HomeMy WebLinkAbout018-2021-16-000 (2)
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wisconsin Department of Commerce SOIL EVALUATION REPORT / of 3-
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County'
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
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. a
Please print all information. Re by Date
Pwoonal information you provide may be used for seoonda s. t 5. (1) (m)). ~l' 1 Z/07
on
Property Owner Prope Locati
oe- t? P /^1' jt d & Govt. 1/4 LL)114 ig T 21 N R! E( w
Procorty Owners Ma Address Lot # Block # Subd. Name or M#
?w -7 6:r V - ~C&
-ay fate p Code N ❑ C' ❑ village Town Nearest Roa¢i
New Construction User Residential / Number of bedrooms - Code derived design flow rate GPD
❑ Replacement ❑ P is or commercial - Describe:
Pererd material 4? ~ w Flood Plain elevation if applicable
General conxnerft
and recommendation:
System Type Ar System Elevation
Boring ~
ft. Depth to limiting factor in. Rate
Ba" EO # a Pit Ground surface elev. On
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
I L J
6 6,
❑ Boring
Boring # f~
a YYy, Pit Ground surface elev./ -92L Depth to limiting factor in Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD/ff
-Eff#2
in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Q t y i 1). r 31Z 1 iC(
Z ~y Yl r s
ya, 5 4 F N/ i - a 6
• Effluent #1 = BOD > 30:S 220 mglL and TSS >30 < 150 ' Effluent #2 = 1300 30 mg/L and TSS 130 mglL
CST XMV (Please ft 4 Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
-o
Property Owner Parcel ID # Page of
❑ ring
FT Boring # Bo
Pit Ground surface elev. ' ft. 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. 'Eff#1 'Eff#2
(7-12 31-7 ► F '6 '8'
9Vf- - a" s4 LV i ~r yy a cZ i
D Boring # ° Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. ication Rate
Horizon Depth Dominant Color Redox Desc nption Texture Structure Consistence Boundary Roots GPDAf?
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sorb ication Rate
Horizon 'depth Dominant Col Redox Desaiption. Texture Structure Consistence. Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. 'Eff#1 'Eff#2
Effluent #1 = BODS > 30 1220 mglL and TSS >30 1150 mglL ' Effluent #2 = f3OD5 130 mglL and TSS 130 mglL
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 608-2648777.
ssc.r3w tR.~f . .
Soil Test Plot PlaO
Project Name Oevering Homes LLC s rd
Address P.O. Box 179
New Richmond Wi 54017 STM #226900
Lot 16 Subdivision Hammond Hills Estates p e 6/2/07
NE 1/4 S W 1/4S 8 T 29 N/R17 W Township Hammond
F-I Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 92.0 *HRPSame as Benchmark
144' Property Line B.M.
Scale is 1" = 40'
00' unless otherwise
noted
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
15 B-1 prior to installation.
90' B-2
L-J 92.5'
30'
7% Slope B-3 45'
90.5'
444' Property Line
102nd Ave