HomeMy WebLinkAbout026-1167-06-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page--/- of 3-
Division of Safety and Buildings
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Attach complete site plan on paper not less than 8 1/2 x 11 it sin siie. Ian mus
include, but not limited to: vertical and horizontal refer an BM), direction and P reel LD. .2 ~ ( - y~/ ,_60
percent slope, scale or dimensions, north arrow, an odista T jR ntyrst2M4 (b
please print all info,,11 11 ~LUU~u R wed b Date Personal information you provide may be used for seconda rivacj~L6 4.64~g0i7 ' 3 U u
Property Owner
r~ Govt. Lot 1/4 ~A S T N R E (o W
Property Owner's Mailing Address Lo # Block # u Name or CSM#
City State Zip Code Phone Number ❑ City ❑ Village wn Nearest Ro
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C) I;c y -z
New Construction Use. Residential / Number of bedrooms Code derived design flow rate] GPD
❑ Replacement ]Public or commercial - D scribe:
Parent material f nrti~` Flood Plain elevation if applicable /I✓` ft•
General comments f
and recommendations: f~-~,LPl,~(? C4142~11,' a
71 Boring # ring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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
La -j 7- /119411 37- f- rn ~ s b
77 -h 1<
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Boring # ring
Pit Ground surface elev. " ~ ft. Depth to limiting factor 0 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
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Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:E 150 mgA. ' Effluent #2 = BOD < 30 mg/- and TSS < 30 m9IL
CST Number
CST Name (Please Print) Signature 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 9
F,3-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Color Redox Description Texture Structure Consistence Boundary Roots GPDHf
Horizon Depth Dominant
Eff#2
Gr. S z. Sh. Eff#1
in. Munsell Qu. Sz. Cont. Color
0-11 ,-lz_ t r ,
et V- OA-
:TI 0
❑ Boring
Boring #
F-1 ❑ 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
Boring
a Boring # C1 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
I
I
Effluent #1 = BOD; > 30 < 220 mg/L and TSS >30' 150 mgA- ' Effluent #2 = BODS 130 mg/L and TSS 30 mg/L
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M-0330 (R.6=)
R ,
Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Sha ird
Address 706 19th St. S.
Hudson Wi 54016 M #226900
Lot 6 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 98.8' *HRPSame as Benchmark
Alternate Benchmark Top of Survey Iron CC 96.0'
Scale is 1" = 40'
unless otherwise
173' Property Line noted
Please note: Soil was
done to satisfy
B M20 county zoning
0' requirement. Soil
test may not be
156' B-1 98' suitable for owners
Property desired building
location.
Line
50'
0' B-3
3% Slope
97'
5' B-2
20'
269'
Property
Line
268' Property Line
• RECEIVED
M ~
f O JUN 0 1 2004
Lundy's Preserve Comments: ST.CR0IXCOUNTY
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