HomeMy WebLinkAbout030-2067-80-000 (2) • CST -131G — a-fi
Wisconsin Department of Safety and Professional Services f Page 1 of
Division of Industry Services Q p
SOIL EVALUATION REPORT •' ( ! g;,�d;c,,, fcyj5 Rol
0 C T 08 2019 In accordance with SPS 385,Ws. Adm. Code Countyt
St.Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,
but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D.030-Z04-7- WO-do°
scale or dimensions,north arrow,and location and distance to nearest road. .Z4 - Ref#2538
Please print all information. Rev��(ied by Dat/q
Personal information you provide may be used for secondary purposes(Privacy Law,S. 15.04(1)(m)). Oe i lkh(. / I b/ ?/Z Z-
Property Owner Property Location SE s C Ld
Andy 8 Kristin Palmer Govt. Lot Gov't Lot 4 Y Y S 35 T 30 N R 20 E (or) W
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
199 Riverview Acres Rd. Na Na Na
City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
Hudson I WI 154016 I (651)734-5925 I I St.Joseph I US Hwy 35
❑ New Construction Use:❑ Residential/Number of bedruurrn a Code derived design flow rate 450 GPO
® Replacement 0 Publ' or mercial-Qe
Parent material Glacial Outwash �o ,r/i- '-Dar Flood Plan elevation if applicable na ft. �-a�-
General comments and recommendations: ile suitable for In-ground POWTS with 0.4 gpd/sq/ft.design loading rate. Recommended system infiltrative
surface elevaton to be 100.00'. Existing dispersal cell(infiltrative surface elev.s= 100.25', 100.75'& 101.25'),to be removed and excavated to clean native
soil,12"minimum of ASTM C-33 san p a an new r s
❑Boring
1 Boring#
® Pit Ground surface elev. 103.15 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.
'Etf#1 Eff#2
1 0-8 10yr3/2 none sit 2fgr mvfr cs 2fmlc 0.6 0,8
2 8-28 10yr4/4 none aid if&msbk mvfr cw 2fmc 0.2 0.3
3 28-37 7.5yr4/6 none gr Is 0sg ml gw lvf,fm 0.7 1.6
4 37-51 10yr4/6 none gr s gsg ml cw - 0.7 1.6
5 51-104 10yr4/4 none Ntgrs 0sg ml - - 0.5 1.0
2 Boring# ❑ Boring
® Pit Ground surface elev. 105.00 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.
'Elf#1 'Eff#2
1 0-18 mixed none sl/sil fill 0 mvfr ai 3fmc 0.0 0.0
2 18-30 10yr4/4 none sil lfsbk ds cw 3fmc 0.4 0.6
3 30-50 10yr4/6 none sil 2msbk dsh cw lfmc 0.6 0.8
4 50-67 10yr4/6 none sil lmsbk dsh cw lfm 0.4 0.6
5 67-83 7.5yr4/6 none gr Is 0sg dl gw - 0.7 1,6
6 83-107 10yr4/4 none strat. osg dl - - 0.5 1.0
Ifs/Is/grs —
•Effluent#1 =BOD,>30 5 220 _ and TSS>4 r s 150 m •Effluent#2=BOO,>30 s 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Sig .lure CST Number
James K.Thompson • -. • YYY�\� S.______ 30021
Address Date Evaluation Co ducted Telephone Number
340 Paulson Lake Lane,Osceola,WI 5402 0-541 3 July 22,2019 (715)248-7767
SBD-8330(R04/15)
73 1 Boring ifEl Boring
L. ❑Pit Ground surface elev. 103.17 ft. Depth to limiting factor>98"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 0-10 10yr3/2 none sil 2fgr dl cw ffm 0.6 0.8
2 10-30 10yr4/4 none sl 2fsbk mvfr cw fvf,fm 0.6 1.0
3 30-42 7.5yr4/6 none gr Is Osg ml cw 1vf,fm 0.7 1.6
4 42-60 10yr4/6 none gr s Osg ml gs - 0.7 1.6
5 60-98 10yr/4 none _strat grs Osg ml - - 0.5 1.0
•
B IS Boring
oring
❑Pit Ground surface elev. W 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 •Efl#2
B El 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.
'EfM1 'EfM2
'Effluent#1 =BOO, >30 5 220 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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