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Attach complete site plan on aper not less than lit' 11 inches n size. Plan must St.Croix
include,but not limited to:ve :I and hprizonlal : •-.• y.,. BM),direction and Parcel t p
percent slope,scale or dimen.'.ns, Jirrow,:,.•/.•-: •n and distance to nearest road.
Corn 032-1059-90-300
Plea- all Information. R .�n.�-f 1 Il 1 /)
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). evi/,(, By Ul 11� I 1 Da /- 7/ - -2-
Property Owner Property Location j((��/lc rY^ 7it.� l/ 1
Carlson, Elliot L. Govt.Lot SE1/4,SE1/4,S22,T31N,R19W
Property Owner's Mailing Address - - Lot I Blodt I Subd.Name or GSM, I , 3 y�
2517 86th Ave. 6 �1
City State Zip Code Phone Number Li City Whigs ' Trim Nearest Road
Osceola 1 WI l 54020 l 651-263-9792 Somerset 1 57Th St.
L New Construction Use: VI Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial-Describe:__
Parent material Outwash (Onamia Series) Flood plain elevation,if applicable ft.
General comments Area is suitable for an At-Grade system. System elevation is 96.43'based o l the contour line established at 98.43'. Slope of area
and recommendations: is 5%. Depth to limitltng factor is 40'.
1 Borkl9 s !-;Bamg
Li Pk Ground surface elev. 98.93 ft. Depth to limiting factor 54 in. Sod Appdcatlon Ray
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/N
In. Munsell Qu.Sz.Cont.Color Gr Sz. Sh. 'Mt `Etld2
1 0-13 10yr3/3 none sit 2fsbk mvfr as 1vf 0.6 0.8
2 13-19 10yr5/3 none sit 2msbk mfr 9w lvf 0.6 0.8
3 19-31 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0
4 31-54 10yr5/6 none Ifs lcsbk mvfr as - 0.5 1.0
5 54-64 10yr5/4 r 5, y 2'6 grcos 0sg ml cs - 0.7 1.6
6 64-72 10yr5/4 m2d 7.5yr6/8 7.5yr6/2 grcos OWml as - -- 0.7 1.6
7 72-80 10yr5/3 &A 7.5yr6/8 7.5yr6/2 sit lmsbk mfr - - 0.4 0.6
2 Balms ❑Borhp
f Pit Ground surface elev. 97.05 ft. Depth to limiting factor 50 In. Soil Application Ray
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Root' GPDm
In. Munsell Qu.Sz.Cont.Color Gr Sz. Sh. 'Ent 'ERN
1 0-10 10yr3/3 none sit 2msbk mvfr as 1vf 0.6 ' 0.8
2 10-16 10yr5/3 none sl 2msbk mfr gw 1vf 0.6 1.0
3 16-28 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0
4 28-50 10yr5/6 none Ifs lcsbk mvfr as - 0.5 1.0
5 50-64 10yr5/4 c2d 7.5yr6/6 7.5yr6/2 grsl lmsbk mfr rs - 0.4 0.7
6 64-72 10yr5/3 m2d 7.5yr6/8 7.5vr6/2 sit imsbk mfr - 0.4 0.6
.Effluent 01 =BOD 5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BOD5<30 rng/L and TSS<30 mg/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 722/2021 715-760-1978
SBD4330 IR 07,001
'Property Owner Carlson, Elliot L. Parcel ID# 032-1059-90-300 Page 2 of 4
Bonng
3 Boring# pit Ground surface elev. 97.43 ft. Depth to limiting factor 40 in.
Soil Application Rate
Horizon i Depth i Dominant Color i Redox Description [Texture Sb ours Consistence Boundary Roots GPD/R'
in. Munsell Qu. Sz.Cont.Color Gr.Sz.Sh. 'Mill •Efie2
1 0-10 10yr3/3 none j sit 2mgr mvfr as 2vf 0.6 0.8
2 10-16 10yr5/3 nonef sit 2fsbk mfr gw lvf 0.6 0.8
3 16-24 10yr4/4 none sl I 2msbk mfr 1 gw lvf 0.6 1.0
4 24-40 10yr5/6 none Ifs lcsbk mvfr 1 as ---- 0.5 1.0
5 40-54 10yr5/4 m2d 7.5yr6/6 grs1 Om mfr cs - 0.2 0.6
6 54-64 10yr5/4 m2e r6/2/8
7.Syr6/2 grooS 0s9 ml - - 0.7 1.6
1
4 Borings Boring
Pd Ground surface elev. 96.95 --it. Depth to limiting factor 54 in. Soil Application Rats
Horizon Depth Dominant Color ' Redox Description I Texture i Structure Consistence Boundary Roots GPDAI'
in. Munsell Qu Sz Cont Color ' Gr.Sz. Sh. 'Filet •E1Al2
1 0-12 10yr3/3 none sit 2mgr mvfr as lvf 0.6 0.8
2 ; 12-21 10yr5/3 none sit 2msbk mvfr I gw lvf 0.6 0.8
3 121-37 10yr4/6 none SI lmsbk mfr gw lvf 0.4 0.7
4 37-54 7.5yr5/6 none grs 0sg ml as - 0.7 1.6
m2d 7.5yr6/6
5 54-72 10yr5/3 7 5yr6/2 SII 2msbk mfr - 0.6 0.8
5 Borings Bonng
Pit Ground surface elev )-)a _ft Depth to limiting factor 51 le. Sod Application Rate
Horizon ` Depth I Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPDAI'
in. Munsell Qu Sz Cont Color Gr.Sz Sh. 'EMI •ERa2
1 0-14 10yr3/3 none i sit 2msbk mvfr as 2vf 0.6 0.8
2 14-21 10yr5/3 none sit 2msbk mfr gw lvf 0.6 0.8
3 21-30 7.5yr4/6 none sit 2msbk mfr 9w 1vf 0.6 0.8
4 30-51 10yr5/6 none Ifs lcsbk mvfr cs - 0.5 1.0
5 51 63 10yr4/6 c2d 77.5yr6/5 lmsbk mfr as --- 0.4 0.7
7.5w6/2 sl
6 63-74 10yr6/4 m2d /8
7.Syrw6/26/2 $ 0sg ml as 1 0.7 1.6
_
7 74-84 10yr5/3 m27 5� /8 sit lmsbk mfr ---- 1 0.4 0.6
•Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=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 formal,please contact the department al 608-266-3151 or'n Y 608-264-8777.
SBD.1330 0.07/00) Schott Sol Testing,Inc
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