HomeMy WebLinkAbout018-2021-19-000 (2)
Wscortsrn Department of Commerce SOIL EVALUATION REPORT Page _ of
Division otSafety and Buildings
in accordance with Comm 85, Wis. Adm. Code qty ~ ~ r
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. Z f
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revi by Date
Perso" information you provide may be used for s. 15. (t) (m)). ~f ~Z 7
Property Owner P Location
04 t) / 1~ D ntA-~ C.- 2~~ Govt. 1/4 j 1/4 $ T21 N R I E ( w
ProArty Owners Ma' Address Lot # Block # or CSAM~
I IXCOU Y I ilr .S~
city p Code Q Village Town Nearest Road,
New ConstrudW User Residential / Number of bedrooms -,3- Code derived design flow rate GPD
0 Replacement ❑ Public or commercial - Describe: - -
Parent materiel D Flood Plain elevator if applicable - fl.
General comments
and recommendations:
C .
4~1 System Elevation ` `
System Type
~ r
Boring
f
a SO" # 2 Ground surface elev. i t ft. Depth to limiting factor 9 tn in.
Pit Sod 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
251
W16O-1701---'
1
❑ Boring
Boring #
a ~ Pit Ground surface elev. (l ~ ft. Depth to limiting factor -~y 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
. ~ rI
Z i
• Effluent #1 in BOD > 30:S 220 mglL and TSS >30:E 150 • Effluent #2 = BOD 130 mg/L and TSS 130 m WL
CST lame (Please Print) CST Number
Bird Plumbing, Inc. Shaun Bird re 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 715-246-4516
Property Owner Parcel ID # Page of
FT Boring # ❑ Boring C
X Pit Ground surface elev. ft. Depth to limiting factor in. Soft ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EfN' 'Eff#2
1Ic
0-IL 3 s 1 m r <-S Co
5A C. I
C16 0-,j n /a- /110
1 4 ' t
F Boring # ❑ Boring 'f
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots !GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Ef'Eff#2
Bori # Boring
F-1ng
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soft ication Rate
Horizon lepth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPDW
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2
Effluent #1 = SODS > 30: 720 mg1L and TSS >30 1150 mgA- • Effluent #2 = SODS 130 mglL and TSS 130 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 608-2648777.
s Do-83"(x.aao)
Soil Test Plot Pla
Project Name Oevering Homes LLC Sh' it
i
Address P.O. Box 179
New Richmond Wi 54017 r M #226900
Lot 19 Subdivision Hammond Hills Estates Date 6/2/07
S W 1/4 SE 1/4S $ T 29 N/R17 W Township Hammond
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron C NW Lot Corner of Lot 21
System Elevation 77.6177.3/77.0 *HRpSameasBenchmark
B.M. Please note: survey was not
complete at the time of testing,
439' installer must check all setbacks
prior to installation.
Scale is 1" = 40'
unless otherwise
noted
168' Property Line 435' Property Line
B-2 81'
80'
0'
5% Slope
i
B-1
90'
40'
102nd Ave B-3
30'
80'
166th St.