HomeMy WebLinkAbout020-1487-10-000 v j) Wft
wisxnsinDepartment ol6"k. L'
mr k.L' SOIL EVALUATION REPORT Page of
D.Aswn of Safety and Buildings
: in accordance with Comm 85, WrS. Adm, Code
County
Attach ooMP14W sdgWaenn. daperawt ~kss than 8 1/2 x 11 inches in size. Plan must '
include. but net limited to vertical and horizontal reference point (BM), direclion and PanxS I D
Percent slope. scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by Date
Panaul -MUmWia+ you provide -my be used fa seoondery Gureoees (Privscy Len., r 15 01 (1) (m)) -
Property Owner Property Location -
De Jj t n Govt. Lot 114 114 S T Z N R E W
Properly Owneres MaiN r ss / L # Block # Subd. Name or ttt .
C. Q n
city fate Zip Code Phone Number ❑ Crty ❑ V ge Town Nearest Road
Construction Use-W,f\2esidenbal / Number of bedroom Code derived design flow rate O Z~GPD
❑ Replacentenl ❑ Publ~ic/q/~ commercial - Describe.
Parent material p-(„(' .i --Flood Plain elevation0 applicable fl-
General comments r !
acid remmrgn0ab~otns_ r R ~JL
System TYPe_.1 JK System Clevauon
Boring I~1 Boning /
# CTPit Ground surface elev. R. Depth to limiting factor /Z in.
Sort Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Mtmsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 '092
N 7- 'Z
L L~
r
Bering # Bonng
C-- Pit Ground surface eldv! " - it. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell ou. Sz. Cont. Color Gc Sz. Sh 'Efb#t 'Eft#2
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Effluent #1 = BOO. > 30 < 220 mg/L and TSS >30 < 150 mgt ' Effluent 02 = BOD, < 30 nx and TSS < 30 nxyL
CST Name (Please Print) Sign CST Number
Rird Plumbing, Inc. Shaun Bird 226900
Address Date Fvaluation Conducted IGophono Number
1432 120th St, New Richmond, WI 54017 20 --IE 715-246-4516
Property Owner _ Parcel 10 # Page of_
a Boring # Boring
Opry Ground surface elev. /2 -7 fl. Depth to lirrvling factor in. 777 Sal -APPIkabon Rate
Horizon Depth Dominant Color Redox Description Texture Stru twe Consistence Boundary Roots GPDM
_ in. Munsell Ou. Sz. Cont Cola Gr. Sz. Sh. •Eflpt -ERp2
ifir
l
a Boring # ❑ Boring
❑ pit Ground surface elev, --ft. Depth to limiting factor in Soil li bon Rate
Horzon Depth Dominant Color Redox Description Texture Structure Consistence Booxtary Roots GPDM
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 •E##2
f -
Boring # ❑ Bon g
❑ Pit Ground surface elev. ft. Depth to "ft facia
Soil Application Rate
Horizon -*ft Dominant Cola Redox Description. Texture Structure Coxtistence Boundary Roots GPOM
in. Munsel Ou. Sz. Cont. Color Gr. Sz. Sh. 'EM1 'Eff#2
Effluent #1 = BOD, > 30 < 220 ng4 and TSS >30 < 150 r1g1L ' Effluent #2 = BOD, 130 mgA- and TSS 130 nViL
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Soil Test Plot P4'n
Project Name Oevering Homes haun Bird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017'CS hM #226900
Lot 10 Subdivision Hunter Hills Estates /ate 6/15/18
1/4 SE 1/4S 23 T 29 N/R19 W
Township Hudson
Boring O Well PL Properly Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBIJ *HRpSameasBenchmark
60' 109' 548' Properly Line
to 9798.99'
too'
55'
8% Slope
B-3 Scale is F= 4W
100' unless otherwise
noted
20'B- 1
Gavin Pass
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