HomeMy WebLinkAbout038-1097-60-000 cs. a�a - y�8
Wisconsin Department of S /i/ Page 1 of 3
Division of Industry Services n ��� f
llUt�il AL • • 'g.i • - '• 1
NO V 0 a igitiance h SPS 385,Ws. Adm. Code County
St.Croix Co.
Attach complete site plan on per not less than 8 1/2 x 11 in in size.Plan must include,
but not limited to:vertical and orizontal referent pont 8M►,di ion and percent slope, Parcel I.O.
scale or dimensions,north arrow,and location tiittatio4ttiwIrtoarest road. 038-1097-60-000 Ref#2665
Please print all Information. Rev!�')wed by I, / Date
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). !+�Lei 1k 1 7/�I® 2
Property Owner Property Location
Scott Berget et. al. Govt.Lot SE V. SE Y. S 23 T 31 N R 18 E (or) W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
1359 Awatukee Tr. Na Na Na
City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road
Hudson WI 54016 I ( ) I I Star Prairie I Site Add.:201x Co.Rd.CC.
® New Construction Use: ® Residential/Numberofbedrooms 4 Code derived design flow rate OD GPD
0 Replacement ❑Public or commercial—Describe: �/
Parent material Glacial outwash 54 5 e'I eS Flood Plan elevation if applicable g ft. ZO uL XC ,
General comments and recommendations: Site suitable for in-ground POINTS with 0.7 gpd/sgl(U soil loading rate. Recommended sysem elev.=92.50'.
❑Borng
L, Boring#
® Pit Ground surface elev 99 45 ft Depth to limiting factor>125"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Eff#1 'EtT#2
1 0-10 10yr3/3 none sI 2fgr mvfr cs 2vf,fm 0.6 1.0
2 10-23 10yr4/6 none sl 1 msbk mvfr cw 2vf,fm 0.4 0.7
3 23-38 7.5yr4/4 none Is Osg ml cw lvf,.fm 0.7 1.6
4 38-48 7.5yr4/6 none gr Is Osg ml ow 1vf,f 0.7 1.6
siVls
5 48-61 10yr5/4 none tongues lmsbk/Osg mfr/ml ai 1vf,f 0.4 0.6
6 61-125 10yr5/4 none s Osg dl - - 0.7 1.6
2 J Boring# ❑Boring
®Pit Ground surface elev.99.20 ft. Depth to limiting factor>120"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
•Eff#1 'Eff#2
1 0-15 10yr3/3 none sl 2fgr mvfr as 2vf,fm 0.6 1.0
2 15-30 10yr4/6 none sl 1 msbk mvfr cs 2vf,fm 0.4 0.7
3 30-66 10yr4/4 none siUls 1msbk/Osg mfr/ml ai 2vf,fm 0.4 0.6
tongues
4 66-120 10yr4/6 none s Osg ml - - 0.7 1.6
•Effluent#1 =BOD,>30 5 220 mg/L a d TSS> 5 150 mg/L uegt#2=BOD >30 5 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Print) ' igna re `f CST Number
James K.Thompson — 30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 October 26,2021 (715)248-7767
SBD-8330(R04/15)
63 Boring# ❑Boring
®Pit Ground surface elev 9927 ft. Depth to limiting factor>122"in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
•Eff61 "VW
1 0-16 10yr3/3 none sl 2fgr mvfr aw 2fmc 0.6 1.0
2 18-30 10yr4/4 none sl lmsbk mvfr cw 2vf,fm 0.4 0.7
3 30-40 7.5yr4/4 none gr Is Osg ml cw 1vf,fm 0.7 1.6
4 40-66 10yr5/4 none sil/Is lmsbk/osg mfr/ml ai 1vf,f 0.4 0.6
5 66-94 10yr4/6 none s Osg ml as 1vf 0.7 1.6
6 94-122 10yr5/4 none grs Osg ml - - 0.7 1.6
S ft Boring
onng
❑Pit Ground surface elev._ft Depth to limiting factor_in.
Soil Application Rate
1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. •EfTrr1 •Ef#2
Boring# ❑Boring
0 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/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
•Etf81 •ER+ti2
•Effluent#1 =BOD, >30 s 220 mg/L and TSS> 30 s 150 mg/L •Effluent#2=BOD. >30 5 220 mg/L and TSS>30 s 150 mg/L
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