HomeMy WebLinkAbout040-1318-00-033 (2) IV
a Wisconsin Department of ommerce . l�{� EYE LUATION REPORT Page l of 3
Division of Safety and Buil ings g,
in accordance wit Comm 85 Ws.'Adm. e
°° - County ST.CROIX
Attach complete site pla on pWiirW 6s-tl�16r1�12 x 1111 inches in size.Plan must
include,but not limited t :verticaY&dlht6`a2VJfifaiaiference oint(BM),direction and Parcel I.D.
percent slope,scale or dons,no arrow,and location and distance to nearest road.
Please print all information. R sewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ! 7
Property Owner Property Location
LEONARD& ARG T DELAURIERS Govt.Lot ----NW 1/4 NW 1/4 S I I T 28 N R 19 E(or)W
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
706 Coulee Trail N33 --- Hills of Troy
City State Zip Code Phone Number City Ej Village Town Nearest Road
Hudson, WI 1 54016 ( ) Coulee Trail 1 Troy
New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft.
General comments Mound System-- 1.34 ft.sand fill--0.4 loading rate--plow depth 12"
and recommendations:
(If pre-treatment system-0.34 ft.mound sand--0.6 loading rate)
A2 "' �
F1 u Boring# Boring
0 Pit Ground surface elev. 1070.40 ft. Depth to limiting factor 27 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
1 0-5 10YR3/2 - sil 3fgr mvfr as 3vf-m 0.6 0.8
2 5-15 IOYR3 - sil 3fa&sbk mfr cb 2vf-m 0.6 0.8
3 15-27 10YR4/4 - sicl 3fabk mfr as lvf-m 0.4 0.6
4 27-36 1 7.5YR3/4 f2d 7.5YR4/6 sl Om mfr as lvf-f 0.2 0.6
Horizon 2 has some lmpl.
2 B Boring# Boring
❑ El Pit Ground surface elev. 1065.54
Depth to I Ing 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
1 04 10YR3/2 sil 3fgr mvfr as 3vf-m 0.6 0.8
2 4-9 10YR3/2 sil 3fabk mfr cam' 2vf m 0.6 0.8
3 9-22 7.5YR4/4 sl lmsbk mvfr aw 1 of-m
0.4 0.7
4 22-25 l 0YR5/6 - c 3fgr m fi cw 1 of--f 0.2 0.3
5 25- -- lsbr
*Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L *Effluent##j2=BOD <30 mg/L and TSS<30 mg/L
CST Name (Please Print) Signature Q `\�VW 1, CST Number
M Jo Hollister _ 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-03-05 (715)426- 1775
v
Property Owner DeLauriers(Lot N33) Parcel ID# (Pending) Page 2 of 3
p
❑ Boring# Boring
1066.83 El pit Ground surface elev. ft. Depth to limiting factor 20 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fY
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-10 10YR3/2 -- sil 3fa&sbk mvfr as 3vf-m 0.6 0.8
2 10-17 10YR4/4 -- sicl 3fabk mfr cb 2vf-m 0.4 0.6
3 17-20 10YR4/6 -- cl 2fabk mfi cv
lvf-m 0.4 0.6
4 20- -- - lsbr
F-1 Boring# El Boring
n 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/fg
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring
F-1 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
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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-8330TW(R.07/00)
R •
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
11
Lot �� 1 = 40 ft.
Legal Description,;��� `�f 2 ft. contours
Xlcew� TCWt� CF--I-Rov 2 = Backhoe pit
V
BEN H M RK.� ./J
ER
LOEVATIION —
1
33 B—,2,A
® I
B io1C ems`® I
)n.,-MP OF- P14E 11J
o tsT P--L z D 7Z),
to
EN � •
of
P9
:
e �
: 34
1 :
/e 1 .