HomeMy WebLinkAbout026-1167-30-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
• n,_:• County
Attach complete site plan on paper not less than 8 1/2 x 1 e
include, but not limited to: vertical and horizontal referen int ( Parcel I.D. / -
7 / ~
percent slope, scale or dimensions, north arrow, an t n nd distance to nearest road. a 24 / 30 00
Please print all inf Review Date
Personal information you provide may be used for second pu e; Privacy Law, s. 15.04 (1) (m)). C~it/✓~'~
Property Owner ST. CRC 110'0 11111 cation
0 G OFFI 'E 1/4 K/4 S. T N R E (o W
0_1=4_7_1 Alk
Property Owner's ailing Address L t# Block # TL!bd. or CSM#
City State Zip Code Phone Number ❑ City ❑ Village iff-Vown Nearest R
0 New Construction Use. Residential I Number of bedrooms Code derived design flow rate j6 QL9 GPD
❑ Replacement L f~ Public or commercial - D scribe: -
Parent material / 1 f Flood Plain elevation if applicable
General %AXINIM"d
and recorriffiendations: Aa 9 q 0, Y
F/_1
Boring # ❑ nr'g j1~
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication
Morizort Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fy
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '042
r~
2- z- t" 3' A /r
_3 I, RA-110 2311,
❑ ring
Iev. T ft. Depth to limiting factor in. Soil Application Rate
aBo4ing # pit Ground surface e L/
x Texture Structure Consistence Boundary Roots GPD/ffl=
Horizon Depth Dominant Color RedoDescription
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
51 aq~ c • O
C_ ii ry-) r • 3
Effluent #1 = BOD > 30_!i 22o mg1L and TSS >30:E 1 ' Effluent #2 = BOD 130 mg& and TSS < 30 mg/L
CST Number
CST Narne (Please ) 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted 10 715
1008 192nd Ave, New Richmond, WI 54017 -246-4516 1, le
1
Parcel ID # Page of
Property Owner
Boring
Boring #
F,3_1 Pit Ground surface ele . ~ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture ]Gr. ffz.Sh. Consistence Boundary Roots •E GPDKf
in. Munsell Qu. Sz. Cont. Color ~3 s J C i I
3
Boring # Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
F-1 ❑
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # Boring Ground surface elev. ft. Depth to limiting factor in-
0 Pit Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary :tt*EffW1 GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2
I
Effluent #1 = BOD; > 30 < 720 mg1L and TSS >30 1150 mg/L ' Effluent #2 = BOD, ,130 mglL and TSS 30 mglL
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SBD4330 (RAM)
M Soil Test Plot Plan
Project Name Environmental Holding L.L.P. Sh it
Address 706 19th St. S.
Hudson Wi 54016 STM #226900
Lot 30 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 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 94.5/94.0/93.5 *HRpSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0' B*M.
Alt. B.M.
438' Property Line 40'
B-2
0
Scale is 1" = 40'
unless otherwise 8% Slope
noted
B-1 100'
35'
97';
40' B-3 100'
99'
376'
Please note:Soil was Property
done to satisfy Line
county zoning
requirement. Soil
test may not be
suitable for owners
desired building
location.
RECEIVED
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
5/28/04