HomeMy WebLinkAbout032-1089-90-000 (2) ..tr DEC 3 0 2020
Wisconsin Dmt eperentof . :rat Croix Coy v SOIL EVALUATION REPORT Page of
Division of Safety and Build .s 3 r,,T J, :......:......
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Wis. Adm. Code County r
Attach compete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must Jt �✓�'`
include.but not limited to:vertical and honzontal reference point(BM),direction and Parcel 1.0. ��_ g�percent slope,scale or dimensions,north arrow,and location and distance to nearest road. V^ f O — 9.0
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Please be print all a information. g SO R `6 N /4 � / I rg/Z Z by Date
Personal i,Aon„N.on You pov.oe rtuy be/u/s�ee/a secondary vur9�e>t(Frnrecy Lan.s.15.M(1)1m1) �Kdr,- L Property Location
ProPeriy c cei+,, L �t'.-I /�� Govt.Latch 1/41 kf ro S33 T 31 N R J )w)
Property Owner's Mailing Address Lot# Block# Stbd. Name or CSM# /
City State Zip Code Phone Number ❑City ❑Village Z-Town Nearest R011
e ('lta„ vr4- iSS- /? 1 esz) Z37- 4//37 fo i7 'f..st- I `/.T-/Ca. f--.
,JNew Construction Use0Residential/Number of bedrooms 3 Y Code derived design flow rate 4/J GPD
❑Replacement ❑ Pubticormmercal-Desaibe:
Parent material /� Flood Plan elevation if applicable 4// �QLC.! X ft.
m
General nanef*s6�� k j.ut�h' -
and�cortrrNrd.sorta:
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System Type //C {/�LCC System Elevation
I # Boring /tf is- i
Pit Ground surface elev? 2 ft. Depth to limiting factor // 0 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/f!
in. Mtnaell Qu.Sz. Cont Color Gr.Sz.Sh. 'E1Nt1 'Eff#2
p- r^ /D f/ - v I - Li-- a.,., , 6 /40
3 tii-va 1074C, $ Cs fr 1 N/' Ni,4
rri, Pit Ground surface elev.9 5, g 11. Depth to limiting factor // V n. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f!
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Ef1#1 'Eff#2
1 o-ib /h�y„311- il/""
5/ � ,C;- oY 6 40
a lb-us ii��,, 5l C/ cf� .rr� Pe-0 f(' �` l g
3 j$-1ir7 //> , �� . 5 Os ,/ NibN/' • ( 4
r
40
•Effluent#1 BOO.>30<220 malt and TSS>30<150 • •Effluent#2•BOO.<30 mgll end TSS<30 mgrL
CST Name(Please Print) , re ,... CST Number
Bird Plumbing, Inc. Shaun Bird / 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 f2 0/7-2- 0 715-246-4516
Property Owner Parcel ID# Page of
Bofrg# Boring Pit Ground surface elev.rf
.rR Depth to limiting hp__ . Sol Applcetion Rats
Horizon Depth Dominant Color Redox Desa ion Texture Structure Consistence Boundary Roots GPM'
in. Mussel Qu.Sz. Cont.Cola Cr.Sz.Sh. 'Eff#1
zc_8 1U�, r � 5/ -�� fr �-- - 6rO
8 3 6 jD�. Sl i Cl �1n{<- yiI 7 14
3 a l�Y,�� S _ n s .r/ r''l,•‘ p1/I • 7/
Boring El Boring
❑ Pit Ground surface elev. ft. Depth to fmitnp factor n.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R
In Munsel Qu.Sr. Cont.Color Gr.Sr.Sh. 'EtIC1 •Eft#2
Boring
Booing# ❑
❑ Pit Ground surface elev. ft. Depth to tasting factor In. Rate
Sol Applcetion
Horizon 'laptlt Dormant Color Rados Desaip0on. Texkae Structure Consistence Boundary Roots GPOIR
n. Mu eel au.Sz. Cont.Color Gr.Sz.SA. •Eff/1 'Ef182
'ElIktent#1=BOD,>30<220 mg&and TSS>30 c 150 mg& •Effluent#2=BOO,:30 r g4.and TSS c 30 mgi.
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Soil Test Plot Plan
Project Name Darren Cain Shaw
:'
Address 9665 Summit Place
Chaska Mn 55318 i
C-: e #226900
Lot Subdivision 40 acres Date 28/20
S W 1/4 NW 1/4S 33 T 31 N/R19 w Township Somerset
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
Scale = 1 /4" = 10' A
Field road access
1320' Property Line
B-2
B.M.* A
6% Slope
B-3 Tested area open field
80'
Ridge line with trees
0'
B-1 A
• 30' 700'
95' 96'
97'
600'
To 45th St.
. 1320' Property Line —ipp.— ply