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T,
RECEIVED
Wisconsin Department of Commerce SOIL EVALUATION REPOR pAID JUi~ag 1 2094
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County ONING OFFICE
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. CJ~"
Re wed b Date
Please print all information.
Personal inforfnation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). old
Property Owner Property Location
N R E (o W
3
Govt. Lot 1 /4 114 S' T
Jet, wner's ailing Address j Lot # Block # Name or CSM#
Property O
City State Zip Code Phone Number ❑ City ❑ village wn Nearest R
4Zdalnge-W I' of
0 New Construction Use. Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial - D scribe:
~i Flood Plai elevation if applicable /f✓`~^ y - ft.
Parent material 17 -'4 Q
General corrvrlerlts ~
and recommendations: sy-s,~P~,~. e f-C~/1/^J ?j • q 3j
ring LD
Bori F/ ng # ` pit Ground surface elev. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
3 -AIL-
Y2-121 s )
❑ Boring # ❑ ring
Ground surface elev. ft. Depth to limiting factor Soil Application Rate
Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EGPD Etf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Q ►~~/z C
• Effluent #1 = B00 > 30 220 mglL and TSS >WDate uenm i/L andTSS < 30 mgA-
ST Number
CST Name (Please Print) CST Numb 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
uation Conducted
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 540'1
Parcel ID # Page of
Property Owner
Boring # Boring Depth to limiting factor L Din.
Pit Ground surface elev. ~ft• Soli Application Rate
GPDO
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
l ' Q
0A!
Boring
a 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 •E GPD1ffEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
a 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
Gr. Sz. Sh. 'Etf#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
• Effluent #1 = BODs > 301220 mg/L and TSS >30 1150 mgA- ' Effluent #2 = BODS < 30 mg/L and TSS 30 mg/i_
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
sea8330 (RAU)
Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Shaun ird
Address 706 19th St. S.
Hudson Wi 54016 CS #226900
Lot 1 Subdivision Lundy's Preserve Date 5/24/04
N 1/2 NE 1/4S 27 T 30 N/R 18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 93.5/93.3/93.1 *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" pipe CC 99.6'
Please note:Soil test
140th Ave was done to satisfy
county zoning
requirement. Soil
test may not be
suitable for owners
desired building
location.
Scale is 1" = 40'
unless otherwise
*B.M 20' B-1 100' B-2 noted
10' Alt. B.M.
30' 98'
50'
100' B-3
4% 97
Slope
Pro Town Road
t°'EGEIVEC
JUN O 1 2004
Lundy's Preserve Comments: CRO~X COJN rY
ZC7NING 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 t
5/28/04
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