HomeMy WebLinkAbout032-2003-30-100 (3) •
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Ms. Dept.of Safety and 'rofessiona rvices OIL EVALU 1 ppage 1 of 3
Division of Safety and Bu •ings c� 17f7 8511► 5Pa
MAY Or2e�r1��ante wi SPS 385,Wis. Adm. Code
County St. Croix
Attach complete site p . on paper not less)hart 8 1/2 x 1 inches in size. Plan must
include,
but not limited ••:vertiark}h•1 brnaf' point(BM),direction and Parcel I.D.percent slope,scale or G'f•: !b ' Lion and distance to nearest road. from 032-2003-30 l(X)
Please print all information. Re by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ,,, 1 /„1�,(4
Property Property Owner Property Location ✓ If/{ r�-�
64 Land Company, LLC Gout.Lot NW 1/4 NE1/4 S 01 T 30N R I9E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name orCSM#
10922 Stonebidge Tr. 02 na Pn,pes,,el-C3?.1• 32 -1155
City State Zip Code Phone Number laity OVillage Crown Nearest Road
Stillwater 1 MN 1 55082 1 ( ) Somerset 1 I 80th Ave.&St. Rd.64
a New Construction Use 0 Residential/Number of bedrooms TBD Code derived design flow rate TBD _GPD
0 Replacement El Public or commercial- scribe:
Parent material Glacial Outwash { 1����( (11 Flood Plain elevation if applicable Na ;00 R
General comments Soil Evaluation completed for subdivision review purposes. Additional soil evaluation may be required prior to
and recommendations: POWTS design and installation. Site suitable for mound dispersal cell. Design loading rate=0.4 gpd/sq. ft.
Proposed infiltrative surface elevation= 100.50'at 9"above 99.75'contour.
I Boring# El Boring
a pit Ground surface elev. 99.77 ft. Depth to limiting factor 32" in. ,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'tft#1 'Eff#2
1 0-8 10YR3/4 NONE sl 2fgr mvfr cs 2vf,fm 0.6 1.0
2 8-18 7.5YR3/4 NONE sl 2fsbk mvfr cw 2vf,fm 0.6 0.61.0
3 18-32 7.5YR4/6 NONE Is Osg ml cw 2vf,fm 0.7 1.6
4 32-40 7.5YR4/4 f2f7.5YR5/8 sl lmsbk mfi cw lvf,f 0.4 /.7
5 40-62 7.5YR4/4 12f 7.5YR5/8 sic) Om Merl - - 04
2 Boring# ❑ Boring 96.88 27"
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/ft '
in. Munsell Qu. Sz. Cont. Color Gr.Sz.Sh. 'Vfl#1 'Eff#2
1 0-8 l0YR3/3 NONE sil 2fgr mvfr cs 2vf,f 0.6 0.8
2 8-27 7.5YR4/4 NONE sicl 2fsbk mfr 8w 2vf,f 0.4 0.6
3 27-49 7.5YR4/6 f2f 5YR4/4 sicl lf&msbk mfr - - 0.2 0.3
•Effluent#1 =BOO S>30<220 mg/L and TSS> <150 E SOD s<30 mg/L and TSS <30 mg/I.
CST Name(Please Print) Sig lure 3e CST Number
James K. Thompson iv 's-- 30021
Address Date Evalu on Conducted Telephone Number
340 Paulsen Lake Lane,Osceola, WI 54020 April 27,2022 (715)248-7767
SRD-8330(RI I/I 1)
64 Land Company, LLC from 032-2003-30-100
Property Owner Parcel ID# Page of
El
3 Boring# Boring 100.13 38"
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/ft '
in. MunseN Qu.Sz. Cont.Color Gr. Sz.Sh. •Eft#1 •Eff#2
1 0-10 10YR3/3 NONE sl 2fgr mvfr cs 2vf,fm 0.6 1.0
2 10-24 10YR4/4 NONE sl 2fsbk mfr cw lvf,fm 0.6 1.0
3 24-38 7.5YR4/6 NONE sicl If&msbk mfr 8w lvf 0.2 0.3
4 38-56 7.5YR4/6 f2f 7.5YR5/8 sicl Om mfr - - 0.2 0.3
saturated flow at 46"
Boring# g Boring
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.Sz. Cont Color Gr.Sz.Sh. •Eff#1 '`cft#2
i.
' Boring# Ei 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/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfW#1 •Eff#2
'Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD ,<30 mg/L and TSS <30 mg/L
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