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A
;Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
I
Attach complete site plan on paper not less than 8 1/2 ) TT-mu
include, but not limited to: vertical and horizontal referer ;e poi . d Parcel I.D. x-7
percent slope, scale or dimensions, north arrow, and to n and distance to nearest road Z l ~7 -oqb
Please print all in ~viewe Dat
JUN T 2004 ~Z6
Personal information you provide may be used for sec- Vy s (Privacy Law, s. 15.04 (1) (m)). (f y
Property Owner S F. CRO X Prb{S@MyrLocat n
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F , / - FI0' 1/4 ~/4 S~ T N R E (o W
Property Owner's ailing Address Lot # Block # . Name a CSM#
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City State Zip Code Phone Number ❑ City ❑ Village wn Nearest R
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22
New Construction Use. Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial - D scribe:
Parent material f Flood Plain elevation iff applicable
General cornments 9 5"
and recommendations: ..l
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T p C /12 a~y,Q.t t'~rtL~ S 1 -tom fr 011
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17 1 Boring # ~ ring
Pit Ground surface elev. ! v ft. limit factor
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
Ila
►'Vt S o - z
nnn
F ~-q # ❑ j3oring
pit Ground surface elev. ft. Depth to limiting factor ~ r ;Cin. 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
-t Z ,-SIC M - ! 17
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Effluent #1 = BOD > 30 1220 mg/L and TSS >30:< 150 - Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/-
CST Name (Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401;ooe a 715-246-4516
Property Owner Parcel ID # Page of
5-1 Boring # Boring /
Pit Ground surface elev. [ cc' 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
/10
2 Iz,3 e~1 e ~bi!
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 GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # Boring
F-1 El 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/iF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD; > 30 5 220 mg/L and TSS >30 < 150 mg/- ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
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SBD3310 (R.6=)
Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Shau 'rd
1
Address 706 19th St. S.
Hudson Wi 54016 #226900
Lot 27 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 95.6/95.2/94.8 *HRpSameasBenchmark
Alternate Benchmark Top of Survey Iron C 96.0'
329'
Property
Line Scale is 1" = 40'
unless otherwise
noted
100'
B-2 99'
40'
30'
B-3
6% Slope
65'
B-1 Please note:Soil was
done to satisfy
county zoning
requirement. Soil
70' test may not be
suitable for owners
desired building
location.
B.M. 70'
B M 293' Property Line 10
fRoNING ECEIVED
N 01 2004
Lundy's Preserve Comments: CROIX000NTY
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
i
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