HomeMy WebLinkAbout020-1106-05-000 lot 3Wisopns:n Department of Commerde SEP 1 2 Z IL EVALUATION REPORT Page _of_
Divisionaf Safety and Buildings
in accordance with Comm 85. Wis. Adm. Code
r-Cunzy minty
Attach complete site plan on paper not less than 8 1,1 J� ties
in size. Plan must `' .
include, but not limited to: vertical and horizontal r�i �t-(W,
direction and Parcel I.D
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q 20 -I I 0 - -coo
Please print all information.
vie by Date
Pendnal irtfmnation ym pry may He used fku secondary purposes (Privacy Law. e. 15.04 (1) (m)).
Property owner
Property Location
/
Govt. Lot / V,,4) 114 4 S3S T N R
Property Owner s Mailing Addr ss
Lot #
Block #
Subd. Name or CSM# f
S
3
to
Late , Zip Code Phone Number
Cl C ty ❑ ge 10 wn Nearest oad
New' Construction us Resiklential / Number of bedrooms
—Public
Code derived design flow rate LnJ GPD
❑ Replacement ❑ or commercial
-
Parent material Ir, nc
Flood Plain elevation if applicable
-6jj ( -:�ii
General comments Sj N (.nuA
17�
and recormlerWations:
/J
System Type aL_
System Elevation_ 17—so
Boring # ❑ Boring n X
'� pit Ground surface elev,/ 7 /f. Depth to limiting factor in.
Sal Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM
'Eff#1
'Eff#2
�3.
I 4 tut-���I�`,�,, /�I >�f�5 , //C� I '�;/ 1— U— 1A' t;- I • -41 01
Z� # Q Borng C
Pit Ground surface elev,Li 6 ft. Depth to limiting factor in.
Snit Annlir ;; Rate
�
3►fir,
�W��Irrm==�
Effluent #1 = BVU. > Jll <!lU rnryL and 15b >JU < 1 - rmuern PZ = MVu . .w nsyL ariu
CST Name (Please Print) na / CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Dat valuation Conducted Telephone Number
1432 120th St, New Richmond, WI 5401 661 715-246-4516
Property Owner
Bonng # ❑�77 Bonng
Q Pit
Parcel ID #
i(
Ground surface elev. l 7 t 14 ft.
Depth to limiting factor L / in.
Page of
Grl Annlvr fiRnfc
HorizonPthfDominant
Color
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM
'Eff#1
'Eff#2
i
❑ Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Murrell
Redox Description
Qu. Sz. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
'Ef#t2
Boring El
F] # Ground surface elev. ft. Depth to limiting factor in-
❑ Pit Soil Application Rate
Horizon
'lepth
gin.
Dominant Color
Munsell
Redox Description.
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
I 'Eff#2
Effluent #1 = BODS > 30 < 220 mgrL and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS 130 mg/L
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SOD-8330 (RANG)
ProjecrName Dick Stout
Soil Test Plot Plan
Sham ird
Address 1353 Awatukee Trail
Hudson Wi 54016
Lot 3 Subdivision
N W 1/4 NE 1/4S 35 T 29
UKtM #226900
Summer Prairie Date 9/11/19
N/R19 W
❑ Boring Q Well PL Property Line
BM or VRP Assume Elevation 100 ft.
Township Hudson
County ST. CROIX
Top of survey iron
System Elevation TBD *HRpSame as Benchmark
M.*
iperty Line
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59 HIGHWAY SETBACK
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130,860 FT.
SSaa 994.76
sBENCHMARK sax ewir
Z TOPREBAR
ELEV. = 991.17' BENCHMARK
9 TOP REBAR
SUIL ELEV. - 995.05'
24
N88016'27"W 323.66' — p
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