HomeMy WebLinkAbout020-1466-14-000
, Wisconsin Department of Commerce SOIL EVALUATION REPORT page of 3
Division of Safety and Buildings
in accor nce rh 1t j& Adm. Bode
i., County
Attach complete site plan on paper not less than 112 x 11 inches in size. Plan mu
include, but not limited to: vertical and horizontal fere=19 t M , direction and Parcel LD.
percent slope, scale or dimensions, north arrow, nd l I Weare t road. 7 t✓~
Revi wed by Date
Please print all in rm t'
0; X
Personal information you provide may be used for seco dary purepsaS w% . 15.04 (1) (m)).
Property Owner V roperty Location
R `I Govt. Lot / 5 T N R 01 E( W
Property Owner's Mailing Address of # Block # Name CSM#
C State Zip Code Phone Number ❑ Village Town Nearest Road
ew Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial - Describe:
Parent material j !!!t , ~r~~~ _ Flood Plain elevation if applicable
General contti L~ 54ie n•-- ~-f L)
and recommendations:
Boring # Boring
®
l y V f `ft. in.
Pit Ground surface elev. Depth to limiting factor
Soil Application Rate
IF- 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
I U ,J
e-2_ 1Z_-5,L_
r
If
Boring # Boring l /
F-'l pit Ground surface elev. 00, 1t• depth to limiting factor n ✓ Soil Iigtion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD1fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
c - 2 F/ , 6
Z f y~lo S m ~o
1 N
• Effluent #1 = BOD > 30 < 220 mg1L and TSS >30 1150 ' Effluent * = BOD 30 mg/L and TSS < 30 mg1L
CST Name (Please Print) S• re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
WI 54017 715-246-4516
1008 192nd Ave, New Richmond,
Parcel ID # Page of
Property Owner _
a Boring # E] Boring in.
Pit Ground surface elev. IMMIJ34 ft. Depth to limiting factor m soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
•Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
j, c 3~z 2 rGi c c
1 16
lLi~e7~W 17
Boring # ❑ Boring
❑ 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
Boring
Bori F-1 ng # El Pit Ground surface elev. ft. Depth to limiting factor tn.
• Soil Application Rate
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
Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
access services or
The Department of Comm PP provider and employer. If you need assistance to
or TTY 608-2648777
Commerce is an equal o opportunity service need material in an alternate format, please contact the department at 608-266-3151
seD4330pt.s(0o)
Soil Test Plot Pf
Project Name Richmar Industries
ird
Address P.O. Box 732
ff~
Hudson Wi 54016 ~'CSTM #226900
Lot 14 SubdivisionHudson Business Center Fite 5/25/05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 86.0/96.1 *HRpSameasBenchmark
B.M.
224' Property Line
0'
25' B-1 100' B-2 Please note: soil test was done to
DOE] satisfy zoning requirement, system
location may not be suitable for
desired building location. Verify
0% Slope system location before excavating.
40'
50'
B-3
Scale is 1" = 40'
unless otherwise
noted
315' Property Line