HomeMy WebLinkAbout026-1167-17-000 (3)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
_ County i
/rTtt~(fnust
Attach complete site plan on paper not less thji
include, but not limited to: vertical and horizonoi d l= !and Parcel I.D. 2
percent slope, scale or dimensions, north arroand distance to nearest ro d.
Please print allnJ U N 0 1 2 0 (J 4 Re ewes Date
tion you provide may be used for es (Privacy law, s. 15.04 (1) ( i 6 D(
Personal irdortna
erty Lo tion
Property Owner Z 0 I G I I
F f o 0 1/4 /4 S T N R E (o W
Property Owner's ailing Address j Lot # Block # Name r CSM#
City State Zip Code Phone Number ❑ City 0 Village wn Nearest Ro,#
I J~ ( 0 G~ /:G (J
New Construction Use. Residential I Number of bedrooms Code derived design flow rate 9 U~ GPD
❑ Replacement Public or commercial_- D~ sc/ribe:
Parent material f Q C.cv~r Flood Plai elevation if applicable ~
87 J L o% - /1 Y
General comments /,a
and recommendations. /tti ! -~/UG r~2~lW
Q
ring
E3 4(0 '
F/-1Boring#
Pit Ground surface elev.0 0~ ff. 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
4; X-0
~~l w~ 7 Y
E Boring # ring in.
)V pit Ground surface elev v n• Depth to limiting factor Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD/fF
Efr#2
in. Munsell Qu. Sz. Cont. Color G .C. Sz. Sh.
Effluent #1 = BOO > 30 < 220 mg1L and TSS >30 <_-150 mg/L ' Effluent #2 = BOD 30 mg/L and TSS < 30 mglL
Sig 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
Parcel ID # Page of
Property owner
Boring l 7
5_1 Boring # / l ft. Depth to limiting L
Soil Application Rate
Pit Ground surface elev. in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
•Eff#1 'Eff#2
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh.
J4 D
Boring # [Boring
a
❑ 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 '0192
❑ 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/fP
Gr. Sz. Sh. 'Ef#1 'Eff#2
in. Munsell Qu. Sz Cont. Color
Effluent #1 = BODE > 30 220 mg/L and TSS >30:E 150 mgll_ ' Effluent #2 = BODE 130 wO& and TSS 30 mg/L
~I
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sea9334)(R.6l00)
Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Sha 01d_~
Address 706 19th St. S.
Hudson Wi 54016 TM #226900
Lot 17 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 86.2/85.4 *HRpSameasBenchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
B.M. 100' 297' Property Line
Alt. B.M.
15'
B-3
91'
35'
89'
45' 45'
B-2 E14- J_ 11.0 B-1
9%
Slope
88'
Property
Line
Please note:Soil test
was done to satisfy
county zoning ,
requirement. Soil Scale is 1„ = 40'
test may not be unless otherwise
suitable for owners
desired building noted
location.
` f CEIVED
N 0l 2004
Lundy's Preserve Comments:
CROIX COUNTY
NING 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