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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page--L of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 1/2 x 1 inchr
include, but not limited to: vertical and horizontal reference point Parcel I.D.
percent slope, scale or dimensions, north arrow, and I n and distance to nearest road. Oli(J' 7~ Z
Please print all info mar 1 Q j 200 Revi d b Date
Personal information you provide may be used for secon rivacy Law, s. 15.04 (1) (m)). I D
Property Owner ` Z N ocatio
Govt. 0 /41 Alj~'~ A S.2 2T N R E(o W
Property Owner's ailing Address Lot # Block # Name or CSM#
o C,
City State Zip Code Phone Number ❑ City ❑ village wn Nearest R94
cv O %G~ %s'11 i9y C~
New Construction Use. Residential I Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial 0 scribe:
Parent material Flood Plain elevation if applicable--c
General comments 1 ,G,i p~
r3 tU 1 JC ~ ~y .Z--
and recommendations: Aa's e ` lely mA~ / Y. 3//l 2-
El ring
7/1 # -9pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
2. 12-
Boring It p ring
a A pit Ground surface elev. Y, :3 ft. Depth to limiting factor tn. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
MJ 10
Al)e
c 4
Effluent #1 = BOD > 30 < 220 mglL and TSS >30 ` mglL ' Effluent #2 = BOD 30 mg/L and TSS < 30 mglL
CST Name (please Pratt) Signa re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
21
M
Property Owner Parcel ID # Page of
531 Boring # Boring
Pit Ground surface elev. ILI ft• Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots -E GPEW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
rS L4_) L
!Z-
Tdv IN
Lln
-5 LYE- 1
Ce-
F-1 ❑ 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
F-1 Boring # ❑ Pit Boring
Ground surface elev. ft. Depth to limiting factor in. Sod 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
II
I
' Effluent #1 = BOD. > 30 1220 mg/L and TSS >30 1150 mgA_ ' Effluent #2 = BODE 30 mg& and TSS 130 mg/L
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saD-11330 (RAM)
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Soil Test Plot Plan
Project Name Environmental Holding L.L.P. sha irc-
Address 706 19th St. S.
Hudson Wi 54016 C M #226900
Lot 23 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 Steel Fence Post
System Elevation 94.3/94.2 *HRpSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
Scale is 1" = 40'
368' unless otherwise
Property noted
Line Please note:Soil was
done to satisfy
county zoning
requirement. Soil
test may not be
suitable for owners
desired building
location.
B-2
5' B-3 95' 20'
T40'0% Slope
40'
B-1
100'
RIM.
B.M. 180' Property Line
c
RECEIVED
OJUN 0 1 2004
Lundy's Preserve Comments: ST. CROIX COUNTY
ZONING OFFICE
IThe 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