HomeMy WebLinkAbout026-1288-10-000 (2)
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Wiayonsin Departrnent of CommOIL 4VALUATION REPORT Page of
Division of Safety and Buildings 5, Wis. Adm. Code County Attach complete site plan on p1 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.
Please print all information. Re ' wed b Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Govt. Lot 1 /4 r 1 /4 S T~~ N R//1 E( )
Property Owner's Ma' ' Address Lot # Block # Subd. Name or CSM#
City fate ,Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
I.SYC)j 2(
New Construction Us Residential / Number of bedrooms .3 Code derived design flow rate GPD
❑ Replacement Public or commercial - Describe:
Parent material Flood Plain elevation if applicable /1~/ ft•
General comments 7
i~/ cpjo ~
and recommendations:
1~✓~ c / r , CLT
~ ~ Y'2rT~~ k INdt~ nd is itof f-2 u r ►ed n~ ~ t, -J' W
Boring # Boring
Pit Ground surface elev. f -~-2,. 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
0-/ Z_ Mo, 311, D r
3 2 - S vr~ l-
q 14
ZI/
Boring ,J
# Boring
it Ground surface elev. ~7ft. 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
2-
Z -0
Effluent #1 = BOD > 30:E 220 mg/L and TSS >30 < 1 ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L
CST Name (Please Print) ignature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 715-246-4516
Property Owner _ Parcel ID # Page of
Us] Boring #0,Boring
Ground surface elev. 14, -1,-
ft. Depth to limiting factor in. Soil ication 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
3l -5- 01"- 1,40
2 )5~ ,y - InLA' m A- 14-1
3 2$r6 6s fn ltl-' ,-7
I T-1,
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli 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
a Boring # Boring
El 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
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD5 130 mg/L 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.
SBD-8330 (8.6/00)
f
Property Owner _ Parcel ID # Page 2 of 3
F-31 Boring Boring
-R it 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
2
l5~ s m
3 2r6 6s ,~7 .
❑ 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
❑ 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
Effluent #1 = BOD; > 30 < 220 mgll and TSS >30 < 150 mgA- ' Effluent #2 = BODS < 30 mg& and TSS < 30 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 608-264-8777.
SBD-8330 (8.6/00)
e
Soil Test Plot Pla 33
Project Name Bryan Schaefer Sh Bird
Address 1336 140th St.
New Richmond Wi 54017 STM #226900
Lot 10 Subdivision Stone Run Estates Date 12/1/04
NE 1/4 SE 1/4S 25 T 30 N/R18 W Township Richmond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 97.0 *HRpSameas Benchmark
Alternate Benchmark Top of survey iron @ 99.7'
418' Property Line
Scale is 1" = 40'
unless otherwise
noted
06'
3% Slope
96'
- B-2
65' 60'
40'
{ 97'
90'
I B-1
M.
.B.M. 209' Property Line 70'
'UNPLA
UNPLA TTED LANDS r
0 % -
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