HomeMy WebLinkAbout018-2021-11-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
ty
Attach complete site plan on paper not less than 8112 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. 19-212- 146
. Please print all information. Revie by Date
Personal information you provide may be used for s. 15. (1) (m)). 7 r1k Property Owner Prope Location /
O~v r/`R Govt- 5 1/4L110., 114 8
S T 2 N R I E( W UQ- ,6 4p; P Owners Ma' Address Lot # Block # Spd. Name or C*W
7 X,
city / fate p Code c' ❑ viliage Town Nearest n
New Construction Use:. Residential ! Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Pub)ic or commercial - Describe: -
Parent material a r, t dL~ t~/gGp~~ Flood Plain elevation if ble ft
General commends lt~l (s~C, ,
and recommendations: -
System Type t"P W ~ System Elevation
0
Boring # Boring
F-il Pit Ground surface elev. Depth to limiting factor i^ Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Mur"ll Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Etf#2
-ID i 0,/
2.. 10-3 I U_ 2 / t
17 T
oI
Boring \
F ng # Pit Ground surface elev. ft. Depth to limiting factor Z J inF*Eff#l Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/(?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#2
r"Cr es 1F
Z C- r c.3 (Q
-el
` Effluent #1 = BOD > 30:S 220 ttg& and TSS >30:! 150 ` Effluent #2 = BOD 130 mgA. and TSS 130 mgA.
CST NoW (Please Prirtt) 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
-
Property Owner Parcel ID # Page of
FT Boring # ❑ Bonng
Pit Ground surface elev. l DZ'• I ft Depth to limiting factor V in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP"
'Eff#1 `Ef!#2
In. Munseii Qu. Sz. Cont. Color Gr. Sz. Sh.
0 i 1 'Y- -.V? C& . 4 • S~
Z ~0`?3 b SI C I 2r ni w
3
F-1 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 GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 VFW
F Boring # ❑ Boring
❑ Pit Ground surface elev. R Depth to limiting factor in.
Sob Appkadon Rate
Horizon 'jepth Dominant Col Redox Description. Texture Structure Consistence . Boundary Roots GPD/fE
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 `EN#2
` Ef kjent #1 = SODS > 30 < 220 mg1L and TSS >30 < 150 mglL ' Effluent #2 = BODS 130 mg& and TSS 30 mglt.
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.
sa~suo ce.6roof .
Soil Test Plot Plan
Project Name Oevering Homes LLC Sha i
Address P.O. Box 179
New Richmond Wi 54017 00M #226900
Lot 11 Subdivision Hammond Hills Estates Date 6/2/07
SE 1/4 S W 1/4S 8 T29 N/R17 W Township Hammond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 1o0 ft. Top of Survey Iron
System Elevation 100.1/99.7 *HRpSameas Benchmark
Scale is 1" = 40'
unless otherwise
444' Property line noted
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
B-1
104.5'
30'
10' B-3 60' 30' B-2
4d 1b r-ld
102.5' 445' property line
5% Slope
100'
25
B.M.
77' property line 10 '