HomeMy WebLinkAbout040-1328-32-000 LOT 32Wisconsin Department of Co: coerce, MAY 31 2022 S0 EVALUATION REPORT
Divisior �� of Safety and Suiidin s
St. Qrrabo&- cla/ with C-or irn 85, Wis. Adm. Case
Community Development Caunty
!`soh =rnpisie site plan an papar no es< an [ z ; lnc es in sme. Plan must i L
include, but not limitad to: vertical and horizontal rEferenaG point (SM)t direction and IO " ' I D
percent slope, scale or dimensions, north arrowL'
.., and ;cation and distance tc nearest road. 8
Please prim all ierfsrr. sdor. Reviewed by
Persona! information you provide may be user for se=ndary purpose_ (Pnva y Cap•: s. SrAE 11.) Inn1%. `
Property' Owner ^ 1 Propertv Location
G ST- ZoZ2- of I
Page of
3Z-Emf I
Date
D I GoA. Lot ? S T t� R E( i 'fir
Prop*yfty is M gAddre Lot # Block # Came or CSIF4
Cify stale Zip code Phane Niurnber Cit Village Town Nearest Ro i
_ k �o
l4evi Construction asE;-z-s"kr Residential / Number of Code deny design firm, rate GPD
jL Replacement
Parent material Fiood Plain elevation r` a pirlable
em/ '� ft.
Gel oxents ,
a.nd reoornrnendaiianz: � T %�
System Typ/ L'4 / ,System Ekevatkon / J>t/..!
i
i 1 f Boeing # ® Boring
Pit t7rouna surrace elev. ,1 V / Ti. L-epm to tlmrtlTT3 TaGTor
Soil Ap2lication Rate
[ Horizon
Depth
in.
Dominant Color
Munseli
Re iox De=iptio a
Qu. Sz. Conti Coior
't ex",
Structure
Gr. Sz. Sh.
Consistence
Boundary
{ Roots
GPDiff
'Efr#1
'EfF#2
i
If Bodng # Bones E
.Pit Ground surface elev. ft. Depth to limiting factor
Aoolication Rate t
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
�j
iC,Vr
1(y
a
t Eft3uent #1 = BOD. 5, 30 < 220 mak and TSS *0 < 150 _ ° Effluent #2 = BOD. < 30 mg/L and 155 < 3a mg/F_
CST Name (Please Print) u CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, \(VI 54017 715-246-4516
37,
Property Owner _
Boring #
F,31
Boring
ir
Parcel ID #
09
Ground surface elev. 1 0
Depth to limiting factor -s-=— in.
Page of _
Snil Application 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
.
l I
Lo
F__1 Boring # Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application 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
F-I Boring # Boring
n o;r Ground surface elev. ft. Depth to limiting factor in.
Cni) 4nnliratinn Rate
Horizon
'lepth
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 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS 130 mg/L and TSS < 30 mg/L
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SBD-8330 (R.6M)
Soil Test Plot PI
Project Name Oevering Investments un Bird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017
STM #226900
Lot 32 Subdivision
N 1/4 NW 1/4S 15T 28
Vistas of St.Croix 1st. Date 5/26/22
N/R19 W Township Troy
❑ Boring Q Well PL Property Line County ST. CROIX
kk BM or VRP Assume Elevation 100 ft. 3/4" or 2" pipe
System Elevation TBD *HRpSame as Benchmark