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N~ r-y~{ rbantetromce+'''' SOIL EVALUATION REPORT 7 k I~v Page of
Ji~ision of Sarety antl Builclkps
in award ncewith Comm 85. Wis. Adm. Code Caunb
Attach complete site pan en paper no} less-than 8 112 x 11 inches in size. Plan must
include. but not limited to vMhcal and horizontal reference point (BM). direction and Parcel LD. I I~ 1 ) { / ~,,~.tl -
peeent slope. scalea dimensions, north arrow, and locaticn and distance to nearest road.
vie y Date
Please print all information. Rn / (ry i
P.rsona ndmmatwn rW pru.we msy DO vied fpr secondary Nrpo (Privacy Law. s. 15 04 (1) (m)) _ V IS
Property O.vner Pmpertylocation
I t Govl. La 1145 114 S T Z N R E( ) W
property Owner S Mani r ss Ilv`~ Lot k Block 1f W, Kane or 1
/4 ("Pin It
city e, Lp Code Phone Number ❑ City ❑ V ge Town Nearest Road
Construction Use 2kesrdential! Number of bedroom Code derived design flow rate y-)'r71--'d4iJ GPO
~❑Replacement ❑ Public gyp'/~commerdaI-Descnbe:
z ir_7 _ Flood Plain e(evalle+l if applicable
Parent material( 1K / _ - l
and recommendations: - -
System Typr._(iU System Elevalinn_..
Boring # ❑ Boring
L_J Pit Ground surface elev. R. Depth to ImiWg factor in. Soil Application Rae i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPFi/ff
In. Muretel ou. Sz. Cord. Cola Gr. Sz. Sh. •Eff#1 I •EfflR
1 J 1 ~1 C,
1
/
Rd ng#
-pinrig
Ground surtdce elev- n. Depth to lirtxtirg factor m. Soy ApPication Rate
I P;aUon Depth Dominant Cola Redox Description Texture Structure Cons stence Brwrdary Roots GPDMf j
1
IL In. Munsell ou. Sz, Cont. cdor Gr. Sz, Sh. -'Eff#1 I *Eft r2
/0,, 31 L "k ILL
z i
;Cc_ Lv/;~
• Effluent #1 = BOD. > 30 < 220 mg1L and TSS >30 < 150 Ettluent 92 = BOD, < 30 mgV1- and TSS < 30 mryt
CST Name (Please Print) _ Sir c CST Number
Bird Plumbing, Inc. Shaun Bird 226900
A ;boss Dete tvaluatdn Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 r e.4' 30 _ 715-246-4516
1
Property Owner _ Parcel ID # Page - of _
Boring ❑ Boning /
❑ # Pit Ground surface elev. tt Depth to limiting factor L in. Sad icalion Rate
Hodzon Depth Domnant Color Redox Description Texture Structure Consmtence Boundary Roots GPDff
in. Munsell Cu. Sz. Cont. Color Gr. sz. Sh. 'E@#1 'EI192
-I 1,
ij
~4 'cc
t,
❑ Bomg # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to FmitiN factor in.
Sal Application Rate
Hoizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD#F
in. Munsell Ou. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. R. Depth to limiting facto in. Sad Application Rate
Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roos GPOM
.n. Munsea Cu. Sz. Cord. Color Cr. Sz. SR 'Eff#1 'EW
' Effluent #1 = BOO, > 30 < 220 mgnL and TSS >30 1150 nV;L ' Effluent #2 = SOD, < 30 mWL and TSS < 30 mqL
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SBAUAIptbaol
Soil Test Plot Ptoject Name Oevering Homes L111 rd > 4
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 CSTM #226900
Lot 1 Subdivision Hunter Hills Estates Date 6/15/18
1/4 SE 1/4S 23 T 29 N/R19 W Township Hudson
❑ Boring 0 well PL Property Line County ST. CROIX
BM or V"RP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD *HRPSame as Benchmark
Scale is F = 40'
unless otherwise
B
107.5' noted
4 % slope
15'
40'
B-3
45
50'
RI
100
106.5'
107.5'
B.M.*
Jack Drive
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