HomeMy WebLinkAbout018-2007-10-000
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SOIL EVALUATION REPORT Page of
"Wisconsin Department of Commerce
Division of safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
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.D ~i yi ! j1/
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Revi/ewed by v (D~a~te
Please print all information.
Personal information you provide may be used for secondary purposes (Priv cY }5. (f) (mUR Zf'
Property Owner, n fem. Pr" erty Location
Gct. Lot A/Lj 114 1/4 S T J 7 N R E (or W
I Lot # Block # Subd. me or CSM# ,
Property Mailing Address
y ' Village Town Nearest Ro
-to
+ Code Phone Number I City ❑ ar ~ `
State Zip
flow rate Z~ GPD
New Construction Us Residential / Number of bedrooms Code derived design
❑ Replacement ❑ Public or commercial - Describe:
nn. _ Flood Plain elevation if applicable ~v r ft.
Parent material
General comments / .<1
and recommendations: e (~,~rc~ l V
p~ ~p
t~ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
t J I Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff
Gr. Sz. Sh. 'Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color
-3 1
Z., 7CZ 51
Boring Id l, Boring # Idl, Depth to limiting factor in. Soil lication Rate
in.
® Apit Ground surface elev.
Horizon Depth Dom re Consistence Boundary Roots GPD/ff
i Texture Structure Dominant Color Redox Description
Cont. Color G r. Sz. Sh. 'Eff#1 •Etf#2
I
Munsell Qu. Sz.
in.
z /0.31L
_ ice- ti / ►
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 ` Effluent #2 = BOD 30 mg/L and TSS < 30 mg/L
CST Number
CST Name (Please Print) 5i 2T
Bird Plumbing, Inc. Shaun Bird Telephone Number
Date Evaluation Conducted
Address C/ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 t7
Property Owner Parcel ID # Page of
L~.JJ Boring # Q Boring
Apit Ground surface elev. k Depth to limiting factor in.
Soil Application Rate
"Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD/ffEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-12 1A F -7y
Z L_ ,n s6 u~ -
7.4 tz
Boring # Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in Soil ication Rate
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
F-1 Bonng # Ground surface elev. ft. Depth to limiting fador in.
❑ Pit - Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPDM
in. Munsefl Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODE > 30:5 220 mglL and TSS >30'_ 150 mg1L ' Effluent #2 = BOD, < 30 mg& and TSS 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SOD4330 (8.60)
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shau ird
Address P.O. Box 489 r'
Somerset Wi 54025 M #226900
Lot 10 Subdivision Farm View Ridge Date 518104
NW 1/4 SE 1/4S 5 T 29 N/R17 W Township Hammond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 103.7' *HRpSameasBenchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
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Scale is 1" = 40'
unless otherwise
noted
4103'
B-2
101' 45'
B-3
6%
Slope 0'
Alt.
B.M. 10 B-1
B.M. 90'
228' operty Line
NORTH-
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