HomeMy WebLinkAbout020-1466-10-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I___ of
Division of Safety and Buildings 115 wis
in accordance m ~ ~ ~ ~ Adm- p County ~ ~ ~ i
Attach complete site plan on paper not less than 8 1/2 x 1 inchRih si ELE
7
include, but not limited to: vertical and horizontal referee point (BM), direction and Parcel I.D. L --/G
percent slope, scale or dimensions, north arrow, and loce on and distance to nearest road. 7
Please print all informa on. Re j ed by :~1,3b
sPersonal information you provide may be used for secondary pu es "~1"x~~lv(? tm))
Property Owner ZO N I N eRw y Locati
Govt. Lot tag, /4 S To w
Property Ownees Mailing Address of # Block # e CSM#
~y State Zip Code Phone Number C❑ VilTown Nearest Road
GPD
ew Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate
❑ Replacement Public or commercial - Describe:- -
Parent material L Flood Plain elevation if applicable 0!'V /
ati
General comments
and recommendations: SM t 0/ X 3 2-
Baring # Q Boring T -/in.
Pit Ground surface elev.t ~ti• Depth to limiting factor 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
2 h - ,
,t
Boring # Boring cf
Pit Ground surface elev. / t ft. Depth to limiting factor in. Soil lication Rate
a
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
11Y' -2-
Z s/ Z
i
.I
n
• Effluent #1 = BOD > 30.< 220 mg/L and TSS >30 150 mgli_ ' Effluent #2 = BOD 30 mgA- and TSS < 30 mg/L
F Please Sig CST Number
226900
bing, Inc. Shaun Bird
Date Evaluation Conducted Telephone Number
715-246-4516
2nd Ave, New Richmond, WI 54017 !J~
Parcel ID # Page of
Property Owner -
a Boring # ❑ Boring
Ground surface elev. / ft. Depth to limiting factor "n Soil Application Rate
Pit
Horizon Depth Dominant Color Redox Description :Texture Structure Consistence Boundary Roots `Eff#GP'Etf#2
r. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color G
rl~
Z
2 1~ 3 s~ ~,F'►~
- ~ ~ s , m I •7
❑
Bori ~ # C] Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. 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
Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑
❑ Pit 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 `042
• Effluent #1 = BODS > 30:s 220 mg/L and TSS >30 < 150 mg/_ ` Effluent #2 = GODS 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.
SBD-8330 (RAM)
' Soil Test Plot Plan
Project Name Richmar Industries Shaun d
Address P.O. Box 732
Hudson Wi 54016 C #226900
Lot 10 SubdivisionHudson Business Center Date 5/25/05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 95.1/95.0 *HRpSame as Benchmark
Transport Trail
Please note: soil test was done to
satisfy zoning requirement, system 5$,
G~ location may not be suitable for os+
desired building location. Verify
system location before excavating. ,
3-
B-3
Scale is 1" = 40' 100'
unless otherwise 0% Slope so
,
noted 30'
B-1
Ryan Drive
400' Property
Line
.M. '