HomeMy WebLinkAbout040-1318-00-055 (2) aV REPORT Page 1 of 3
Wisconsin Department of Commerce r
Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Cde
County ST.CROIX
Attach complete site plan on paper not less than 8;1/2 x 11 l&�ess$ze'ttflbrtmust
include,but not limited to:vertical and horizontal Werence point( M),dice and Parcel I.D. ,/ _
percent slope,scale or dimensions,north arrow,a0d location and distance to neares yroad- Rew d by Date
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Personal information you provide may be used for secondary purposes(Privacy Law,s:15:04'(1)(m)).
Property Location •
Property Owner NW 1/4 NW 1/4 S 11 T 28 N R 19 EE((or)W
LEONARD&MARGARET DELAURIERS Govt.Lot ----
Owner Owner's Address Lot# Block# Subd.Name or CSM#
Property N55 --- Hills of Troy
706 Coulee Trail []mIlage • Town Nearest Road
City State Zip Code Phone Number lty Coulee Trail
Hudson, WI 54016 ( )
4 Code derived design flow rate
600 GPD
0 New Construction Use Residential/Number of bedrooms
Replacement 0 Public or commercial-Describe: ft
Parent material loess over till
Flood Plain elevation if applicable u�
General comments Mound System--.84 ft.sand fill--0.6 loading rate--plow depth 12" �f� ry, �/
and recommendations_ _ �� R/ v
pre- ea ent-below grro nd drip irriga' sy 8 loading rate)
AlflAj d
D Boring 30
Boring# ❑ n Soil PD/fon Rate
Pit Ground surface elev. 1063.39 ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
Gr.Sz.Sh. `Eff#1 *Eff#2
in. Munsell Qu.Sz. Cont.Color 0.8
1 0-4 10YR3/2 - sil 3fgr mvfr as 3vf m 0.6
2 4-12 10
sil 2fgr&abk mfr as 2vf-m 0.6 0.8
3 12-16 10YR3/4 s sil 2fabk mfr cs lvf-m 0.6 0.8
k mvfr as lvf-m 0.2 0.6
fsl lfab
4 16-30 7.5YR3/4 0.6
5 30-36 7.SYR3/4 f2f7.5YR4/4 fsl lfabk mvfr ab lvf-m 0-2
till/Isbr -- -- -- --
6 36-42
Some gr in all horizons;few cobbles.
0 Boring 1063.59 31
in
El goring# g. Depth to limiting factor Soil lication Rate
'0 Pit Ground surface elev.
Horizon Depth Dominant Color Redox Description Texture Structure FCOnsistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color
Gr.Sz.Sh. *Eff#1 'Eff#2
1
0-4 10YR3/2 sil 2fa&sbk as 2vf-m 0.6 2 4-10 -- sil 2fgr&abk
ab lvf-m 0.6 0.8
mfr cb lvf-m 0.6 0.8
3 10-20 10YR3/4
sil 2fabk
sl l fabk mfr as l of-f 0.4 0.7
4 20-31 10YR3/4 0.2 0.5
--
5 31-35 7.5YR3/4 -" fsl Om I mfr as
6 35-38 -- till/Isbr -- -- --
Horizons 4,5 have some gr;few cobbles.
*Effluent#2=BOD <30 mg/L and TSS<30 mg/L
*Effluent#1 =BOD >30<220 mg/L and TSS>30 5 150 mg/L CST Number
'gnature
CST Name (Please Print) 224832
Ma Jo Hollister
�Iuation Conducted Telephone Number
Address (715)426-1775
W9875 690th Avenue, River Falls, WI 54022 05-05-05 nTT n^^^,T^^,^^
IF r �
(Pending) 3
Property Owner
DeLauriers(Lot N55) Parcel ID# g) Page of
FI] Boring# ❑ Borin4 1066.45
' Pit Ground surface elev. ft. Depth to limiting factor 2G in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *EGPD/ft=Eff#2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
1 0-4 10YR3/2 -- A 3fgr&sbk mvfr as 2vf-m 0.6 0.8
2 4-11 10YR3 sil 2fabk mfr as 2vf-f 0.6 0.8
3 11-17 10YR3/4 -- sil 2fabk mfr as 2vf-f 0.6 0.8
4 17-26 7.5YR3/4 -- fsl Ifabk mfr as lvf--f 0.2 0.6
5
26-36 7.5YR4/4 c2f 7.5YR3/4 fsl Om mfr -- -- 0.2 0.5
F-I Boring# F Boring
��,^'� Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
U Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#I *Eff#2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
❑ Boring# Boring 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/f�
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
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S13D-8330Test(R.07100)
• Page 3 o 3
Plot Plan for Hills of Troy g f
Town of Troy, St. Croix County, Wisconsin
Lot 55 1 Yv = 40 ft.
• 2 ft contours
Legal Description ,��,�f� ��-�rri�������sue:I�,-rz���
Backhoe pit
BENCH M . CH MARK:
AS K
TOP OF 1 1/4" TO OF 1 1/4" \
IRON'A PIPE =�D67.5Z IRON IPE
IELEV ION
66'WIDE SHARED \
r /� SO' 7 i
55
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L® TOP F qRK
• EVq Tip -
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B-96A
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