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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance wit'i Comm R5 ~W+ic_C_ A~AT-~C~o•de
i
Attach complete site plan on paper not less than 8 1/2 x 1 i P* ii;.6~Jjrl~nlust County rV
include, but not limited to: vertical and horizontal reference point (BM), direction and I Parcel I.D.
percent slope, scale or dimensions, north arrow, an~tocat nd distance to nearest road. Z ~O ~O ~0 ✓ QV v
Please print all inf P 2 0 0 4 Re e Date Personal information you provide may be used for second pu "5"~ity L VL' v1~ (m)). ` O a
Property Owner Z-U NI *F06Aocatio
F r rz 4 Govt. Lot 1/4, ~/4 S~ T 2/1 N R E (oW
Property Owner's ailing Address Lot # Block # Name or CSM#
F
541 J ' - `f
City state Zip Code Phone Number City ❑ Village wn N ust~Rg4
0 New Construction Use. Residential I Number of bedrooms Code derived design flow rate 00 GPD
❑ Replacement Public orcommrcial - D scribe: -
Parent material f r? 44"-t-'4-7 Flood Plain elevation if applicable
General oomments
e 1
and recommendations: 1 4 -n-- 7'~~ lz~ coryve<tp-~tD 5,5
F/-1 Boring # ring 1,~D
pit Ground surface elev. Vd -L-ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
S/4( kb
_
12L Myp 71 A:~;' S m
El i3oring
ng #
a Pit Ground surface elev. - ft. Depth to limiting factor n 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
~~IZ 5 mace- nmrr 2rn l•
F 3
l
5
C- Lo
S 1 c .7
Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 ` Effluent #2 = BOD 30 mg/L and TSS < 30 mglL
CST Name (Please PM O Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017
Property Owner Parcel ID # Page of
F-31 Boring # Boring y,
Pit Grounds......, bo~ tt. Depth to limiting factor in.
~I Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
--17- 1 Y 3L- e On F~ CU
2 i z- r 5 T w 3
3 I v y - sr 1 c~
F]# ❑ pit Boring
❑ Ground surface elev. ft. Depth to limiting factor r" Soil Application Rate
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring
Bonng # Ground surface elev. ft. Depth to limiting factor in.
❑ pit Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/tf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '042
Effluent #1 = BOD; > 30 < 720 mg/L and TSS >30 1150 mg/_ ' Effluent #2 = BODS < 30 mg& and TSS 30 mg/L
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SBI)9330 (8.6/00)
r
Soil Test Plot Plan
'Project Name Environmental Holding L.L.P. Shaun
Address 70619th St. S.
Hudson Wi 54016 CSJXA #226900
Lot 18 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 97.7/96.7 *HRPSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
Please note:Soil test
was done to satisfy Scale is 1" - 40'
county zoning
requirement. Soil unless otherwise
test may not be noted
suitable for owners
desired building
location.
350' Property Line
103'
101' 102
100' B-2 B-3
70'
124'
Property
Line
10% Slope 60
B-
*B.M. 10' 579' Property Line
400'
tRECOVED
JUN 01 2004
Lundy's Preserve Comments: S7. 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