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proves mat be tea for teconoan purposes(Privacy Law,� t:.N�.':Sm)�_ I Se✓� �Q��i�, / f a/�Z G�
Property Owner i Property Location Qf
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Property Owner's Mailing Adoreaa Lot Bloat A &bd. Name or CSM#t ...Ji+err C
�s S s� -7� _ J 31-10111
State Zip Cooe PR,Fe Number ❑City ❑Village Nearest Road 4.444e0
/ eiv'Jss/v/ ; ;(7 Y'1d--/,287 5:9.filerx04" liZi`c,►
*New Construction „se/ esioent a,Number of bedrooms_ZZ.__ Code denved desgn fay rate_�x��GPD
❑Repia ernent 0 Public;or eiraa•Describe• 7
Parent material �C.a '// __A,. Flood Pian elevation if applicable /`7 / ZOt"LK 1L
Genera comments iv dis,1-vr wM.L of lerp > 2S�e!
System Type ✓ System Elevation 7150
Boring I Bong#
Pit Ground surface eief e. (/4 f t. Depth to Smiling factor /a
(i n. Sa1 AppGcaUon Rate
Horizon Depth Dominant Color Raoox Desrnpoo, Temie Structure Consistence Boundary Roots GPD/R
in. Munsel Ou.Sz Cant Color Gr.Sz Sit 'Eff#1 'Eff#2
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Pit Ground surface alai( v 7fft Depth to Writing factor 44 it.
Sol Application Rate
Horizon Depth Dominant Color Rectos Description Texture Structure Consistence Boundary Roots GPDAP
in. Mussel Ou.Sz Cant Color Gr.Sz.Sh. 'Elf#1 'Eff#2
I e-8 /4 , (z- - S/ ,12/TT c r • ./,
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'Effluent#1 a BOO.>30<220 nryL and TSS>30<150 'Effluent#2 a B L an OD,<30 myd TSS<30 rmeL
CST Name(Please Print) /,r e CST Number
Bird Plumbing, Inc. Shaun Bird ,` 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 7—20 —Z/ 715-246-4516
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Property Owner_ Paroel ID# Page d
Bonng
3 Boling*
®.Pit Grand surface elev7 / ft. Depth to limiting factor L `, n.
Sol Application Rate
Horizon Depth Dormant Color Redox Description Texhre Structure Consistence Boundary Roots GPOn!
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Boring# 0 Boring
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Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff
n. Munsel Qu.Sz. Cont Color Gr.Sr.Sh. •Eff#1 'Ef#2
Boring ft
Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor n. Sol Application Rate
Horizon 'Mph Dominant Color Redox Desafption. Tincture Structure Consistence Boundary Roots GPORf
It Munsel Qu.Sz. Conn Color Gr.Sz.Sh. 'E1f#1 •E1f#2
Elhiers#1 z BOO,>30<220 mg&and TSS>30<150 mg& •Effluent#2•BOO,<30 rrrg&and TSS<30 mat
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31104330(RHO)
Soil Test Plot Plan
Project Name P+P Land LLC Sha
Address 275 E 4th St. Ste 720 A�
St. Paul Mn 55101 co, #226900
Lot Subdivision Date 7/20/21
SE 1/4 SW 1/4S 8 T 31 N/R19 W Township Somerset
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4"pipe
System Elevation TBD *HRpSame as Benchmark
Scale = 1 /4" = 10'
A
B-1
B-2 20' 1 B.M.' 200'
■ ■
10'
1% Slope
■ 50'
B-3
No contours, slightly sloped 400'
Rice Lake Road
CERTIFIED SURVEY MAP
LOCATED IN THE SE1/4 OF THE SW1/4, SECTION 8, T31N, R19W,
TOWN OF SOMERSET, ST. CROIX COUNTY,WISCONSIN
OWNER SURVEYOR
P&P LAND,LLC EDWIN C FLANUM
275 E 4TH STREET NORTHLAND SURVEYING,INC.
SUITE 720 P.O. BOX 152
ST.PAUL, MN55101 AMERY,WI 54001
BEARINGS ARE REFERENCED TO THE SOUTH LINE OF LEGEND
THE SW1/4,SECTION 8, BEARING N89'50'32"W.
(ST.CROD(COUNTY COORDINATE SYSTEM). O ST.CROIX COUNTY SECTION CORNER
POSITIONED FROM COUNTY COORDINATES.
THIS INSTRUMENT DRAFTED BY EDWIN FLANUM POSITION VERIFIED WITH MONUMENT AS
o) JOB NO:21-92 DWG:CSM NOTED OR TIES OF RECORD
DRAFTED: 7/09/21 FIELD: 7/13/21
o CI 3/4"X 18" IRON REBAR SET WEIGHING 1.50
SCALE IN FEET 1"= 150' LBS.PER LINEAR FOOT
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UICZ b SOIL BORING
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O I 12%SLOPE OR GREATER
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