HomeMy WebLinkAbout026-1165-18-000
of Commerce SOIL EVALUATION REPORT Page / of 3
Wisconsin Department
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD/~ OW-4-066
p percent slope, scale or dimensions, north arrow, and location and distance to nearest road. V Pleases print all nformatiorl,-- wed Date
Personal information you provide ma' be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z
Property Owner Property Location
Govt. Lot V 1/ d 1 /4 S T 30 N R E (o W
Property /Ow/ I's Mai' Address _ Lot # Block # Subd. Name c M#
Cdr tate Zip Code Phone Number i ❑ City ❑ Village ~T Nearest Road
New Construction Us o Residential / Number of bedroom Code derived design flow rate GPD
❑ Replacement Public ~ormmeeraal - Describe:
Parent material ~i - Flood Plain elevation if applicable/ ftI
General cormients O j 4C~ O:S
and recommendations:
n Boring
Pit Ground surface elev. ft. Depth to limiting factor r~o in. Soil Application Rate
06 L~~#
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
J/ 177A~- 57"
id - is L
Al) Z
®Boring # inns
Pit Ground surface elev. ft. Depth to limiting factor in.
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~ 3/ - 2 c 2 . S
2 d b Si s- 5
S Ds~ i h Z
-3 • Effluent #1 = BOD > 30 < 220 mgA_ and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) cj~ CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 9- O n 715-246-4516
Property Owner _ Parcel ID # Page of
Boring [3-1 # ❑ Boring ; J~ ? Ll
Pit Ground surface elev. / U~T~ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EGPD/ff°E
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0" L rv, l G
2- .1
a Boring # Boring
Ground surface elev. ft. Depth to limiting factor in
Pit Soil Application Rate
❑
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tP 'Eff#1 •Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
F-I Boring # Boring in.
❑ Pit Ground surface elev. ft. Depth to limiting factor Soil igtion Rate
GPD/ft:
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODE > 30:< 220 mg/L and TSS >30:s 150 mglL ' Effluent #2 = BOD, 30 mg/L and TSS 30 m91L
service
The Department of Commerce i tf opportunity
department at 608-266y3151eord TfY 608e264-8777. services or
need material in an alternate P
5868330 (R.6100)
Soil Test Plot Plan
Project Name William Stock/Steve Dalton 2tL
Address 1748 112th St.
New Richmond Wi 54017 OftM #226900
Lot 18 Subdivision Lundy Meadows Date 8/11/03
N 1 /2 SE 1/4S 22 T 30 N/R18 W Township Richmond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 101.6/101.4 *HRpSame as Benchmark
Alt. BM Top of 2" Pipe @ 100.2'
Scale is 1" = 40'
unless otherwise
noted
35 l'
Property Line Please note: Installer must
Pro
verify all lot lines and setbacks
before installation.
Please Note: Tested area
may not be suitable for
desired building area.
Check system location
before excavating.
B-1
5%
Slope -2
60' 50'
105'
Alt. B.M. 0
B.M30' 40' 464' Property
40'