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i
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
f Division of Safety and Buildings _
in accordance with omm i
s 4 ?f r. my
Attach complete site plan on paper not less than 8 1/2 x 11 i ches in size. Plan must
include, but not limited to: vertical and horizontal reference . t (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and to w an isjg pf te~ard ""4d. ~ ~ /l 7-/ 3 -'U"U
Re 'wed by Date
~Please print all inform #6
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Personal information you provide may be used for secondary pikpoa s (Pri w, Y.5 Oct m)~. G~/N/~. ~b
Property Owner C~Z ' / 4 , Govt. Lot 1 /4 Ali" !4 S T N R E (o W
Block # .Name or CSM#
,its r Property Owner's Mailing Address 1 Lot i- 9W
City State Zip Code Phone Number ❑ City ❑ Village wn Nearest R
New Construction Use. Residential / Number of bedrooms Code derived design flow rate e<t'>r~ GPD
❑ Replacement Public ~orr commercial - D scribe: - -
Parent material f / Flood Plai elevation if applicable /~1// ft.
General anrecommend "liaons: 141- e-
# C3 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 '042
2 Z
/V)
, Fq 8ori # pit ring Ground surface elev ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence BoundaryRoots GPD11
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
p-i 104e"-31z - S
2- ,-f c S" r
ks-
Effluent #1 = BOD > 30 < 220 mglL and TSS >30:s, 150 ' Effluent #2 = BOD < 30 mg/- and TSS < 30 m91L
CST Name Flease Print) - Si CST Number
226900
Bird Plumbing, Inc. Shaun Bird
Date Evaluation Conducted Telephone Number
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 5401
Property Owner Parcel ID # Page of
Boring
Bori 1131ng # Pit Ground surface elev. ft. Depth to limiting factor - - in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDhT
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'EfW
A
❑ Boring
❑ Boling #
❑ 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
i
❑ Boring
F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit 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.
• Effluent #1 = BODO > 30 < 220 mg/L and TSS >30 1150 mgA_ ' Effluent #2 = BODS < 30 mg& and TSS 30 mg/L
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SBD4330 (RAM)
I
~ Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Shau ird
Address 706 19th St. S.
Hudson Wi 54016 TM 4226900
Lot 13 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 91.3/90.5/89.7 *HRpSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0' B.M.
Alt. B.M.
175'
292' Property Line 10'
B-1 35'
10% 0
Slope
100'
B-3
B-2 93 9 ,
Property
Please note:Soil test Line
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.
RECEIVED
0 1 2004
JUN
Lundy's Preserve Comments: tsT. 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