HomeMy WebLinkAbout042-1089-10-300 (3) . ' z r,,� \\ /1~,D I ' OlS 1 CST-.PG? I — 35-
ws.Dept.of Safety and Pro a`�Services 6 2p21 SOIL.EVALH T Page of
Division of Safetyand Builds C Ep
J 61 accordance with SPS 385,Wis. Adm. Code County St Croix
Attach complete site plan on per ne),IeyslAen B 1)x.c 1 l iricFlPs in size.Plan must
include,but not limited to: I anOopeontatt int(BM),direction and Parcel LD.
percent slope,scale or dim s' ,and location and distance to nearest road. 0"/Z- !O O 9 - /0- 3"
Please print all information. Rev by Date
Personal mtomrabon you provide may be used for secondary purposes(Privacy Law.s.15 04(1)(m)). / ( i z_
Property Owner Property Locationff II TT����LL.�� y2/z
Diane Triebold Govt.Lot NW 1/4 NL1/4 S 32T 29N R 1 (or)W 1-1 ❑•
Property Owner's Mailing Address Loy 7,lode# Subd.Name cr CSM#
P.U. Box 25 /f na CSM Z3 S536
r
City State Zip Code Phone Number laity Village Drown Nearest Road
Roberts WI 1 54023 1 ( ) Warren 1 70th ave.
0 New Construction Usea Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO
❑Replacement ❑ Pubic or commercial-Describe: na
Parent material outwash Flood Plain elevation if applicable ZQ IA•Q_X na ft.
General comments Conventional system,system elevation I(14.40(1.Trenches spaced and depth to code 48 inches below grade.
and recommendations' C 1
Boring#
0 pig Ground surface elev. 9R.9 ft. Depth to smiting factor 1 10 in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure :onsistenoe Boundary Roots GPD/ft '
in. Munsefi Qu.Sz. Cont.Color Gr.Sz.Sh, 'Eff#1 'Iff#2
1 0-12 10yr3/1 no"' sit 2msbk mfr cs lvf .6 .8
2 12-33 IOyr4/4 nun: sicl 2mshk mli CS na .4 .6
3 33-I10 7.5yr4/6 none MS osg ml na na .7 1.6
2Bori19# Boring 98.9 110
0 pit Ground surface elev. R Depth to smiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure 2onsistence Boundary Roots GPO/ft '
in. Munsen Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'UM
I 0-12 10yr3/1 none sit 2msbk mfr es lvf .6 .8
2/ 12-26 10yr4/4 mite scl 2mshk mfr cc na .4 .6
3 26-38 7.5yr4/4 now Si 2msbk mfr cs na .6 1.0
4 38-40 7.5yr4/6 none
Y cs osg ml cs na .7 1.6
5 40-110 7.5yr4/6 none ms osg ml na na .7 1.6
•Effluent#1 -BOD s>30<220 mg/I-and TSS>30 <150 mg/L 'Effluent#2-BOO 5<30 mglL and TSS <30 rrglL
CST Name(Please Print) CST Number
David J. Steel 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond,WI. 54017 6/07/2021 715-760-0347
SBD-8330(RI I/11)
,
Diane Treibold 2 3
Property Owner Parcel ID# Page of
3 Boring# � Boring 100.40 110
c Pit Ground surface elev. ft. Depth to limiting factor n. r
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft '
in. Munsei Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 'Eff#2
1 0-10 I0yr3/2 none sit 2msbk mfr cs lvf .6 .8
2 10-21 I0yr4/4 none sic 2msbk mfr cs na .4 .6
3 21-33 7.5yr4/4 none Is osg ml cs na .7 1.6
4 33-110 7.5yr4/6 none ms osg nil na no .7 1.6
Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Boring# g Boring
Pit Ground surface elev. f< Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ;onsislence Boundary Roots GPD/ft '
in. Munsed Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOD ,>30<220 mgfL and TSS>30 <150 rrhg/L 'Effluent#2=BOD ,<30 mgtL and TSS <30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay.
siir rnor. (II[1 ill
•
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Diane Triebold 1248 70th Ave
CST-POWTSM NWI/4,NE1/4,S 32,T29N,R18W Roberts, WI 54023
Lie. #248956 Town of Warren, St. Croix Co.
715-760-0347 CSM moo/- z
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown,as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
t., 1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" PVC Pipe
• =Alt Benchmark E 99.60 ft
Top of 3/4 " PVC Pipe
❑ = Borings
Boring Elevations
B1 = 98.90 ft
B2 = 98.90 ft
B3 = 100.40 ft -3)�
e
B4 = 0.00 ft
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