HomeMy WebLinkAbout018-2021-18-000 (2)
A
Wisoon* Department of C xnmeree 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 8112 x 11 inches in size. Plan must 10
include, but not limited to: vertical and horizontal reference point (BM), direction and Parch I.D. 0/ • 2 Z ~
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. C
Please print all information. Revie by D7111.z,~ Personal information you provide may be used for secondary purposes .04(l) (m)). 7
P rty Location
Prof Oer t..7 G Tot .Lot / 1/4j 114 $ T N R E ( W
Lot Blo& # Name or C§W
Pf%wft /"1 d
LUUT
r
owner's Ma' V Address JUN 1 3
city fate p Code IX C ❑ ❑ Village 'jKLTown Nearest Road
New Construction User Residential ! Number of bedrooms code derived design flaw rate GPD
❑ Replacement ❑ P' c or commercial - cube: -
Parent nude" ~~i3~, Flood Plain elevation if applicalklle ft.
General corrrrients
and recommended=:
System Type System Elevation
Bori Boring
❑ ng # a Pit Ground surface elev. ZLI ft. Depth to limiting facto- in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E91 'Ef#2
Pr/ `?/L '6
c / 02 r
3
FQ Swing # ❑ Boring
Pit Ground surface elev. ~J ft. Depth to limiting factor 1 ~ in. Sol icallon 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
3 r F P .8
12- 10
540 lbjy-
led
• Effluent #1 = BOD > 30:S 22(1 mglL and TSS >30 1150 • Efttuent #2 = BOD 30 mg1L and TSS < 30 mglL
CST Nrrte. (ease Prho ce CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
7 715-246-4516
1008192nd Ave, New Richmond, WI 54;7/
l
Property Owner Parcel ID # / Page of
F;3_1 Boring # ❑ Boring.:
Pit Ground surface elev. r ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
w 3 i r r7r-pr 4P
K I
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMP
In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. -Ef1#1 -Eff#2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to WnbV factor in.
Sob Application Rate
Horizon -)epth Dominant Col Redox Description. Texture Structure Consistence. Boundary Roots GPDW
in. Munsell Qu. Sz. Cont Color Gr. Sz- Sh. 'Efr#1 •Etf#2
Effluent #1 = SODS > 30 1220 mg1L and TSS >30 1150 mglL • Effluent #2 = BODS < 30 mglL and TSS < 30 mglL
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.
sao- 33001 Wf -
" Soil Test Plot Plan
Project Name Oevering Homes LLC Shau
Address P.O. Box 179
New Richmond Wi 54017 M #226900
Lot 18 Subdivision Hammond Hills Estates Date 6/2/07
NW 1/4 SE 1/4S 8 T 29 N/R17 W Township Hammond
❑ Boring (D Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 96.1 *HRpSameasBenchmark
256' Property Line
B.M.
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. 96.5'
B-2 130'
95.5' 15 B-1 80' 0'
6% slope 30'
B-3 40'
414' Property Line
439' Property Line
102nd Ave
I