HomeMy WebLinkAbout004-1022-95-000
m
n
m
x J
G
_ v
_ 1lNPLA710 N • 1173.4'.
33&10' 540.JS 291.°5 - -
NORTH-SOUTH=1I4 LINE sl, 4asr
78 ~j tl~$g z
° ~F8 fro , 4 t ~A R~~fl ggs
1 21
°71 ~ ~ Few ^ g yfk N ~F~O ~
g
air
~~~~QQQQ~ ~ ~ 47J aYrb 1~~ ~ 8 / ~ •$L\ B Mf ~t,/_~~~'Si. >~`_b..°
$vy [ 1 t
°~1€ ~ 9 ~ ~4 F~~ + \1 ZB6, III I ~'gs ~ MF~n 4N ~~yR~ \\'la
~P 1 1 I 9 RS
10€ sM$S' ? u~,,, I Illy III I : _ ;~yss
¢E1 i ~i 4 H 1 1 v. 1 1 • `4 a g F: ~25
~jj y, fry
5p~S2~fp~jQ y c'BC <<,,.x• v Fpm 1 I1 1 SON S~ggGsss°
% Y R• ,aFr Y"~ 1 ®II 1 I4'N1 M .S[b9•
g~¢ g
a ~ F 1 ~ ~R
: $ ~3 ~ ~ • e 5 1 $
I p I
4 RE ~ t + 1 1 l a ~ ~ g
a3 gg € = a
~~8 8~ € o ~ ~ ~~41 ~ ~g,s `O• I 11 I i ISL = s ~ / 6 / 'g
q~ _ I I
®e $ gga _L \ J Fl,. I 1 I I QS Fero a'caM s ~i z r
s=~ ~ A
94 ` I Js JJ I ~~.'S 6~ p S~ U1 yim~
S 03'44
\`CI-370th 31RRE/'~°.52~ V
p~' 6 2 _ 3.33' 172Y7 -1 - _ 5' ~H o IJ
~SR~ ~ ~ JJ•JJ• IF
o E F~~ / //a 8 I F Y s+ Gt vmz
N Am
9M E o L~
@Z>R3 n \ 44<p• =21201 / / / N OiB'la' yy A r,~
k g x N fOpO y. E / % .~.~9 4p' E J2S4T'
' 3=92~6e ~ ~ Qj H
fez". u N 00994° P%
M~9 $ g; 3O2.Ja ~ GIN °
. 01
g Nosz9t' g ~_~~oa^7 //~•/~$56~, , / ~>i M,.;oSC9"1~` .~yy~
s--+- /$f N 02'K'f4' E J9299•'j~ _~'^`pc'sa <g D
8.4 go
V / F C /qA~~ P' l~Y ~Aq! 4ee.es J97.4r -
~I,a ,Y / vl / d' Y F N W4T09' E 954.27' Z
y2 N OS 44'4Y E 33g / °Q ~ ~ - - - _ ~
k
if
m ~I
FNS
~N 50 ~F*A
a ~I
f I_ I I
N I I 19r
9,i!' ~+IN 0eve 121 I I / S 00.4YO6* W 857.59• ~i
m4 I E 29A9T e I N I I WEST LINE OF THE NE 1/4 OF
L I I
1® ~s THE NE 1/4 OF THE SE 1/4
I
g Imo, 1 A\4,
H I
- § ~ j l® j
Ial 1p1 "
1 o-Z
ly~l II§ 1 AZV92 M .99.0L90 N t m CCpp OOOpp I 1 Z O
nl m i5 8 ~ ° o
N 0124'32' E 3J0.97 Ec ya
II 11 11 II $ aim ~ ~ ~ ~ 77 b~ ~ ~ ~ S ~ R m
.weM was r
p g E
J € S I Cy ICI FC. $ ~{~1 9~ r~ F
N ~ _ _ _N I li r ~ ~ ~ Y
0p -1 I I L - ~ ~ •y
g-X! \~<•b, ~I ~ Igo - - - ~ r ~gy~
N ~ P ~.'h $Y,. $ I IK Y3
to _ -348.51 -J w L-- -241.5!'_--- - - - - I g~~i o
m A 14' m N 010.YL1' E 9°724' 29. 857.19' t5 Z
F_ ~C
- - - $_OQTyS`jf 2525.75' ~i EAST LINE OF THE SE 1/4
LINPLAM LANDS CENTERLINE OF 310TH STREET
Parcel 004-1022-95-000 o2io1i2oo8 03:10
PAGE 10F 1
Alt. Parcel 10.28.15.157A 004 - TOWN OF CADY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - OFSTIE, DARIN S & KIM M
DARIN S & KIM FSTIE
2104 PIERCE/ST CROIX RD U
BALDWIN WI 54002
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 30.000 Plat: N/A-NOT AVAILABLE
SEC 10 T28N R15W 30A NE SE EXC NE 1/4 Block/Condo Bldg:
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
10-28N-15W
Notes: Parcel History:
Date Doc # Vol/Page Type
10/31/2005 810700 2918/374 WD
11/10/1999 613595 1469/480 AFF
11/18/1998 591925 1378/466 LC
07/23/1997 1179/578 QC
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 09/07/2005
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 30.000 19,200 0 19,200 NO
Totals for 2008:
General Property 30.000 19,200 0 19,200
Woodland 0.000 0 0
Totals for 2007:
General Property 30.000 19,200 0 19,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
ORIGINAL
Visconsin SOIL EVALUAT N REPORT #2335
-of -
