HomeMy WebLinkAbout022-1018-60-100 (4) - Wisconsin Department of Safety and Professional Services
Division of Industry Services -?,,r "- ,
7�K E " 7� =°' I SOIL EVALUATION REPORT Page 1 of 3
th SPS 383,Wis. Adm. Code
County ST.CROIX
Attach Wi d 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 Parcel I.D. (Pend
perWht3rd0,''kWdN (ensions,north arrow,and location and distance to nearest road. 6
�as e print all information. Revie d by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location
GAYLE GARRITY Govt. Lot ---- NE 1/4 S 1/4 S T 28 N R 18 1:1(or))W
W
Property Owner's Mailing Address Lot# I Block# Subd. Name or CSM#
929 Coulee Trail 2 -- /'CSM 13/3699 1 ,6
City State Zip Code Phone Number aity []Village • Town Nearest Road
Hudson, WI 1 54016 ( 651) 303 -4582 Coulee Trail
ElNew Construction User Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft.
General comments Mound System-- 1.75 ft. sand fill--0.4 loading rate
and recommendations:
(4"frost)
FTI Boring# Boring
Pit Ground surface elev. 99.93 ft. Depth to limiting factor 20 in.
Soil Applicati on Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10YR3/3 1 3f-ma&sbk mvfr aw 3vf-co 0.6 0.8
2 9-20 10YR4/4 -- sicl 2fabk mfr as 2vf-m 0.4 0.6
3 20-24 10YR4/4 mlf 10YR4/6&10YR6/2 cl 2fabk mfr -- lvf-m 0.4 0.6
2 Boring# ❑ Boring 100.58 21
pit Ground surface elev. ft. Depth to limiting factor in.
Eoil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-15 10YR3/3 - 1 2f-msbk mvfr aw 3vf-co 0.6 0.8
2 15-21 10YR4/4 — sil 2fabk mfr aw 2vf-co 0.6 0.8
3 21-30 10YR4/4 mlf 10YR4/6&10YR6/2 cl lfabk mfr -- lvf-m 0.2 0.3
*Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signahi CST Number
M Jo Hu ert Hollister's Soil Testing&Desi // 224832
Address Date EvaluatioK Conducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 01 - 11 - 15 715-426-1775
SBD-8330(807/13)
Property Owner GARRITY,Gayle Parcel ID# (Pending) / Page 2 of 3
3
Boring Boring ✓ x
❑ 4
g Pit Ground surface elev. 99.13 ft. Depth to limiting factor l5 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-7 10YR3/3 -- 1 2fabk mvfr as 2vf-m 0.6 0.8
2 7-15 10YR4/4 -- sil 2fabk mfr as lvf-m 0.6 0.8
3 15-20 10YR4/4 mlf 10YR4/6&10YR6/2 sicl 2fabk mfr as lvf--f 0.4 0.6
F-1 Boring# Boring
pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
5 other pits were evaluated with redox features in A horizon or A+O.
i
Boring
F-1 Boring# P Ground surface elev. ft. Depth to limiting factor in.
it Soil Applicati on Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BODS>30:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
II
SBD-8330(1107/13)
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner �AyLE C--,-;4M 1
I" = 44ft
Legal Description /.Pr Z,c--^ i31.3o MACES (except where noted)
Lbe*r&b 0sf TtIE NE ly QP TfM -5WA Scc, 7, Tzgai} V� = Backhoe pit
R116W, -yuml of l<iwjjR)w.uie, sr,C 0W Cott y War pvrosp-� 14,D 4rvza:
North
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