HomeMy WebLinkAbout040-1149-20-000 (2) Wisconsin Depart nt of Safety and Professional Se s Page 1 of 2
Division of Industry rervicesAUG 18 2020 (•
SOIL EVALUATION REPORT Z 7f 5 GvL Rd
St. Croix Lountyn accor nce with SPS 385.Wis. Adm. Code County
Attach complete site p inches in size Plan must include. ST Croix
but not limited to-vertical and horizontal reference point(BM).direction and percent slope. Parcel I.D
scale or dimensions.north arrow.and location and distance to nearest road 040-1149-20-000
Please print all information. Re wed by//,, ' - Datt /l
Personal information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) 5t tut �L.(�Y�7 C l I G//Z/ ZZ
Property Owner Property Location: ��,//l ��' ��_ / 11
Carpenter Nature Center Govt. Lot SE 1 SE % S 13 T 28 N R 20 W
Property Owner's Mailing Address Lot# Block# Subd Name or CSM# 1a
TBD S Cove RD
City State Zip Code Phone Number ❑City ❑Village ❑D Town Nearest Road
Hudson IWI 154016 I I I Troy I S Cove RD
ID New Construction Use-ID Residential I Number of bedrooms Code derived design flow rate 1485 GPD
❑ Replacement IN Public or commercial- Nature Center with limited event venue
Parent material Loamy ariii over sandy/graveily outwas (Dakota L 1'loodplain elevation if applicable NA tt Zo1^Me_
General comments and recommendations'. Recommend minimum 6'sand-h6 POWTs mound on 10000 contour win 06epdif2 loedhng fete
LF=31-(Redoumorpnic Feeturee)
❑Boring
1 Boring# I]Pit Ground surface elev 100.50 It Depth to limiting factor 36 in
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft'
In Munsell Qu.Az.Cont.Color Gr.Sz Sh 'Eff#1 'Eff#2
1 0-10 10YR 2/2 - I-sl 3fgr mfr gw 3f-vf 0.6 0.8
2 10-22 10YR 3/3 - sl 2msbk mfr-mfi gw 1f-vf 0.6 1.0
3 22-36 10YR 4/4 - scl lcsbk mfr gw 1vf 0.4 0.6
4 36-44 10YR 4/4 m2d 7 5YR 4/6 d 10YR 52 Is 1 csbk mfr aw - 0.7a 1.6a
5 44-89 10YR 5/4 - cos Osg loose gw - 0.7a 1.6a
6 89+ 10YR 5/3 - fs Osg loose - - 0.5 1.0
'Soils in horfz7n 6 were completely saturated
2 Boring# ❑Boring
IN Pit Ground surface elev 98.90 ft Depth to limiting factor 31 in
Soil Application Rale
Honznn Depth Dominant Color Redox Description Texture I Shutt're C.nnsistenco Boundary Roots If GPDIFt'_______
In. Munsell Qu Az. Cont Color Gr Sz Sh 'Eff#1 'Eff#2
1 0-10 10YR 2/2 - sl 3fgr mvfr gw 0.6 1.0
2 10-19 10YR 3/2 - I 2fsbk mfr cw 0.6 0.8
3 19-31 10YR 4/4 - sl 1 msbk mvfr gw 0.4 0.7
4 31-38 10YR 3/6 13p 7.5YR 4/6 d 10YR 5/2 s Osg loose aw 0.7a 1.6a
5 38-52 7.5YR 3/4 m3p 7.5YR 4/6 a 10YR 62 cos Osg loose gw 0.7a 1.6a
6 52-104 7.5YR 3/4 m1f 7.5YR 5/8 cos Osg loose - 0.7a 1.6a
' Effluent#1 =BOD, >30 s 220 mg/L and TSS>30 5 150 mg/L ' Effluent#2=BOD. >30 s 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signature CST Number
Ryan Bechel SP-111500001
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 06/11/20 (651)327-0074
SBD-8330(R04/15)
.
❑Boring
3 Boring# ❑� PitGround surface elev.100.98 ft Depth to limiting factor 38 in
Soil Application Rate
Honzon Depth Dominant Color 1 Redox Descnption Texture Structure Consistence Boundary Roots GPD/Fit_
In. MunseII Ou Az Cont Color Gr Sz Sh •Eff#1 'Eff#2
1 0-8 10YR 2/2 I 2fgr mfr gw 2m-vf 0.6 0.8
2 8-23 10YR 3/3 - sl 2fsbk mfr gw 2f-vf 0.6 1.0
3 23-38 10YR 4/4 - s Osg loose gw 1f-vf 0.7a 1.6a
4 38-55 10YR 3/6 f3p 7.5YR 4/6 a 1oYR 5/1 Is lcsbk mvfr aw - 0.7a 1.6a
5 55-78 10YR 3/4 m1f 7.5YR 5/8 cos 0sg loose gw - 0.7a 1.6a
6 78+ 10YR 5/4 m1f 10YR 5/8 is 0sg loose - - 0.5 1.0
4 Boring# El Boring 98.65 34
❑� Pit Ground surface elev. ft Depth to limiting factor in.
Sod Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu Az Cont Color Gr Sz Sh 'ER#1 'Eff#2
1 0-9 10YR 2/2 - I 3mgr mfr cw 3m-vf 0.6 0.8
2 9-19 10YR 3/3 - sl 2csbk mfr gw 2m-vf 0.6 1.0
3 19-34 10YR 4/4 - Is 1 csbk mvfr cw 1 m-vf 0.7a 1.6a
4 34-76 10YR 5/4 m3d 7.5YR 4l6 6 10YR 6/1 s Osg loose 1 f-vf 0.7a 1.6a
5 Boring# 0 Boring
0 Pit Ground surface elev ft Depth to limiting factor_in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu Az Cont Color Gr Sz Sh 'Eff#1 'Eff#2
•Effluent#1 =BOD. >30 5 220 mgiL and TSS>30 s 150 mg/L ' Effluent#2=BOD. >30 s 220 rng/L and TSS>30 s 150 mg/L
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