HomeMy WebLinkAbout026-1167-10-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -L of
Division of Safety and Buildings
in accordance with 'Ad^T '6ed®-'- County C' ~
R C; ~w6~ r' v ° ' 'r,0
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. an MUST
include, but not limited to: vertical and horizontal referent int (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and tin d dstancetp Rear,96k,rpad. 2
1 L~ U 4 eview y Date
Please print all info,
7
Personal information you provide may be used for seconds u es &w cy" 1SY f ljQJf 9i),(inN
Property Owner r
Govt. Lot 1!4 S T N R E (o W
Property Owner's Mailing Address Lot ~ Block # u . Name or CSM#
city State Zip Code Phone Number City ❑ Village wn u S~RQ L , J
uJ SVQI (LL -1-5' " o G> X CZ New Construction use: Residential / Number of bedrooms Code derived design flow rate _L~--- GPD
40 Replacement Public or commercial - D scribe:
~'%C~"f Flood Plain elevation if applicable - - - ft.
Parent material Q
General comments
and recommendations:
C7 A-
ring
El 4o
Ground surface elev. 01 ft. Depth to limiting factor ~ in. Soil App lication Rate
17 1 ;ng #
Pit
GPDfff
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Etf#1 ff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
31Z., ~
E Boring # ❑ ring 3
Ground surface elev. ft. Depth to limiting factor u' Soil lication Rate
Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#l
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
3/
C- LO C,S
L
S I cs ( 2 t
V- 12
y~3b ~ r M ~ ~ r C~
0 S v I L
Bird Plumbing, 50 `Effluent #2 = BOD < 30 mg/L and TSS < 30 m91L
Number
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 1 226900
CST Name (please Print) Sig CST ST Numb
Inc. Shaun Bird
Date Evaluation Conducted Telephone Number
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 d
Boring Parcel ID # Page of
property owner
Boring #
a ~ pit Ground surface elev. Depth to limiting factor Soil Application Rate
GPD/ff?
Roots
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary
2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. .E E
CI ~Z t'
r ~r
20f L,
1,2 3 (
5I T `
tO - -r
E ❑ 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 GPD/ff?E
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit soil ication Rate
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence. Boundary Roots GPD/ff
•Eff#1 `Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODs > 30 < 220 mg& and TSS >30 1150 mgA- ` Effluent #2 = BOD, 130 mglL and TSS < 30 m91L
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SBD-8330 OLM
Soil Test Plot Plrird
Project Name Environmental Holding L.L.P. SAddress
706 19th St. S.
Hudson Wi 54016 6 Lot 10 Subdivision Lundy's Preserve Date 5/24/04
N 1/2 NE 1/4S 27 T 30 N/R 18 W Township Richmond
Boring (D Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 10o ft. Top of Steel Fence Post
System Elevation 95.1 *HRPSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0' 30'
353' Property Line 20' 95.5'
B-2
4%
Slope
B-3
60' 156'
30 q .'B.M.
B-1
196' Property
Line
396'
Please note: Soil test Property
Line
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.
RECEIVE
V O JUN 01 2004
Lundy's Preserve Comments:
ST. CROIX 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