HomeMy WebLinkAbout020-1466-19-000 (2)
Wisconsin Department of Commerce OIL :de REPORT Page of
Division of Safety and Buildings
~~rslan must
in accordance Comm 85, Adm. Code County Attach complete site plan on paper not less than 8 112 x lndude but not I mded to: vertical and horizontal referen 1 In
rote pB~~M,~, ion and
po ( } Parcel LD. percent slope, scale or dimensions, north arrow, and loca on arg11i o nearest road. ZON'_;: Revie ed by Date
Please print all informs! _ _
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner / Property Location
/Z`t c,t~ ,v1rr~ ZL~r,,L j Go Lot 1! 0/4 T N R E (o w
Property Owners Mailing Address of Block # ?bbd.. Name CSM# - ,A
State Zip Code Phone Number City ❑ Village Town Nearest Road
r/2194150 jwi IZ&
ePJ~Qew Construction Use`: ❑~,Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement X public or commercial - Describe: - -
Grt Flood Plain elevation if applicable
Parent material ft.
General comments
and re and recommendations:
# L-1 Boring
F-11~ 41 (0
Pit Ground surface elev. ` ft. Depth to limiting factor Z' in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Efl#1 '042
o_)L - ~r , 6 /10
12-_32
.o
2_11S- Nl y~l~f
,I
Boring # Boring
FUl Pit Ground surface elev. (2 ft. Depth to limiting factor Q in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots tE GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0
-j2- Ib V'1J(e - S rn)
rt
rr
U I
Effluent #1 = BOD > 30 < 220 mg1L and TSS >30 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS 130 mg1L
CST Name (Please Print) Si re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 0~'"' 715-246-4516
Parcel ID # Page of
Property Owner _
Boring # ❑ Boring
/ f e. Depth to limiting factor
ication Rate
"Utf Pit Ground surface elev. ft ~ go
a
Horizon Depth Dominant Color Redox Description Texture Structure ConsisteGPDJH?Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
7 /4
/.b
27~ f 3 ~Z j~ ~gc 1
n OL n a 0
7
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev, ft. Depth to limiting factor in. Sal 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
E 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 •EGPD Etf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BOD5 > 30:s 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 rng1L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD4330 (RAM)
• Soil Test Plot Plan
,Project Name Richmar Industries Shaun d
Address P.O. Box 732
Hudson Wi 54016 C #226900
Lot 19 SubdivisionHudson Business Center Date 5/05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
Boring 0 Well PL Property Line County ST. CROIX
Assume Elevation 100 ft. Top of Survey Iron/Nail
BM or VRP
System Elevation 95.7/95.2 *HRPSame as Benchmark
63 Property Line 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.
97'
9'
B-2
Scale is 1" = 40'
unless otherwise 7% Slope
noted
110 B 3
B-1
40'
30'
B.M.
40' 440' Property Line