HomeMy WebLinkAbout018-2021-17-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85. Wis. Adm. Code qty
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must 1
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. I -7 -6-6D
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. o
Please print all information. Revie by Date
Personal infmmafion you provide may be used for secondary purposes (Priv Law 5.04 (1) (m)). `t ~Z 07
Property owner p C EI P rty Location Q
Vi' v Q n d (j,1'(r_rV Go . Lot f - 1/4~ --14 T 2 J N R I E( w'
/ "R-0 L
P owners ' Address t m 1 3 20 Lo # Block # Name or M#
P Code Pho S9 1"M COUN'T`/ ❑ itY ❑ village Town Nearest Road
/0171
New Construction User Residential / Number of bedrooms _ Code derived design flow rate `a GPD
❑ Replacement ❑ Pu c or commercial - cube:
Parent IT kids" y o. ~ 0 >r~i > ~i.ittrm~• / Flood Plain elevation if applicable
General comments
and recornmendations:
System Type System Elevation
Boring #
C-1 I a Ground surface elev. Depth to limiting factor _ in. SoilApplication Rate
Horbaort Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EB#1 'Eff#2
Z.. 11c-2 ra/ - i!o
3
Boring # Boring
Fz-] a pit Ground surface elev.J ft. Depth to limiting factor D Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAY
i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Z C-I w c
• Effluent tM = BCD > 30:S 220 mg& and TSS >30 1150 mglL ' Effluent #2 = BOD 30 mg/L and TSS 130 mg&
CST l (Neese PW4 Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 715-246-4516
Property Owner
® Boring # ❑ Boring arcel ID # Page of
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD1fF
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. 'Eff#1 '01#2
~ 3' 3 1
Z.. 15-3 s 1 F .
4AL
.38- y N 5i -rrn~ ,2 .(a
D Boring# ❑ Bring
❑ 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/ft?
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. '011#1 •Etf#2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil ication Rate
Horizon 19pth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Odor Or. Sz. Sh. '011#1 '01#2
' Effluent #1 = SODS > 30 1220 mg/L and TSS >30 1150 mgA. ' Effluent #2 = BODS < 30 mg/L and TSS 130 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access service's or
need, material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777.
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Soil Test Plot Plan
Project Name Oevering Homes LLC Shau it
Address P.O. Box 179
New Richmond Wi 54017 C M #226900
Lot 17 Subdivision Hammond Hills Estates Date 12107
NE 1/4 S W 1/4S 8 T 29 N/1117 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 93.8' *HRPSame as Benchmark
B.M. 255' Property Line
Scale is 1" = 40'
unless otherwise
noted
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
oo'
B-3
5'
IF - 30' 740' 40'
94.5'
B-1 '
Slope 20
77:%o 92.5'
B-2
444' Property Line
102nd Ave