HomeMy WebLinkAbout026-1165-09-000 (2)
A-
Wisconsin Depar Pent oftommerce SOIL EVALUATION REPORT Page of3
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 L
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel r
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
ed b Date
~
Please print all information. eview _ Z L
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
,S 710 Govt. Lot 1/4 S T 30 N R E (o W
V Property Owner's Mai ' Address/ Lo Block # Subd. Name or M#
Y fate Code Phone Number City ❑ Village ~T Nearest Road
44
New Construction Us • Residential / Number of bedroom Code derived design flow rate GPD
❑ Replacement Public or Wrimercial - Describe:
Parent material Flood Plain elevation if pplicable ft.
General comment
and recommendations: ~,~i ~CS~Gti~tsilr`
Z~c Z&A
Boring
Boring #
L) i pit Ground surface elev. ft. Depth to limiting factor 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
i 0-/0 Z 10-301
® # Boring
Boring
Pit Ground surface ele~ ft. Depth to limiting factor I Z Q in. Soil Application Rate
~k Y 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
CL r w ,
fit/ ~ ~Y sc~i ~
• Effluent #1 = BOD > 30 < 220 mg/- and TSS >30 11 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) to CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5 17- f~ U 715-246-4516
Property Owner _ Parcel ID # Page of
[3-1 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 GPD/ft:
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
~ ;D- to `1 Z
❑
Boring # Boring in.
a
❑ Pit Ground surface elev. ft. Depth to limiting factor Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
•Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
❑ Boring
Boring # ft. Depth to limiting factor in.
❑ Pit Ground surface elev. Soil ication Rate
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/fF
Gr. Sz Sh. 'Eff#1 'Eti#2
in. Munsell Qu. Sz. Cont. Color
Effluent #1 = BOD; > 30 < 220 mg/L and TSS >30:S 150 mg/L ` Effluent #2 = BODS 130 mg/- and TSS < _ 30 mg/L
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.
SOD-8330 (R.6(00)
Soil Test Plot Pla
Project NaM6 William Stock/Steve Dalton Sh Uir~
Address 1748 112th St.
New Richmond Wi 54017 STM #226900
Lot 9 Subdivision Lundy Meadows Date 8/11/03
N 1/2 S E 1/4S 22 T 30 N/1318 W
Township Richmond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 88.6/88.2 *HRPSame as Benchmark
Alt. BM Top of 2" Pipe @ 100.2'
Alt. B.M.
*B.M. 90' 258' Property Line
Scale is 1" = 40'
unless otherwise
91' 5' noted
6% 93'
-1
Slope
Please note: Installer must
verify all lot lines and setbacks
5' before installation.
30'
B-3 Please Note: Tested area
may not be suitable for
a 5' desired building area.
> Check system location
B-2 before excavating.
o
o I
M