HomeMy WebLinkAbout020-1466-15-000 (2)
Wisconsin Department of Corn erce~~~ SOI EVALUATION REPORT Page/ of
Division of Safety and Buildings Q~
k~,.k>!accordance with Com 85. Wis. Adm. Code County
Attach complete site plan on p per not les 1 )C inches in size. Plan must
include, but not limited to: verti 1 and~~nrtia direction and Parcel I.D.
percent slope, scale or dimensi s, nortQ tion and distance to nearest road. C 7 U/ tv
Revie ed by Date
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 1504 (1) (m)). ('011111615
Property Owner Property location
E (o W
Govt. Lot 1/ 0'/' T N R lei
Property Owner's Mailing Address of # Block # Name CSM#
O ' 1,30 T -'s ?-IS (j.- ink
city State Zip Code Phone Number iry ❑ Village Town Nearest Road
04aw Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial - Describe: - -
Parent material L oft Flood Plain elevation if applicable ff
General comments
and recommendations:
Boring # Q Boring O' . Depth to limiting factor 00 in.
10- F-11 Pit Ground surface elev. ft. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ/ff
Etf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
MOIL S S-7
2 Iz-3 b D
Boring # Boring
Depth to limiting factor - in.
Pit Ground surface elev. Soil Iigtion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 `Eff#2
g - t Z cs m ~(0 /-o
'6
,-n s
d' 2
2-11
.t
,I
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 1 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
lure CST Number
CST Name (Please Print)
226900
Bird Plumbing, Inc. Shaun Bird
Address ation Conducted Telephone Number
D to Evalu
a
1008 192nd Ave, New Richmond, WI 54 7 Z o 715-246-4516
1
Property Owner Parcel ID # Page of 'Qf Boring Pit Ground surface elev.
Bori a ~ # t Depth to limiting factor in.
ft. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2
- c s Z l`~
D-1o 16,,1-317- 2 m
ti
l L S 4C-t
.I
F-1 ~ # ❑ Boring
Soil lication Rate
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring
❑ Boring # Ground surface elev. ft, Depth to limiting factor in. ❑ Pit Soil ication 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
Effluent #1 = BOD5 > 30 220 n IL and TSS >30 < 150 mg/L " Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
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.
580.8330 (8.6/00)
Soil Test Plot Plan
Project Name Richmar Industries Shau ird
Address P.O. Box 732
Hudson Wi 54016 M #226900
Lot 15 SubdivisionHudson Business Center Date 5/25/05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
F1 Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 96.8/96.4 *HRPSameasBenchmark
~113.M. 224' Property Line
25' 97.5'
20
100.5'
B-1 40'
50'
100
B-3
Slope
go.
B-2 Please note: soil test was done to
satisfy zoning requirement, system
location may not be suitable for
desired building location. Verify
system location before excavating.
237' Property
Line
Scale is 1" = 40'
unless otherwise
noted