HomeMy WebLinkAbout018-2007-18-000 (2)
7
'n SOIL EVALUATION REPORT Page / of
Wisconsin Department of Commerce
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code minty
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Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include. but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.O. C
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Revt Date
Please print all information.
Personal inforrnation you provide may be used for secondary Purposes (Privacy s. 1 s, (m))
ocation
rdferty)
Property Owner
of 1/4 JE 114 S ,T N R E (or W
Property Mailing Address Lot # Block # Subd. T or SI ej -
Tom NearestRo
State+ Zip Code Phone umber City C] Village
-2 o-A-1.
Code derived design flow rate GPD
New Construction Us . Residential I umGer"bTtS~'dfbi~i g
❑ Replacement ❑ Public or commercial - Describe: - - fl.
rf vwr ne~ s Flood Plain elevation if applicable
Parent material
General comments
and recommendations: e- (e, ✓ _ v 96, o
i
Boring # Boring Ground surface elev. ft. Depth to limiting factor in
pit Soil icatwn Rate
Texture Structure Consistence Boundary Roots GPD/ff
Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. `Etf#1 'Eff#2
in. Munsetl Qu. Sz. Cont. Color ^ .r 1 L
p-IL r31z. s yr' G
I B~r ii-
- E2-- 2-4 - i - i , CZ s r b 5I -m-
Boring in.
Boring # Ground surface elev. 9-11 - Depth to limiting factor Soil lication Rate
® APit GPD/ff
Texture Structure Consistence Boundary Roots
Horizon Depth Dominant Color Redox Description `Eff#1 `Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-13 3 S M rr --S
Z 3-
Effluent #1 = BOD > 30 < 220 mglL and TSS >30< 150 mg/- Effluent #2 = BOD = 30 mg/L and TSS < 30 mg/l.
Signs CST Number
CST Namff (P~ Print) 226900
Bird Plumbing, Inc. Shaun Bird Date Evaluation Conducted Telephone Number
Address '-L-) L/ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 17
v • I
Parcel ID # Page 0 of
property owner
031 Boring # [3 Boring Depth to limiting factor in.
Ground surface elev. Aft. ' Soil lication Rate
`'Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfP
Gr. Sz. Sh. `Eff#1 '0142
in. Munsell Qu. Sz. Cont. Odor
-13 3/L S i a y m f r c /,d
2) J-5 y4 - 5 o 1 Ft t
t/ d a d s S ~ - m-
Bori
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
F-1ng# °
❑
~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots fE GPD/lF
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
a Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit son ication Rate
Horizon Depth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPD/ff<
'Eff#1 'Eff#2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODO > 30 1220 mg/L and TSS >30:5 150 mg/L ` Effluent #2 = BOD, < 30 mg/- and TSS 30 rng/L
The Department of Comerce is an equal
d erial in an alternate format, please scontact pthe department aployer. If you t 608-266-3151 eor TTY 608-264-8777. services or
nee
8806330 (RAI00)
. Pa~ . , 10 Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shaun
Address P.O. Box 489
,xv
Somerset Wi 54025 C
4226900
Lot 18 Subdivision Farm View Ridge Date 18104
NW 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 96.0' *HRPSame as Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
II'
Scale is 1" = 40'
unless otherwise
noted 281'
Property
Line
95' 12%
Slope
B-3 50'
97'
B-2
100' 2
25'
B-1
90'
288' Property Line
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REMOV6 L2
LBO -1084.6, c° OI I 1.69 Ac. SOOUUT STHMY HW
I I r EXTENSION OF
V L rm - ~ L - J ? I L- - -1 ROADWAY.
379.02' 27.61' "1 .81 ~ 289.5' L4 243.
1253.64'