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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 10
Division of Safety and Buildings
in accordance wit i3
r~ County S 1
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
M), direction and Parcel I.D.
include, but not limited to: vertical and horizontal referentint
d.
f'
percent slope, scale or dimensions, north arrow, and to t~ce~ jea a tr~
b Date
Revie
Please print all info y
Personal information you provide may be used for second9 S `~3.va (r~I1 V r v
Property Owner
e-Z4, Govt. Lot S1~ T N R E (o W
Property Owner's Mailing Address Ll # Block # u . Name or CSM#
1r 1ST 5 /1
City State Zip Code Phone Number ❑ City ❑ village wn Nearest R
yl,~V
New Construction Use: Residential / Number of bedrooms Code derived design flow rate t< 00GPD
❑ Replacement' Public or commercial - D scribe: -
Parent material //'~!~~f QC,L~ai`✓ Flood Plain elevation if applicable
General comments
S lef,~e /,e/ ~ lv
and recommendations:
14DrW 5e
a Boring # ring
Pit Ground surface elev. ft. in.
Soilication 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
0-13 31z r ~S oil C! 0
2- 3-3 b U e 3
6 S 47
3
-6 7111
71,57y,- 71L
Wing # ❑ j3oring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Iication Rate
`-F--
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
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v
Effluent #1 =BOO > 30 < 220 mglL and TSS >30 < 150 'Effluent #2 = BOD 3o mg/L and TSS < 30 mglL
Si CST Number
CST Name (Please Print) 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted
715-246-4516
1008 192nd Ave, New Richmond, WI 54017
Parcel ID # Page of
Property Owner
Boring # Boring y
elev. 0 ft. Depth to limiting factor in
Pit Ground Sail Application Rate
~ry surface
[3-1 ~
Horizon FDeh Dominant Color Redox Description Texture structure Consistence Boundary Roots GPDNf
•Eff#1 'Eff#2
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
IS1
1
n / .
❑ Boring
F-1 ring #
❑ 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 GPDIffE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
❑
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 GPDtff
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
Effluent #1 = BOD; > 30 1220 mg1L and TSS >30 1150 mgA- ' Effluent #2 = BODE < 30 mg& and TSS 30 mglL
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I
r
Y Soil Test Plot PlaVd
'Project Name Environmental Holding L.L.P. ShaAddress 706 19th St. S.
Hudson Wi 54016 #226900
Lot 15 Subdivision Lundy's Preserve pa r5124104
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 Steel Fence Post
System Elevation 79.0/78.5 * H R pSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0=
B.M.
Alt. B.M.
320' Property
Line
300'
B-3 40'
83'
30'
10'
446' B-1 100, B-2
Property 5% 81'
Line Slope
Please note: Soil test
was done to satisfy
county zoning ,
requirement. Soil Scale is 1„ = 40"
test may not be unless otherwise
suitable for owners
desired building noted
location.
r fR. ECEIVED
UN 0 1 2004
Lundy's Preserve Comments: 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