HomeMy WebLinkAbout018-2021-09-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-4- of
Division cif Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County` r
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must r
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0/v
6
Please print aft information. Revie by Da11616 ~7
Personal information you provide may be used for sewn 15.04 1) (m)) • 7 Pr
operty Owner / Prope Location J~D
6 vt. L i lc,~ 1/4 1/4 T N R E( W
rjp_o A 2?
P rty Owners Ma' Address Lo # Block # S Name or CSM#
3 - 4
City fate p Code Ph N ❑ Village Town Nearest Road
New Ctxtstruction Use Residential ! Number of bedrooms Code derived design flow rate " Z7 GPD
❑ Replacement ❑ Pu is or commercial - cube:
Parent material j!jZ Flood Plain elevation if applicable
General comments
and reoorrrrfendations:
System Type System Elevation
Boring I
a# Pit Ground surface elev. b ft. Depth to limiting factor Id- 0 in.
Soa Application Race
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
-15 AIL /
f
r1
5
# ❑ Boring
2-]a pit Ground surface elev. ft. Depth to limiting factor in. Application Soil Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '042
O a-) 3 Z
g'/ c, , 67
Effluent #1 = SOD > 30:5 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOO 130 mg/L and TSS 130 mg/L
CST Nam (PWW Print) to CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 540 _ 715-246-4516
Property Owner _ Parcel ID # Page of
a Ong # Boring
XPit Ground surface elev.
f. Depth to limiting factor Soil Appitation Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfW In,, r
C-
Boring# ❑ Boring
F-1 ❑ Pit Ground surface elev. it. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont Color Gr. Sz- Sh. 'Efr#1 'Ef#2
F-1 Boring # ❑ ° Pit Boring
Ground surface elev. ft. Depth to limiting factor in.
' Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fF
in. Munsefl Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Efl#2
' Effluent #1 =BODE > 30 1220 mglL and TSS >30 < 150 nigJL ' Effluent #2 =GODS < 30 mg& arndTSS 30 mg1L
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.
SOD-8330 (RAM) . '
Soil Test Plot Plan
Project Name Oevering Homes LLC Sha r
Address P.O. Box 179
New Richmond Wi 54017 e~fNi'#226900
Lot 9 Subdivision Hammond Hills Estates Date 6/2/07
S W 1/4 SE 1/4S 8 T 29 N/R17 W Township Hammond
n Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 98.9/98.5 *HRPSame as Benchmark
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation. 444' Property Line
103.5'
B- 8% Slope
3'
Scale is 1" = 40' 30'
unless otherwise B-3 45'
noted
B-1
30'
101.5'
300'
180' Property Line
B.M.