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CST i (52-
Wisconsin DepartmentofComqerpe~ F 2 18 SOIL EVALUATION REPORT Page _of
Drvism of Safety and Buildings 'I
in accordance 410th Comm 85, Wis. Adm. Code
j Country r7 l
Attach complete site pan on paper not less IhpmB-M x 1 inches in sae. Plan must
include, but not limited to'A'edicad and4iwrztmTaftece point (BM), direction and Parcel I.L. r, 7 p
percent slope, scab or dimensions, north arrow, and location and distance to nearest road-
Please print all information. Reviewed by Date
Genpur mlpmuUpn y prO may x."0 ter aecontary pL."OS (PI Law. t. 15.04 (1) (,nlf -
Prope/rl~y Owner Properly Location
Govt Lot 1145 1i4 S T 2 N R E( W
Property Owner's Mai ss L t Block # Subd. Name or CS%tV
city e, Zip Code Phone Number ❑ city ❑ V ge JKLIrootri Nearest Road
L/t
Construction Use-g ~-denhal / Number of bedroom Code domed design Row rate GPD
❑Replacement ❑:u7w•1tc~mmercial-Describe;
Parent material `W7E_ c_1 i w Jai Flood Plain elevation if applicable _ f1 1- P,.
General corrtrnerits
and recommendations:
System Type L42!`/"w✓`ui - System Llevalior. T_C)__.__
Bodng # Boning /7
yt+--Pit Ground surfaceelev./ / ' r R. Depth to Hmiting factor r'. In.
Sal icatxrn Rate
Horizon Depth Dominant Color Redox Desorption Text," Structure Consistence Boundary Roots GFI
in. Murrell ou. Sz. Corti. Color Gr. Sz. Sh. 'ER#1 I 'EH#2
Boiling
L] Pit Ground surface elev., % R Depth to limiting fagOr in.
a~1 _
# ° ~
77 Saf Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/T
in. Munsell Ou. Sz. Cont. Color Gr. Sz. SR 'E##t •Ef#t2
1 w
lo,
Z--
-
j
ERluent #1 = BOO. > 30 < 220 mA and TSS >30 < i • Effluent #2 = BOD• < 30 mg/L and TSS < 30 axyL
CST Name (Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird . - 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 540 6 3(J V 715-246-4516
Property Owner Parcel ID a Page-- . - or _
Boring It r❑r,~11 Boring _
I~ Pit Ground surface elev. ! / / ft. Depth to knifing factor in.
Sad icarion Rate
Horizon Depth Dominant Color Redox Descrilltian Texture Structure Consistence Boundary Roots GPDM
in. Munsell Ou. Sr. Cant. Cola Gr. Sz. Sh '01#1 'Efbr2
1 ' L7
ALL 5
❑ Boring# ° Bonng -
❑ Pit Ground surface elev. ft. Depth to liniling factor w. Sal Applicabon Rate
Horizon Depth Dominant Color Redox Desciption Texture Structure Consistence Boundary Roots GPDM
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EM
I
❑ Pit Ground surface elev. ft. Depth to Inititg factor in.
F-1 °
Sal Application Rate
Honzon -mplh Dominant Color Redox DesayAon. Texture StnrcNe Consistence Boundary Roots GPON
m. Munsea Ou. Sz. Corn. Color Gr. Sz. SK 'Eff#1 'Eff#2
Effluent #1 = GOD, > 30 < 220 rtxyL and TSS >30 1150 mg7L ' Effluent 92 = BOO, < 30 mryL and TSS < 30 rnWL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608.264-8777.
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Soil Test Plot ran
Project Name Oevering Homes haun Bird
Address 1433 Cernohous Ave Suite A 1
New Richmond Wi 54017 CSTM #226900
Lot 18 Subdivision Hunter Hills Estates p'a'te 6/15/18
1/4 SE 1/4S 23 T 29 N/R19 W Tow i Hudson
Fj Boring O Well P1. Property Line County ST. CROIX
lint or N'RP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBID -HRpSame as Benchmark
Scale is I"= 40' Gavin Pass
unless otherwise
noted
B-3
1094 Slope 45'
2225' B.M,r
90' 90'
20 B-1
9
2. B-2 110
94.
355' Properly Line 150'
- ~ iii I d S- si.T"•;'~' - I x -
195E ~ ♦ -.p _.F
It a m
[ ♦ M- a
c
m
ans ~ e o e r_•.
t Y
all 3 -0 3
lE
n.II
r.•
)3
- Ti ~~5:9.2 CO. .91 fiRlS .V .'SLUpJS 1~ \
~eL'.F?`+. 'F 2rEf lie. OI°.~`3i-e77FT~5:. +
2'Ef l.'sie'.t ~aiac r` -Rig ;14m Q3. lucC
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