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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Co m. Code ~
pC Tn 'r
Attach complete site plan on paper not less than 8 1/2 x 11 inc s in sit~.~R EI E f'
include, but not limited to: vertical and horizontal reference i (BM), direction and I.D . percent slope, scale or dimensions, north arrow, and to ion a d distan to
nearest road. Z JUN 0 1 2 0 04 ew d by Date
Please print all inform r/
m~~: A
Personal information you provide may be used for secondary pu es arS "t.Rtj D
Property Owner p1l~, Vcption
Govt. Lot 1 /4 /4 S T N R E (o W
7 30
Property Owner's Mailing Address Lot # Block # Name or CSM#
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 Public or cco..mmercial - D sc ibe:
/r✓` ft.
Parent material nt z-'~ ~e ► Flo/lain General comments elevation if applicable
l ~ G^nJ 1 ~ ! U I R t
and recommm menddata ations:
Boring # ring C4 -1
pit Ground surface elev. I ft. Depth to limiting factor- in. Soil Application Rate
11
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots EGPD Etf#2
in. Munselll Clu. Sz. Cont. Color Gr. Sz. Sh.
L 31,6) . J a
4a , Dr,
in.
a Boring # A--- ring
~ . Depth to limiting factor Soil Application Rate
Pit Ground surface elev. ft
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
/10
,3
2- 1/0;1
Effluent #1 = BOD > 30 220 mglL and TSS >30 150 uent #2 = BOD 30 mg/L and TSS < 30 rriglL
Si; gns CST Number
CST Name (Please Print) 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted
715-246-4516
1008 192nd Ave, New Richmond, WI 54017
Owner Parcel ID # Page of
Property
Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor Soil Application Rate
a Y in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eft#GPD/ffE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
-!v f 3/ Y
s C l 3
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Roots GPDIfP
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EM2
Boring
El Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit sod ication Rate
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPO/ff
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
' Effluent #1 = BODO > 30 220 mgll- and TSS >30 1150 mgA- ' Effluent #2 = BOD, < 30 mg& and TSS S 30 mglL
i
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saa1330(R.6l00)
Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Shia d
Address 706 19th St. S.+
Hudson Wi 54016 C 'a M #226900
Lot 14 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 93.4/92.8/92.2 *HRpSameasBenchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
B.M.
It. B.M.
120' 246' Property Line
320' Property Line
50'
B-1
60'
90'
B-3
7%
Slope 10'
B-2 Please note:Soil test
was done to satisfy
97' county zoning
requirement. Soil
test may not be
suitable for owners
512' Property Line desired building
location.
Pro Town Road Scale is 1" = 40'
unless otherwise
noted
i
tREECEEIVEEI)
J U 04
Lundy's Preserve Comments: ST. NTY
ZCE
ils in this subdivision are quite variable and differ across the 80 acres. Some consist
The so
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