HomeMy WebLinkAbout026-1165-17-000 (4)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Dr~slon of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Attach complete s L
include, but not limited to: vertical and horizontal reference point (BM), direction and je cel I.D. 7
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 2 ~ VV v
ewe d Date
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). L3
Property Owner Property Location
z
~1. C/`-~ j y✓ Govt. Lot 11 J` 1 /4 S 2 T30 N R E (o W
Property Owner's Mai' Address Lot # Block # Subd. Name or. M#
_ Nearest Road
City tate Zit Code Phone Number ❑ City ❑ Village ;ffTQ!W
New Construction Us • Residential / Number of bedroom Code derived design flow rate "A GPD
❑ Replacement Public or mercial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments
and recommendations: ✓ .2,
n Boring
Pit Ground surface elev. ~ ft. Depth to limiting factor v in. Soil Application Rate
L-l--~~ #
Hofizon Depth Dominant Color Redox Description Texture Sttucture Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
Z v- 3 -V '
3 ~i
® Boring # Q Boring ~j
urface elev. ft. Depth to limiting factor -Y'j/ in.
Pit Ground s Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
D'/lJ [`(J e- 3~ rn s
2 d~~ 1 mfr 'w F .3
• Effluent #1 = BOD > 30:E 220 mg/- and TSS >30 < 150 mg/ /10~ ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
Si CST Number
CST Name (Please Print)
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017- f~_ v 715-246-4516
Property Owner _ Parcel ID # Page of
[3_1 Boring # ❑ Boring
Ground surface elev. I ft. Depth to limiting factor in. Soil Application Rate
Pit
Horizon Depth Dominant Color Redox Descriptio Texture Structure Consistence Boundary Roots 'E GPD/ff
#1 '042
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Yt Z_
73
2 /0_ (D ✓ s ✓ a~ , 3
( " S Ds 1 >1 ,7 J, a
Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
❑ Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft
Efl#1 '042
'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Boring # Boring elev. ft. Depth to limiting factor in.
❑ Pit Ground surface Soil ication Rate
F-1 ❑
Roots GPD1ff
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary •Eff#1 '042
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
I
Effluent #1 = BOD_ > 30:< 220 mglL and TSS >30 < 150 mglL ` Effluent #2 = BOD, 30 mglL and TSS 30 mglL
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.
SBD-8330(8.600)
f Soil Test Plot Plan
Project Name William Stock/Steve Dalton Sha ' d
Address 1748 112th St. /
New Richmond Wi 54017 ~AM #226900
Lot 17 Subdivision Lundy Meadows Date 8/11/03
N 1 /2 SE 1/4S 22 T 30 N/1318 W Township Richmond
❑ Boring C) Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 93.6/93.2 *HRpSame as Benchmark
Alt. BM Top of 2" Pipe @a 100.2'
Scale is 1" = 40'
Please note: Installer must unless otherwise
verify all lot lines and setbacks
before installation. noted
Please Note: Tested area
may not be suitable for
desired building area.
Check system location
before excavating. 97,
99'
30 B-2
5
0' M
5%
Slope
B-3
B-1
40'
Alt. B.M.
397' Property Line y4d B.M.
75'