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�� SOIL E t• - • a ' 'ORT' Page I of 3
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complete site plesr6ft less than 812 x 11 inches in size.Plan must
e,but not S@1 nd horizontal reference point(BM),direction and Pad 1.D. 032- 1087- 10-MO
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sons,north arrow,and location and distance to nearest road.
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Please print all information. R vise-//w/LJ]ec-f by [1�/ /�i / Date/ 7
Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). e 'VT PI J4 I (h 1 tl/ec C.Z
Property Owner Property Location �CI
DEBORAH A. BELISLE(BUYER: BROOKS NELSON Govt.Lot —SE 1/4 SE 1/4 S 32 T 31 N R 19 E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or GSM"
402 William Street S. -- - -
City State Zip Code Phone Number Erity 0 Village Brown Newest Road
Stillwater, 1 MN 1 55082 1 ( ) Somerset 180th Avenue
0 New Cansdan Usefj Residential/Number of bedrooms 4 Code derived design flow rate 600
bu GPD
CI Replacement ❑ Public or commerpial' JD�escribe: `�pper� -7�
Parent material sandy / m �il-n ood Plain elevation if applicable elf NA R
General comments [.onventional In-ground trenches-0.7 loading rate--system elevation to be determined
and recommendations: I
uB4- 11 11,*r1• •7/ .
I Boring# El Benno
0 Pit Ground surface elev. 99.35 ft. Depth to limiting factor 92 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eft#2
1 0-18 10YR3/3 -- Is Osg dl cs 3vf-co 0.7 1.6
r 2 18-62 IOYR3/6 - s Osg dl gs 2vf-m 0.7 1.6
3 62-92 I0YR4/4 -- s Osg ml -- - 0.7 1.6
I lrzon 3 hes some Sr 25-30%
2 ElBoring
Boring# 99.36 96
Q Pit Ground surface elev. ft. Depth to Smiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfI#1 'Eff#2
1 0-16 10YR3/3 - Is Osg dl cs 3vf-m 0.7 1.6
2 16-28 IOYR3/6 -- Is Osg dl es 2vf-m 0.7 1.6
3 28-40 7.5YR3/4 -- s Osg dl gs 1vf-m 0.7 1.6
4 40-96 7.5YR4/4 -- s (kg ml - - 0.7 1.6
Horizon 3 has some gr. 10%
Effluent#1 =BODs>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODs<30 rig/L and TSS<30 mg&L
CST Name (Please P1i ) Signs CST Number
MARY JO HUPPERT(Hollister's Soil Testing,&Design) %%•/ Y��/�// 224832
Address Date Ev��etiu ��arduded Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 05-22,2018 715-426-1775
SBD-8330(R07/13)
BELISLE,D. (BUYER:Nelson, B.) Parcel ID# 032- 1087- 10-000 Page 2 of 3
Property Owner0 Boring
3 Boring# 96
CI Pit Ground surface elev. 99.36 ft. Depth to limiting facia in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRF
in. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eft#1 'Eff#2
I 0-12 10YR3/3 -- Ls Osg dl cs 2vf-co 0.7 1.6
2 12-19 10YR3/6 -- sl 2fsbk ds cs 2vf-m 0.6 1.0
3 19-27 7.5YR3/4 -- sl 2fabk mvfr CS Ivf-m 0.6 1.0
4 27-96 . 7.5YR4/4 — s osg ml — — 0.7 1.6
Baring# BOf1n9
Pit Ground surface elev. ft. Depth to limiting factor in. Son Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efl#1 'Eff#2
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 GPD1ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Elf#1 'Eff#2
•Effluent#1 =BOD,>30<220 mglL and TSS>30<150 mg/L. 'Effluent#2=BCD,<30 mgil and TSS<30 mg&L
SPU-61104R01A 11
Plot Plan Pageor
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PROPERTY OWNER: b& S f4 .4 &EUsL •
1 = 40 FT.
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