HomeMy WebLinkAbout020-1474-08-000 (2)
REG ANI ED
Wisconsin Department of Commerce ~Y ism RE r RT Page of
Division of Safety and Buildings
i accordance wdh C Code
T CR01X County ~
Attach complete site plan on paper not les than i 1%2 x 11 inches in s' must
include, but not limited to: vertical and hori ntal ref direction and Parcel I.D.
percent slope, scale or dimensions, north a ow, and location and distance to nearest road. Ci ' y'V (f
Please print all information. eview b Dat /
Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C~/~/ ✓ V l/
Property Own r Property Location
l
Govt. Lot ~tJ 1/4 5,6114 S /-3T N R E (or W
1, 7
P-Properfy Owner's Mailing Address Lot # Block # Subd. Name or CSM#
D Y ✓ &,~YaAZ&Ztl
own Nearest Ro
City State Zip Code Phone Number City ❑ Vil ge -Qj
ew Construction Use: esidenbal ! Number of bedrooms3 Code derived design flow rate ZJEIO_y!~ GPD
❑ Replacement ❑ Public commercial - Describe: tl Parent material ~~GG/Zw Flood Plain elevation if appli
General comments J~ • j 'LSe-t sl v 1^ n~ and recommendations: y / r-
Type O~►/1Jrti-/~ System Elevation
i
I
71 Boring # Boring I l
Pit Ground surface elev OC ' --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
-3f - a7h c, - G /0
Boring Or ❑ Boring
® ,ZRit Ground surface elev. l S ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
Z- I k C5 D
1 z'3fJ 5/ t 01 W
-I S MA c4 --W Y% J,2 n lot .-7
3
--T
' Effluent #1 = BOO > 30:E 220 mglL and TSS >30 < 150 mg/L ' E ent #2 = BOD 130 mg/L and TSS < 30 mg1L
CST Name (Please Print) Signa CST Number
Bird Plumbing, Inc. Shaun Bird - 226900
Address ate Evalu tion Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 -°-,7 715-246-4516
Property Owner Parcel ID # Page of
F31 Boring # C] Boring
A Pit Ground surface elev. /0 ft. Depth to limiting factor ~n Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
(a-1 L 3/~ f rr c~ 40
2 Z t^ S c.v d
I%j
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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
I
I~
a Boring# Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon . Iepth 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 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, 30 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 608-2648777.
se"330(IL6=)
Soil Test Plot Plan ,
Project Name Hudson Holdings LLC Shau td
Address 703 Pine St. N.
Hudson Wi 54016
CQ4A #226900
Lot 6 Subdivision Yellowstone Valley Date 4/26/06
I
SW 1/4 SE 1/4S 13 T 29 N/R19 W Township Hudson
F-I Boring G) Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 10o ft. Top of 1/2" pipe
System Elevation 97.0/97.5 *HRPSameas8enchmark
Alternate Benchmark Top of 1/2" pipe @ 100.5'
174' P.L.
100' B.M.
t1.B,M. -
100' ts,
Scale i _
s 1" 40'
unless otherwise
noted
382' Property Line
90' 102.5'
=30' B-3
B-2
100.5'
B-1
8% Slope
208' P. L.
308' Property Line
L'd d5Z:Z0 00 L L Bnv
V) m i)f \
Ile
lov
IN,
:c 0,0 Poo.
co) r
;om
v
174' m m
tin r
10
> -cif
40
0 84. lop- ca
\ ♦ -
oil.
a. • <
'-°m'
IN / / i (f
poll
IN,
oil.
r 0i
♦ X06':. ' ~ • ' • ' ~5 / i , ~ ~ lop.
j 0 i r
00
-7
IN,
Ilk
r\z
OD >
-e W
A
oho
.A t