HomeMy WebLinkAbout026-1058-10-200 E� csr�ae - I a-1
Wsconsin Depa 4 �sional �' Page 1 of 3
Division of Industry ices '' ���
JUN 16 2022 SOIL EVA 1 ' IN REPORT tf NL/ Not Ave.
._ro,x C0 a rd nce with SPS 385,Ws. Adm. Code County
St.Croix
Attach complete site pla on a, hn�(;kesttharl ches in size. Plan must include,
but not limited to:vertical rence point(BM),direction and percent slope, Parcel I.D.
scale or dimensions,north arrow,and location and distance to nearest road. 026-1058-10-200 Ref#2685
Please print all information. Revil by (/J 1 Date)))
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ti ) I 17(5 Z_
Property Owner Property Location ❑ '
Ronald Lewis Govt. Lot SE 'h SW % S 19 T 30 N R 18 E (or) W
Property Owner's Mailing Address Lot* Block* Subd. Name or CSM*
944 140T"Ave. 02 Na ' CSM Vol.30,Pg.6710
City State Zip Code Phone Number ❑City 0 Village ®Town Nearest Road
New Richmond I Wi 154017 I (715)790-4519 I I Richmond 1951'St.
0 New Construction Use:® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
® ReplacementSk ft. Qom^p 0 Publ c DDrr commer`ci�al—Describe: �/
Parent material Glacial Outwash ►"CP + SAAA, C Flood Plan elevation if applicable na ft. LO►4- )\,
General comments and recommendations: Site suitable for In-ground POWTS with 0.7 gpd/sq/ft.design loading rate. Recommended system infiltrative
surface elevation to be 93.00'&94.00'. Pressurization will be necessary to reach system elevation.
1 Boring SO
Boring
® Pit Ground surface elev.97.57 ft. Depth to limiting factor>110 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. •Ef1*1 •Eff*2
1 0-6 10yr3/3 none sl 2fgr mvfr cs 2fmlc 0.6 1.0 -
2 6-18 7.5yr4/4 none gris 0sg ml cs 2fmc 0.7 1.6
3 18-24 10yr4/4 none grcos 0sg ml cs 2flmc 0.7 1.6
4 24-40 10yr4/6 none s Osg ml cs - 0.7 1.6
5 40-51 10yr5/4 none s&gr Osg -dl gs - 0.7 1.6
51-110 10yr6/4 none s 0sg dl - - 0.7 1.6
2 Boring# 0 Boring
® Pit Ground surface elev. 99.72 ft. Depth to limiting factor>122 in.
Soil Application Rate
Honzon 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 0-10 10yr3/2 none Isl 2fgr mvfr cw 2fmlc 0.6 1.0
2 10-16 10yr4/4 none sl 2fsbk mvfr cs 2fmc 0.6 1.0
3 16-29 7.5yr4/6 none sl 2fsbk ml cw 2flmc 0.6 0.8
4 29-37 7.5yr4/6 none gr Is 0sg ml cs 2vf,f 0.7 1.6
5 37-60 10yr4/6 none s Osg ml gs - 0.7 1.6
6 60-122 10yr5/4 none s Osg dl - - 0.7 1.6
•Effluent*1 =BOD,>30 5 220 mg/L nit TSS> s 150 •E ent*2=BOD,>30 5 220 ng/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signal CST Number
James K.Thompson ce?-� 30021
Address ate Evaluation Conducted 0 Telephone Number
340 Paulson Lake Lane.Osceola,WI 54020-5413 June 6,2022 (715)248-7767
SBD-8330(R04/15)
.,
3 Boring ft (0 Boring
❑Pit Ground surface elev.97_29 ft. Depth to limiting factor>109 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. •Ef#1 •Effar2
1 0-12 10y3/2 none I 2fgr mvfr cw 2fmlc 0.6 1.0
2 12-18 10yr3/4 none sl 2fsbk mvfr cw 2fmc 0.4 0.7
3 18-38 7.5yr4/6 none sl 2msbk mvfr cw 2f1mc 0.6 0.8
4 38-48 10yr4/6 none gr Is Osg ml cs 1f 0.7 1.6
5 48-68 10yr4/6 none s Osg ml gs - 0.7 1.6
6 68-109 10yr5/4 none gr s Ossg dl - - 0.7 1
6
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. •Eftrr1 •Effr«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. •EIfk1 •E1far2
•Effluent#1 =BOD,>30 5 220 ng/L and TSS>30 5 150 mg/L •Effluent M2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L
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