HomeMy WebLinkAbout018-2021-25-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-/-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 8 1/2 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. 0
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))./<~ C 7
Perri Owner arty Loc~at~io~n7 ~~1/4 T
Oe L) P J '!s 't d rn Pr4 ~ C E I V E D Go 11 v 2t~ 1 N R J
[ E( W
P rty Owner's Ma' Address Lot Block # Name or CSM#
70; ol- 7 JUN 13 2007 ~ 5 - i "4~,>•M'--'j
city ,State p Code Phone Number ❑ ity ❑ Village Town Nearest Roa
New Construction User Residential / Number of bedrooms Code derived design flow rate GPD
r Replacement ❑ Pu is or commercial - scribe:
❑
Parent material V a,-Z1104r czu Flood Plain elevation if applicable/ ft.
General comments / Z S w • •Q 1. ^
and recommendations/:: `J
System Type System Elevation /~o<,• C~
Boring # Boring
r-1 I a Pit Ground surface elev. ft. Depth to limiting factor _ in.
Sa'I Application Rate
Horimrt Depth Dominant Color Redox Description Texture SMx;ture Consistence Boundary Roots GPD/re _ -
In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
-i ~e sue---
Boring # ❑ Boring L
a a Pit Ground surface elev. . Depth to limiting factor _Zit.
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 '042
3/ - ► 5 t g
ti o s7 a a
Effluent #1 = SOD > 30:! 220 mg& and TSS >30 < 150 mg/L ' Effluent #2 = BOD 130 ng/L and TSS < 30 mg1L
CST N WV (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 _ 715-246-4516
Properly Owner _ Parcel ID # Page of
Boring# E] Boring
Ground surface elev ~ ft. Depth to limiting factor CJ - 04-
in. Soil Application Rate
a Pit
Horror Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Mur"ll Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
2 s 1 (c ~r C
lu,AIV
Boring # ° Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Aj*ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNF
in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Etf#1 'Etf#2
Boring # ❑ Boring
0 ❑ Pit Ground surface elev. fl. Depth to limiting factor at.
Soft Application Rate
Horizon Impth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/IF
m. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Et1'#1 `Eff#2
• Effluent #1 = SOD,, > 30 < 220 mg& and TSS >30,c 150 mglt. ` Effluent #2 = BOD6 < 30 mg& anct-TSS 30 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 608-264-8777.
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Soil Test Plot Plan
Project Name Oevering Homes LLC Shaun B` d
Address 1
P.O. Box 179
New Richmond Wi 54017 C'T i226900
Lot 25 Subdivision Hammond Hills Estates Date 6/ /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 ft. Top of 3/4" pipe
System Elevation 102.0' *HRpSameasBenchmark
166th St.
Scale is 1" = 40'
unless otherwise
noted
Please note: survey was not 444' Property Line
complete at the time of testing,
installer must check all setbacks 20'
prior to installation.
30'
90' B.M.
60'
101.5' B-1 B-3 150'
99.5'
7% Slope
148' property line