Department of Commerce in accordance with C 5, Wis. Adm. Code Page 1 3
Division of Safety and Buildings Certified Soil Testing, LLC
County St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches in si\Ian
include, but not limited to: vertical and horizontal reference point (BMparcel I. D.
s, north arrow, and location and disoa lot 1
percent slope, scale or dimension
Please print i ill in V D Review BDate /
Personal information you provide may be use, I for sewn a'~Privacy 3 / 6
Property Owner AU G 0 3 2007 P perty Location
Ofstie, Darin Govt. Lot NE1/4, SE1/4, S10, T281N, R15W
Property Owner's Mailing Address ST. CROIX COUNTY L qt # Block # Subd. Name or CSM#
2104 Pierce/St. Croix Road 1 Pond View Acres - 1 -1 City State Lip City Village ',X Town Nearest Road
I
Baldwin WI 54002 715-684-3299 Cady 310Th St.
New Construction Use: X Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Flood plain elevation, if applicable _ NA ft.
Parent material loess over pitted till
General comments install 3.75' x 120' rock cell mound on 100.0 contour as upslope edge of rock w/ 25 sand fill w/
and recommendations: state/county approval for interpretive determination 3 ~ f -0- U /
❑ Boring # - Boring
'X, Pit Ground surface elev. 103.3 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
1 0-5 7.5YR 3/2 - sil 2 f sbk mvfr gs 1f/m 6 __8
2 5-8 7.5YR 3/2 - sil 2 m sbk mvfr gs 1m 6 .8
3 8-10 . 7.5YR 3/2 - sil 2 f pl mvfr cs lm 0 2
flf 7.5YR 4/6
4 10-11 10YR 4/3 10YR 6/2 sil 2 f pl mvfr cs 1m 1 0 _.2
5 11-17 IOYR 4/3 c2d 7.5YR 4/6 sil 1 m abk mvfr cs lm 4 6
10YR 6/2
6 1 17-26 10YR 4/3 c2p 7.5YR 4/6 sicl 2 m sbk dh - 1m j .4 .6
I 10YR52
lacks A+4"; presumptive limit is 0"; H2 & H5 occasionally part to 1 f pl and 2 f pl; H 6 has common massive gy si coats; 1 m roots to 24"
Boring # Boring
Pit Ground surface elev. 98.7 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture- Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-8 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m 6 .8
2 8-17 10YR 4/3 f2d 7.5YR 4/6 sil 2 f pl mvfr cs 1m 0 2
_ 10YR 6 2 - -
3 17-26 10YR 4/4 c2d 7.5YR 4/6 scl 2 m sbk dh - 1m .4 .6
10YR 6/2
- I -
lacks A+4% presumptive limit is 0"; H3 has common massive gy si coats; 1 m roots to 26"
" Effluent #1 = BODS> 30 < 220 mg/L and TS >30 < 15 mg/L uent # = BOD < 3 d TSS < 30 mg/L
CST Name (Please Print) Sig~atu ` CST Number
Henry F. Grote \ \ 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 10/3/2005 715-233-0398
SBD-8330 (R 07/00)
Property Owner Ofstie, Darin Parcel ID # lot 1 Page 2 of 3
3 Boring # Boring
X Pit Ground surface elev. 98.8 ft. Depth to limiting factor 0 in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure' Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. =Eff#1 `Eff#2
1 ! 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs if/m 6 8
2- 3-6 7.5YR 3/2 - sil 2 f bk mvfr gs lm .6 .8
3 I 6-9 7.5YR 3/2 - sil 1 f pl mvfr cs 1m .4 .6
4 9-14 10YR 5/3 c2p 7.5YR 4/6 sil 2 f pl mvfr cs lm 0 2
5 14-19 10YR 5/3 c2p 7.5YR 4/6 sil 2 m sbk mvfr cs im 6 8
6 19-33 7.5YR 4/4 cap 7.5YR 5/3 sl 0 m dsh cs 1m 2 6
