HomeMy WebLinkAbout004-1079-30-000 A I ii LS1r aa(Q- ai-ig
44 5 lci. OCT 112019
Wisconsin Department of Safety and Professional Services Page 1 of 2
Division of Industry Services HWY/
SOIL EVALUATION REPORT f 4( N V' Y Z f
In accordance with SPS 385.tots. Adm. Code County
Attach complete siteplan on paperSt Croix
pl 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.
scale or dimensions,north arrow,and location and distance to nearest road. .004.1079.30.000
Please print all information. Rerd by l.1�/yQL Date /
Personal information you provide may be used for secondary purposes(Pnvacy Law.s. 15.04(1)(m)). /TC.T!<i I �l�'/ Z Z
Property Owner Property Location: ! /
Howard Brahmer Govt.Lot: SW % NE % S33 T 28 N R 15 W
Property Owner's Mailing Address LoLit--oloac# Subd. (dame or CSM*
2997 10th Ave I-/!. Cl.CN�S
City State Zip Code Phone Number ❑City ❑Village ❑U Town Nearest Road
Spring Valley IWI 154767 I I I Cady I HWY 29
❑ New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
13 Replacement 0 Public or commercial-Describe:
Parent material Loess(Otterholt sil) Floodplain elevation if applicable NA ft. ZAP V I-" X
General comments and tetummendations: Recommend minimum 23'sand-Fit POWTS mound on 94.00 contour with 0.6 gpdllt2 load%rate.
LF.13'(Redoximorphic Features)
El Boring
1 Boring*
❑D Pit Ground surface elev.94.68 ft. Depth to limiting factor 13 in.
A--4- G 'r
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/Ft'
In. Munsell Du.Az.Cont.Color Gr.Sz.Sh. •Efftl 'Eff#2
1 0-7 10YR 3/2 - sit 3mgr mfr cs 2f-vf 0.6 0.8
2 7-13 10YR4/4 - sil 3c-mabk mfr gw 1f-vf 0.6 0.8
3 13+ 10YR 4/4 f3d 7.5YR 5/8 8 sil 3c-mabk mfr - 1f-vf 0.6 0.8
10YR 5/2
'Horizons 2 aid 3 also had 10YR 6/2 clay films
❑ Boring
2 Boring* ❑U Pit Ground surface elev.91.58 ft. Depth to limiting factor 117 in.
T c it Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FY
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff*1 'Eff*2
1 0-11 10YR 3/2 - sil 2mgr mfr cs 2m-vf 0.6 0.8
2 11-17 10YR4/4 - sil 3mabk mfr gw 1m-vf 0.6 0.8
3 17+ 10YR 4/4 f2d 7.5YR 5/8 8 sicl 2cabk mfi - lvf 0.4 0.6
10YR 5/2
'Horizons 2 and 3 also haS 10YR 6/2 clay films
•Effluent*1 =BOD,>30 s 220 mg/L and TSS>30 5 150 mg/L •Effluent*2=BOD,>30 5 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature n ._¢C� _ // CST Number
Ryan Bechel �rf�l� �G 1330832
Address Date Evalua(ion Conducted Telephone Number
371 Cannon View DR,Red Wing,MN 55066 08/28/19 (651)327-0074
SBD-8330(R04/15)
3 Boring# 0 Boring 91.62 15
/A� ❑� Pit Ground surface elev. ft. Depth to limiting factor_in.
a 11 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. •Eff#1 'EN#2
1 0-6 10YR 3/2 - sil 3mgr mfr cs 2m-vf 0.6 0.8
2 6-15 10YR 4/4 - sil 3mabk mfr gw 1f-vf 0.6 0.8
3 15+ 10YR 4/4 f2d 7.5YR 5/8& sicl 3c-mabk mfi - 1f 0.4 0.6
10YR 5/2
'Horizons 2 and 3 also had`OYR 62 day films
❑Boring
4 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 'E1p12
❑Boring
5 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 GPO/Fe
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •ER#1 •ER#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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