELLY LIDDLE
( C]1 J w�33. 33' ) \ 3 5 7 QED , `I , ,, rA 475 147TH STREET
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,NI�/r}/I ^I cN. 0 R� ') w •1i �� ROBERTS,WI 54023
(1--� lJ -I 88.tiew 0 9 p F . P v SURVEYOR:
\� \ f pCI�ES ' ( ( I 110 �a DOUGLAS J.ZAHLER
'�\ 1 J �' �� — l ! -_, L AUTH CONSULTING&ASSOC.
1 I " I (` - - NO 0-I 2920 ENLOE STREET SUITE 101
j �Y i ( (S. / -I- — MCA-.r 74/,31 SQ FT. NA u,
�� , ; ,� N \ Z HUDSON,WI 54016
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/7 /1/// Iv1 �t / ` '`) / /�/ I (I LEGEND
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I 1 // // 3 r . i1f 3 1 S FOUND COUNTY SECTION CORNER MONUMENT
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( /^I II`) c / ✓ ' r • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE
J,1 ! j/ AI 1 �' J f '1 0 SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG
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/ ' -� I IRON PIPE,WEIGHING 1.13 LBS. PER LINEAR FOOT
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/j / 1 (N88°46'50"W 521.6T) 1 i ( ) PREVIOUSLY RECORDED INFORMATION
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