7 33-45 7.5YR 5/2,5/3 c2p 7.5YR 5/8,4/6 Sid 1 c sbk mfi - if .2 3
Fi-a]Boring Boring
#
X Pit Ground surface elev. 98.8 ft. Depth to limiting factor 0 in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. =Eff#1 -Eff#2
i I
lacks A+4"; presumptive limit is 0"; occasional 2-6 mm inclusions H4 below 6"; 1 f roots to 35"; H7 has occasional gy si coats on peds
Boring
4Boring # Boring # Pit Ground surface elev. 96.6 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. =Eff#1 'Eff#2
1 0-3 10YR 3/2 - sil 2 m gr mvfr gs if/m .6 .8
2 3-9 10Yr 3/2 sil 2 f sbk mvfr cs lm .6 8
c2p 7.5YR 4/6
3 -14 10YR 4/3 sicl 1 f-m sbk mvfr
10YR 6/2 gs lm 2 3
4 14-38 ! 10YR 4/3 m2p 7.5YR 4/6 scl 0 m mvfr
10YR 6/2 - 1f 0 0
pit constructed 5/16/05; lacks A+4"; presumptive limit is 0"; 2-10 mm inclusions H3 @ 7-9"; side seep @ 22"; 1 f roots to 30"
Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODs < 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 608-266-3 15 1 or TTY 608-264-8777.
SKU-31iU (R 0 710(j)
Certified Soil Testing, LLC
a _
1 1 1 5
E f '
I
C, rA-
®r:-
Dp t y
s _
O S ~ ~ S
1n ~1. v
O
cl
I ;
1
N
NJ
A
Safety and Buildings
4003 N KINNEY COULEE RD
commerce.wi.gov RECEIVED LACROSSE" 54601-1831
TDD (6W) 264-877x7
iscon'sin SUN 2 5 2007 wwwwwwcommerce..wiscnsinonsin.g ov
Department of Commerce
ST. CROIX COUNTY Jim Doyle, Governor
Mary P. Burke, Secretary
March 10, 2006
CUST ID No. 222774 A7TN: POWTS Inspector
HENRY F GROTE ZONING OFFICE
CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA
E4366 353RD AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 03/10/2008 Identification Numbers
Transaction ID No. 1240465
SITE: Darin Ofstie Site ID No. 709674
Town of Cady, St Croix County Please refer to boils identification numbers,
NEI/4, SEI/4, SIO, T28N, R15W above, in all correspondence with the agency.
Proposed Lots: 1-3, 5, 7, 8, and 25
FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1062716
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil
saturation based on an interpretive determination process. Approval of the interpretive determination negates the
requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil
saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below
grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment
and dispersal.
3. The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 53.5 gpd/ft for lots 1,
2, 5, 7, and 8, and 54.0 gpd/ft for lots 3 and 25.
4. Note that lot 7 has a restricted area for mound installation and is limited to a 2-bedroom home (300 gpd design
flow).
5. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water
movement into the soil solum.
6. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from
concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. See
comments by the Certified Soil Tester regarding landscaping requirements for each lot.
7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes
of plan approval and sanitary permit issuance.
10. Even though lots 4, 27, and 28 are discussed in the attached report, they have not been approved for a POWTS.