HomeMy WebLinkAbout020-1466-22-000
1.
L
in REPORT Page of
Wisconsin Department of Commerce CMOs
Division of Safety and Buildings in accordae its, tf minty
Attach oomplete site Plan on pape
r not less than 8 size. Plan in and to: vertical and horizontal ref, direct Parcel LD.
induce, but not limited rr w antanceton,, stroa r` U
percent slope, scale or dimensions, north a o
Please print all info i~ Review by -1 11.
DLltlze
Personal ir>forrnation you provide may be used for secondf5.t14 (1) (m)). Property Owner r7'' ! Property Location
2`rIYlce/✓ -1 7 1 Go 11l4 T N R EZ(oW
Property Owners Mailing Address Lot # lock # Name CSM#
city State Zip Code Phone Number dy , ❑ Village Town Nearest Road
ew Construction Use: ❑ Residential ! Number of bedrooms Code derived design flow rate GPD
w
❑ Replacement Public for commercial - Describe: - - -
Parent material Flood Plain elevation if applicable
General comments s s ~ It 91
and recommendations:
Bori t-1 Boring v/
® ng # Pit Ground surface elev. ft. Depth to limiting factor 'n. Sal is bon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
r
3 ,Li 6 ® ~ ~ 1.
t
11
Boring # E] Boring
® pit Ground surface elev. Sl ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots rEff#GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
n1 2 (o
b-1 U 161 A 1- 312
Z
JAI
$~i15500 Effluent#1 BOD > 30 220 mglL and TSS Effluent #2 BOD < 30 mg/L and TSS < 30 mgfL
CST Name (Please PrinO ure CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5404107 S 715-246-4516
' v
Page of
Owner Parcel ID #
Property - /
❑ Boring; 1 / - > ✓
Boring # Depth to limiting factor
❑ pit Ground surface elev. in. 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
2M D
1'D ✓ 3JZ r-- F- --s
e7 0-1 w s , D
S-II IU ry~~ S 7
Boring # ❑ Boring
❑ ❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. 'Eff#1 'Eff42
Boring
Boring E) F-1 # 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/fF
in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. `Eff#1 'Eff#2
i
` Effluent #1 = BOD; > 30 < 220 mg/L and TSS >30 < 150 mg& ` Effluent #2 = BOD5 130 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.
S13D•8330 (R.6=)
Soil Test Plot Plan
,project Name Richmar Industries Shy i
Address P.O. Box 732
Hudson Wi 54016 STM #226900
Lot 22 SubdivisionHudson Business Center p e 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 91.9/91.4 *HRpSame as Benchmark
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.
Scale is 1" = 40'
unless otherwise
noted
B-2 50' B-3
184'
Richard Drive % Slop property line
100,
I
I
i
92'
B-1
20' 96'
B.M.
433' property line 225' Property Line