HomeMy WebLinkAbout026-1288-07-000
LRE IVE'
f V 20~1L VALUATION REPORT Page of
Wisconsin Department of Comme
Division of Safety and Buildings omm 5, Wis. Adm. Code
Attach complete site plan on pa inches in size. Plan must
r4cQ pRReejvie y~ G OFFICE
include, but not limited to: vertical and horizontal reference point (BM), direction and I.D. / 1 7-
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 Z& d v
w y Date
Please print all information. t l b
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 1 /4 S T N R EProperty Owners Ma' ' Address Lot # Subd. Name or CSM#
city Late , Zip Code Phone Number City llage Town Nearest Road
New Construction Us Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial - Describe:
Flood Plain elevation if applicable
Parent material -
General comments
mendat;ons:
and recommendations:
14
Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Ap~icadon Rate
m
Horizon Depth Dominant Color Redox Descxipfion Texture Structure Consistence Boundary Root, •Eff#1 GPD/FF
•Eff#2
in. Munsell Qu. Sz. Cont. Golor Gr. Sz. Sh.
S
Boring # Boring
Ground surface elev ft. Depth to limiting factor ~ in. Soil lication Rate
it
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD Eft#2
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
Z Z- G f
3
Effluent #1 = BOD > 30 1220 mglL and TSS >30:S 1 M nt #2 = ROD < 30 mg/L and TSS < 30 mg/L
CST Number
CST Name (Please Print) ignature 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted
/ 715-246-4516
1008 192nd Ave, New Richmond, WI 54017
~7
Property Owner - Parcel ID # Page of
Boring # 111 Boring
F it Ground surface elev. ! ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I -)L ~YZ- D~ /a
Z IZ-3 S
,el 60- Z J~ -
a Boring # ❑ Boring T
❑ Pit Ground surface elev. it. Depth to limiting factor in. Soil Appli 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
F-1 I
Boring # ❑ Boring
F-1 ❑ 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 'EffN2
' Effluent #1 = BOD5 > 30 < 220 mg1L and TSS >30 < 150 mg1L ' Effluent #2 = BODS 130 mglL 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.
SB48330 (8.6/00)
Soil Test Plot Plan
Project Name Bryan Schaefer Shaun B'
Address 1336 140th St.
New Richmond Wi 54017 CSTM #226900
Lot 7 Subdivision Stone Run Estates Date 12/1/04
NE 1/4 SE 1/4S 25 T 30 N/R18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 99.6 *HRpSameas Benchmark
Alternate Benchmark Top of survey iron @ 99.7'
Scale is 1" = 40'
unless otherwise
noted
418'
Property
Line
B-2
T
0'
1% Slope
100' B-3 70 B-1
30
'
AAlt. B.M.
B.M.
.
185' Property Line 35'
'UNPLA
UNPLA TTED LANDS'
N° 418' t
v '
/'4 \ 1
OD. C4 \ : I \
n cn \ \ \
CO)
418'
110 CA OD a
ell-i --h
m 418
CO (A
i~
0
/ / - - - -418'/ / / ~ ~
/ol
l
PA. llooo,
OD oll co -I
00
418' / I I 1 00
/ I
I v
o-a°,/ ;I
OD-
,zK C)
o Imo, ~ o ~
CO)
r .
Ib IC IN00'25'35"E / 406. 8' r
l