HomeMy WebLinkAbout018-2021-08-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page
Divisicv of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County 54-1 C
Attach complete site plan on paper not less than 8 112 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.
Please print all information. Revie by D711,Y16 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). F
Property Owner Property Location
L? Q Govt. Lot / LJ 1!4 1l4 7 Z N R I E( W
P 7 rtyy Ownee Maa' Address Lot* Block # S Name or C"
City fate p Code Phone Number ❑ City ❑ Village Town N earest a Rom
New Construction Use Residential / Number of bedr s EI®rived sign flow rate GPD
❑ Replacement ❑ Pu is or commercial - be:
Parent material ,eZjX Tlogd gooevatio if applicable A -fl~ ft.
General oorrrneras y/' 3
y
and &t-A-0
and recorrarterxlations: ~
~
System Type ST. CROIX COUNTY
g# prime F-1 I apit Ground surface elev. ft. Depth to limiting factor / Lb in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQM - -
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
2 g -Z 5A 13 C c,,>
I
S~
❑ Boring Ong# ® / n
a Pit Ground surface elevl'_ ft. Depth to limiting factor in. Sod iced Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF
in. Munsefl Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •EfM2
0-0 3, 5 l a, MQ1- r C- e- hc
71
14
• Eftkient #1 = SOD > 30:5 220 mgA. and T >30 1150 mqf1 ' Effluent #2 = BOD < 30 mg/L and TSS 130 mg&
CST Name Mom Print) Si re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 0 715-246-4516
Parcel ID # Page of
Property Owner -
F3_1 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/ff
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
7- ~3 o s/
3 a-) S
~ q2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munseft Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Bo,ing,V Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
• Sol Application Rate
Horizon 'Iepth Dominant Color Redox Description. Texture Structure Consistence. Bourg Roots GPD/W
in. Munsel Ou. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •EfM2
• Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >3o:< 150 mg/L ' Effluent #2 = BOD6 130 mg& andTSS 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 608-2648777.
SSD4330 (LM) .
Soil Test Plot PI
Project Name Oevering Homes LLC ird
Adiliess P.O. Box 179 t
Ne
w Richmond Wi 54017 STM #226900
Lot 8 Subdivision Hammond Hills Estates D We 6/2/07
S W 1/4 SE 1/4S 8 T 29 N/R17 W Township Hammond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100% Top of Survey Iron
System Elevation 98.1/98.0 *HRpSameas Benchmark
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
B-2
40'
I
0% Slope 40'
Scale is 1" = 40' -3 166th St.
unless otherwise
noted
40
B-1
50'
B.M.
100'
180' Property Line