HomeMy WebLinkAbout026-1165-22-000 (2)
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r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page/of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
not less than 8 112 x 11 inches in size. Plan must
site plan on paper
Attach complete
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. a Zi~~~6
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
ewe Date
Please print all information. R a ~L
Personal information you provide may be used for secondary purposes (Privacy Law, s- 15.04 (1) (m)).
Property Owner 1 Property Location
r / Govt. Lot 11 _5b_1 A S T N R,ZS E (o W
PropertyOwrs Mai' Address/ Lgt # Block # Subd. Name or. M#
City tale Zi Code. h e N ii ❑ City ❑ Village ~T Nearest Road
New Construction Us o Re~idential.L blumber of bedr Code derived design flow rate GPO
❑ Replacement Public or mercial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments and recommendations: Boring #
n 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
W 7 1) IS, .-t 7a
-3
® Boring # Boring
Pit Ground surface el ft. Depth to limiting factor in. Soil lication 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
v 'I_
s
s/ 3
' Effluent #1 = BOD > 30 1220 mg/L and TSS >30 1150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L
CST Name (Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017-- U 715-246-4516
Z
Property Owner _ Parcel ID # Page of
Boring # Boring
Pit Ground surface elev. ~ ft. Depth to limiting factor I~Z4 in. Soil Application Rate
3
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
'Eff#Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0~ ' r7 3~~.. ~j L ~ m I-- - C ~Vyk
t/V
a Ong # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
❑ Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff •Etf#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
E Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil icetion Rate
Roots GPD/ff
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BOD5 > 30:< 220 mg/L and TSS >30:5 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
The Department Commnran ais an equal opportunity service lternate format, plea a contact the department at 608-266-3151 or TTY 608-264-8777. services or
need material
SBP8330 (8.6(00)
• Soil Test Plot P*SXird
Project Name William Stock/Steve Dalton Address 1748 112th St.
New Richmond Wi 54017
STM #226900
YLot 22 Subdivision Lundy Meadows Date 8/11/03
N 1 /2 SE 1/4S 22 T 30 N/R18 W Township Richmond
R Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 94.6/94.7 *HRPSame as Benchmark
Alt. BM Top of 2" Pipe @ 100.2'
Scale is 1" = 40'
unless otherwise
oted
28-1' Proerty td
Line fi 10+ f i uz )
Please note: Installer must ~ti2 cc Qi4'°t_d
verify all lot lines and setbacks Tested area has <1% Slope,
before installation. thus no contours
45' B-3
Please Note: Tested area
may not be suitable for 30'
desired building area.
Check system location M.
before excavating. _ 90,
B-2 B-1
342' Property Line