HomeMy WebLinkAbout040-1331-30-000�' G 5T—Z•9zz—o13
MAY 31 2022
Wis-cortsin Departrr-terilk of Co-mmarc,-e- SOIL 1: A 1-10-N REPQR
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D�Visic)n of satsfv
St. Croix County,
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,kfta�, aornpiets site plan on pa;5ar no' less than 6 V2 x inches in size. Pian must
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include, bLf� not lim� itat to- vetcall and no, tal reference
rc* paini (BM), direction ant, parc�
perroent siope, scale or dimensions, now arrow, and 1rucation, and distance V: nearest road.
Ffea.Se print all informatior,, Revi(
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Lij aomg # Boring Ground surfacz- elev. ft. Depth to limtngffactor ///? i M.
P"? i t — 1Z W - I Snil Annlirafinn Rate
KI-rL7-W
Depth
In.
Dwnlnant Cold
Munsell
Reciox Description
Chu. Sz. cont. C-01or
Te>
Structure
Gr. Sz. Sh.
Consistence
Boundary
r Roots-
GPD/ff
Eff#1
*Eff#2
31
1.:71 -11D
r
A.,00
0;1
r 7
612, Bodng # Bodng
pit Ground surface elev.27-t ft. Depth to limihng factor in.
i Sniff Annfir-ation Rate 11
Horizon
Depth
in.
Dominant Color
munsell
Redox Description
Chu. Sz. Cont Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPD/ff
*Eff#1
'Eff#2
C9
01h
Irvv
1)
I o 15A
1
1107
ov r
T
Effluent #i = BOD.� 30 < 220 m-PA and TSS,.%30 < I Effluent #2 = BOD. < 30 MGfL and I'< :VJ MWL
CST Name (Please Print) na u CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, W1 5401 j — 715-246-4516
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It
Property Owner
43 Boring # 21i:lt
oring
Parcel ID #
Ground surface elev. 7-5-a ft.
Page of �;__.__r
Depth to limiting factor - //in• Anil Annlimfinn Rota
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1 'Ef1#2
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C))Ir 71
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Boring # Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Snil a►nnliratinn Rata
Redox Description
Structure
Boring # ❑Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit . Soll icataon Rate
Horizon
'depth
in.
Dominant Color
Munsell
Redox Description.
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
•Eff#1
+Eff#2
' Effluent #1 = BODE > 301220 mg/L and TSS >30 S 150 mg/L ' Effluent #2 = BODE 130 mg/L and TSS < 30 mg/L
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SBD-8330 (R.6100)
J. Soil Test Plot Plan
Project Name Oevering Investments Sha
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 M 4226900
Lot 30 Subdivision Vistas of St.Croix 1st. paw 5/26/22
N 1/4 N W 1/4S 15 T 28 N/R19 W Township Troy
[:] Boring Q Well PL Property Line County ST. CROIX
6,BMorVp,p Assume Elevation 100 ft. 3/4" or 2" pipe
System Elevation TBID *HRpSame as Benchmark
Scale = 1/4" = 10'
ird
:er Lane