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j Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -L of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code I
County f-,
Attach complete site plan on paper not less than 8 1/2 x
include, but not limited to: vertical and horizontal refer poin v ,m " Parcel I.D. ? -QD0
percent slope, scale or dimensions, north arrow, and I ti and distance to nearest road. Z
Revie Date
Please print all inf P i J004
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Personal information you provide may be used for seco ry p as (Privacy Law, s. 1 .04 (1) (m)). Q
Property Owner L 1 CR01' Ptak WILocati n
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Property Owner's ailing Address Lot # i Block # Name ~CSM#
-S4I S.
City State Zip Code Phone Number City ❑ Village wn Nearest R94
i Jl ( o'G~ jyllAv C~
0 New Construction Use. Residential / Number of bedrooms Code derived design flow rate Uri GPD
❑ Replacement Public or commercial - D scribe:
Parent material f r1 C.~ ~ 92 Flood Plain elevation if applicable
General
a recommendations: l,Qe~
Boring # E3 ring
a
D
Pit Ground surface elev. 9 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
3 03!
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Boring # A Pit Ground surface elev. ft. Depth to limiting factor / //!1/
r!_ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffr
in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. •Eff#1 'Eff#2
r3/ 1 r
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fl
L+/,L fl
I
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• - < 30
< 30 and TSS m9/L
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 ` 1 Effluent #2 - BOD _ mglL _
CST Number
Bird Plumbing, ng,PIn c. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54 17 a 715-246-4516
:L .117
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Pro perty Owner Parcel ID # Page of
Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots .E GPDHfE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
2- 0-
0 4 FS E ~
'M
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 '042
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 GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 'Eff#2
Effluent #1 = BODE > 30= 220 mg1L and TSS >30 1150 mgll. ' Effluent #2 = BODS < 30 nxA and TSS 130 mg/L
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sBO.e330(a60)
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Soil Test Plot Pla
,Project Name Environmental Holding L.L.P. Sha Bird
Address 706 19th St. S.
Hudson Wi 54016 TM #226900
Lot 31 Subdivision Lundy's Preserve Date 5/24/04
N 1/2 NE 1/4S 27 T 30 N/R 18 W Township Richmond
F-I Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 89.3/88.7/88.1 *HRPSameasBenchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
Please note:Soil was
done to satisfy
Scale is 1" = 40' county zoning
unless otherwise requirement. Soil 392'
test may not be Property
noted suitable for owners Line
desired building
location.
9% -2
Slope
45'
B- B-3
91'
40'
92'
93' B.M.
438' Property Line
90'
- 1
fECEVED]
III N 0 1 20Lundy's Preserve Comments: CROIX COUNING OFFIThe 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