HomeMy WebLinkAbout032-1024-70-000 ��� )) CST -)aa , - yl�
b�liscunsin Depa �
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Division of Industry - • .
OC1 2 9 2p21 SOIL EVALUA I T •Z Z 34/ 50f4 51" ,
In accord-nce with SPS 385,Wis. Adm. Code County
Attach complete site pla on pa ,nut less the St.Croix
pa( r{(?EX tl 1 ches in size. Plan must include. //� v.-r�0
but not limited to:vertical .nd h9J{zgp(atte r • '8.-- ":. : ),direction and percent slope, 4 Parcel I.D. �'Z��Q7i`(
scale or dimensions,non -.... . - . .cation and distance to nearest road. 032-1024-80-000 Refp2651
Please print all information. Revield by 4.4.76,
�I / Date
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). K h / z ( I ./
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Property Owner Property Location ❑
Nicholas&Jennifer Newton Govt.Lot NE Y. SE Y. S 09 T 31 N R 19 E (or) W
Property Owner's Mailing Address Lot* Block* Subd. Name or CSMA#
2234 50'"St. 03Z Na CSM Vol. 16,Pg.619
City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
Somerset I WI 154025 I (612)865-2919 I I Somerset 1222n°Ave
❑ New Construction Use: 0 Residential/Number of bedrooms 4 Code derived design flow rate 00 GPD
® Replacement 0 Public 9r commercial-Describe: �(
Parent material Glacial Outwash CL.k2"- Ona N't (. Flood Plan elevation d applicable sin ft. Z0l'�-t.- X-
General comments and recommendations: Site suitable for In-ground POWTS with 0.7 gpd/so/ft.design loading rate. Recommended system infiltrative
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surface elevation to be 87.50'. /3 z —3 L6� ) (o✓K ,
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1 Boring*
( El Boring I (f y
®Pit Ground surface elev.92.42 ft. Depth to limiting factor>106 in. ,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure liConsistence Boundary Roots GPD/Ft2 _
In. Munsell Du.Az.Cont.Color Gr.Sz.Sh. •EffA t •Eflk2
1 0-13 10yr3/3 none I 2fgr mvfr • as 2fmc 0.6 0.8
2 13-23 10yr4/4 none sil 2fsbk mvfr cs 2fmtc 0.6 0.8
3 23-30 7.5yr4/6 none Is Osg ml cs lvf 0.7 1.6
4 30-90 10yr4/6 none s Osg dl cis - 0.7 1.6
5 90-106 10yr5/4 none s Osg dl - - 0.7 1.6
El Boring
2 Boring N
OR Ground surface elev. 90_32 ft. Depth to limiting factor>104 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. •EflN1 •EflA2
1 0-7 10yr3/3 none I 2fgr mvfr as 2fmc 0.6 0.8
2 4 7-17 10yr4/4 none sil 2fsbk mvfr cs 2fmlc 0.4 0.8
•
3 17-36 7.5yr4/6 none Is Osg ml cw 1vf 0.7 1.6
4 36-82 10yr4/6 none s Osg ml cs - 0.7 1.6
5 82-104 10yr5/4 none s Osg oml - - 0.7 1.6
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Effluent#1 =BOD, >30 5 220 mg/L end TSS>3 5 150 mg/L ent 82=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Print) ignat e / CST Number
James K.Thompson ^ s 30021
Address Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 54020-5413 September 21,2021 (715)248-7767
SBD-8330(R04/15)
•
f ® Boring
3 Boring it
❑ Pit Ground surface elev.91.22 ft. Depth to limiting factor>107 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. 'Eft#1 'Eff#2
1 0-10 10yr2/1 none sil 2fgr mirk cw 2fmc 0.6 0.8
2 10-20 10yr4/4 none sl lmsbk mvfr cw 2fmlc 0.4 0.7
3 20-30 7.5yr4/6 none Is Osg ml cs 1vf,f 0.7 1.6
4 30-88 10yr4/6 none a Osg dl cs - 0.7 1.6
5 88-107 10yr5/4 none s Osg dl - - 0.7 1.6
•
❑Boring
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 GPO/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eft#1 •Eff#2
1-1 Boring# ❑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/Ft2 •
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 'Eft#2
•
•
•
•Effluent#1 =BOD, >30 s 220 mg/L and TSS> 30 s 150 mg/L •Effluent#2=BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L
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