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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
- - °-°R County f 7~
Attach complete site plan on paper not less than jxI h ~`g~M~F
include, but not li mited to: vertical and horizontal nt Erection and Parcel I.D.
percent slope, scale or dimensions, north arrow, and distance to nearest road.Zfz Please print all in UN 0 1 2004 R ew d y Date
2Personal information you provide may be used for seco (Privacx w s. 1 ..04y(.,(m)). v D 0
Property Owner / ZON I N tiocatio
' F, Govt. Lot 1/4 --14 S-~ T N R E (o W
'ot /4 '411
Property Owner's Mailing Address Lot # Block # . Name or CSM#
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City State Zip Code Phone Number City ❑ Wage con Nearest R
New Construction Use. Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial) - DDlscnbe:
Parent materi al Flood Plain elevation if applicable v ' _ ft•
General axnments
and recommendations: S Plan-2 f~irrcv A~ v ~ J
ring (
Boring #
17 1 ~
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/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
r L, > fJ
0 -i Z r 3f i ,::7/
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V- 16 kill I
ring
BOri It
A 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
>r-
Z-2 6 r S` `
A14 a
Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD < 30 rng/L and TSS < 30 mg/L
CST Name (Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address
715
1008 192nd Ave, New Richmond, WI 54017 i~ - -246-4516
i
Property Owner Parcel ID # Page of
031 Boring # Boring
Pit Ground surface elev. 0 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2
i D-~ z ~3l t~ /10
F
z _2Z_ C-1 0_71
C-a C5
❑ Boring # 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
Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDIfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODi > 30 1220 mg/L and TSS >30 1150 mg/L ' Effluent #2 = BOD, < 30 fngll- and TSS < 30 mg/L
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Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Shaun
Address 706 19th St. S.
Hudson Wi 54016 CSC #226900
Lot 9 Subdivision Lundy's Preserve Date 5/ 4/04
N 1/2 NE 1/4S 27 T 30 N/R 18 W Township Richmond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 93.8' *HRPSameasBenchmark
Alternate Benchmark Top of Survey Iron C 96.0'
268 Property Line
Scale is 1" = 40'
unless otherwise B.M.
noted alt.
255' Property Line
94'
B-2
25' 93'
Please note:Soil test 70'
was done to satisfy
county zoning
requirement. Soil
test may not be 6 ,
suitable for owners 20' 30'
desired building
location. B-1
B-3
5%
Slope 0,
Pro Town Road
RECEIVED
O JUN 0 1 2004
Lundy's Preserve Comments: ST. CROIX COUNTY
ZONING OFFICE
The soils in this subdivision are quite variable and differ across the 80 acres. Some consist
of a clean outwash sand, other consist of glacial tills. In certain areas, the medium sands
have a very deep red color unlike I have seen in all of St. Croix county. The color does not
indicate high ground water because the color is so consistent. If you go through the red
sands then the sands turn off white/yellow but not those of a sand stone. In talking with Pam
Quinn from zoning, she commented that there could be a different chemical reaction with a
sands. I believe this is the case for the sands have a consistent size, and no mottles were
found above or below the sands. Sometimes bands were present, but were very slight,
and were mentioned to have the systems sized a little bigger in order to accommodate for
any inconsistencies in the soil. Also it is worth mentioning that the intersections of lots 6,7,8,
and 9 have a extremely poor soil present not suitable for a mound system. The surveyor
and I discussed this condition, and the resulting tests were spaced as far away from this area
as possible. All the soils tests were done to the best of my ability and I hold no liability for
anomalies and other oddities that can be found on this site.
Shaun Bird
CSTM #226900
5/28/04