HomeMy WebLinkAbout020-1495-16-000 Wk.e APR 11 2022
vvrscarwn Deparrrien;of Commerce SOIL ',g1t' eve O RT A O i �pape
D o`SatetyancBundings Community 7L� IV`1p v.ac care ...omrr.8E Nis lam. Cox f /l Canty 45t,( /Di j
Auer,xmo ats she par,on paper not less than E 1x" -lust
inches in size.Pear- st i ,
include.bul not limited tc vertica:and(1Cmtonta reference pant'EMI direction and IS
to percent scope,scale or dimensions,north arrow and location an Parceld distance tc nearest road. r�A- 11414
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Pleas.print all Information. Revired by Date Ij
Pommymtormnion yov rwae ma,be used to secomar,p.�rpoaa(Privacy Law,e.1 f..04(1)(m). ✓1 dell!.I I 7//7 Z J"
II Property Owner I Properly Locabm
Govt.Lot
l 1
+Property Owner's Wang Address N y 7! 1 Lot# `lo # St dlNwne or CSM#T �? N R /y E(a
1 Z n /YI n T//a..l Y 3L7 — 5 i nv-P T ri�1/1-t.f` 1 /iS�
19-,4/./Y••--i
t Z,p Coo. Prone Member ❑ y �' pe %Town Nearest Road!Lvi If5�D/(,1 i =�d��.,---• I /21-0,a i
et New construction Use-z.Residenaa, Number of bedrooms ! Code derived design flow rate_{0 3PD
,❑Repleosmenl 0 •Pub a cornmeraa�-Describe
Parent material 0 LC LC�c 14�' �) Flood Plan elevation fft�
able A/ 1 4 Z�h.0 x it
General comments on C(frt,' t -/y./�4.1/ (7 Lv. _ " /wit' /G f(,_'�.e
and reoom.ndatlbrti J / /
System Type / ,'�'L i Pon ' S System Elevation l i5 P
Romp a ❑ Boring
ph Ground stews elev.I (l� 1O , ,� Depth to limiting factor /172 n. sal Applizetion Raps
Horizon Depth Dominant Color Reciox Description Te,mire Structure 1 Consistence. Boundary Roots GPDRf
in. Mona. Qu.Sz. Cont.Color Gr.Sz.Sh. 'F1k11 'Eff#2
, 5/ tr-, 777X. cc ;-,.-- , 11 4/2
3 g-74/4 / - - - 5 &_ i � /1 - "? / ,
r
erg. /� .y/
wpft Ground surface elev./U O *' ft. Depth to limiting factor Alt) in. ' Soil Appiication Rate
Horizon Depth Dominant Color Rados Dssaiption Texture Strucare Consistence Boundary Roots GPDi f
in. Montag Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Ea#2
1 a-i L /14,/311._ ,------- C/ (7?P^7,.-- on-C-6... C C ct,i`-' IS 1 01
fit; �� / Y,
3 S O ni I J
i 1
•Effluent at •BOO.>30 c 220 mot and TSS>30 c moil _•Effluent0/2•BOO.c 30 rrgtL and TSS c 30 moll
CST Name(Please Print) are CST Number
Bird Plumbing, Inc. Shaun Bird 226900
I Address Date Evaluation Concluded Telephone Number
1432 120th St, New Richmond, WI 54017 Y O'd'c'2- 715-246-4516
•
t
Property Owner_ Parcel ID# Page of
Borirg# ❑ Boring
pit Ground surface elevl 11,6 �ft. Depth to limiting factor /U1) in.
Sol Application Rate
Horizon Depth Dominant Color Redos Description Texture Structure Consistence Boundary Roots GPO/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh •Eft#1 'Eff#2
1 D-B lO r' iz / r� 1 - - /
aY-7 4„ y//7 s os ,->71 , _ 7
0,g;, tvhol • -5 u
Boring# ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ef►#1 'Eff#2
g# ElBoring
Borin
❑ Pit Ground surface elev. ft. Depth to limiting factor In. Sol Application Rate
Horizon 'Depth Dominant Color Redox Description. Texture Stnuctrre Consistence Boundary Roots GPO/ft
an. Munsel Qu.Sz. Cont Color Gr.Sz Sh. •Eff#1 'Elf#2
•Effluent#1 =BOD1>30<220 mg&L and TSS>30<150 mgrt •Effluent#2=BOD1<30 mg&t and TSS<30 mg/1.
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SBbl330(RA00)
Soil Test Plot P
Project Name Eric Lytle au trd
Address 720 Mojo Trail
Hudson Wi 54016 CSTM #226900
Lot 30 Subdivision Summer Prairie 2nd a Date 4/11/22
N 1/2 NE 1/43 35 T 29 N/R19 w Township Hudson
El Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of steel fence post
System Elevation TBD *HRPSame as Benchmark
A Scale = 1 /4" = 10'
Property Line
Please note: it is recommended to oversize
the system to a .5 loading rate to compensate
for the more restrictive horizons below.
B-3 104.5'
INC Area of removed
A� 40' then filled soils
40'
102.5'
100.5' y
Drivewa
al 10' B-1 80 B-2
25' 10% Slope
B.M.* V
Mojo Trail