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RECEIVEn
Wisconsin Department of Commerce SOIL EVALUATION REPORT J UNA 1 2@(U--
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code c ST. CR
County OIX COUNTY
) ~0 N I '
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. - 7
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 2 l &-7-6L -aub
i ed b Date
Please print all information. Rev y,
Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). J 1 b 6U
Property Owner Property Location _
i/4 S.~ T N R E (o W
Govt. Lot 1/4 `
A )U
Property Owner's Mailing Address Lot # Block # . Name or CSM#
F
City State Zip Code Phone Number ❑ City ❑ Village wn Nearest R
New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement 7 Public or commercial - D9scribe:
Parent material f pG~-'~ ~rz'2' Flood Plain elevation if applicable /V6W ft•
General comments
and recommendations: ~P/n e l Q/✓c'!/r-3~ l l''~l
Boring # ""g
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
D-~~ r3 s C ,
Z- c
hyl
/VIA / %
II
ring
Boring # A 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. I'Eff#1 'Eff#2
D YL r c J v
-Z s -s- 4
iii
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 150 ' Effluent #2 = BOD 30 mg/L and TSS < 30 m9IL
CST Number
CST Name (Please Pr") Si lure
226900
Bird Plumbing, Inc. Shaun Bird
Date Evaluation Conducted Telephone Number
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017
Property Owner Parcel ID # Page of
Boring 11
5_1 ~ # Ground surface elev. J1 t ft. Depth to limiting factor- in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDO
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
c~
Z-
I+1 1 y
I
❑ Boring
Boring #
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. 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
I
~I
F-1 ❑ Boring
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/fF
Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
• Effluent #1 = BODE > 30 < 22o mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD, 130 mg/l_ and TSS < 30 mg&
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SBD•8330 (RAM)
Soil Test Plot Pla
Project Name Environmental Holding L.L.P. S n r
Address 706 19th St. S.
Hudson Wi 54016 STM #226900
Lot 2 Subdivision Lundy's Preserve p e 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 94.2/94.0/93.8 *HRpSame as Benchmark
Alternate Benchmark Top of Survey Iron C 96.0'
140th Ave
-M h- 25' ~AL
B.M.
Alt.
B.M. 30'
348' Property
B-1 50' Line
Please note:Soil was
5' done to satisfy
county zoning
requirement. Soil
B-3 test may not be
3% suitable for owners
Sloe desired building
location.
0'
ItI
B-2
97'
298' 96'
Property
Line Scale is 1" = 40'
unless otherwise
noted
298' Property Line
r RECEIVED
O JUN 0 1 2004
Lundy's Preserve Comments: ST. CR0 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 i'
5/28/04