HomeMy WebLinkAbout026-1077-20-100St. Croix County Planning and Zoning
Detail Sanitary Information
Monday, September 18, 1006 at 8:58:58 AM
Page 1 of I
Computer #:
026-1077-20-100
Sub/Plat;
NA
Section: 26
Parcel #:
26.30.18.403C
Lot:
3
TNRWI: T30N R18W
Municipality:
Richmond, Town of
CSM:
Vol. 09 Pg�,,
114 114: BE 114 SW 114
Owner: Curtis, Gary 1332130th Avenue New Richmond, WI
State Permit: 233466 Issued: 06/16/1995 POWTS E
County Permit: 0 Installed: 06/16/1995 POWTS E
POWTS P
Notes
Issuerlinspect
As Built
Not determined
NA
Mary Jenkins
Signed Off: No
Maintenance
Scheduled Pump
Date Pumped
6/16/1998
Plumber
Bird, Byron Jr.
Mound
NA
NA
Other Reauirements
1st Notification 2nd Notification 3rd Notification
0412012006
Permit: New
Bedrooms: 0 WI Fund:
Additional Notes Money Owed
look to see if file in folder - many. missin fr this $0.00
time period G
_ - Parcel #: 026-1077-20-100
09/18/2006 08:59 AM
PAGE 1 OF 1
Alt. Parcel M 26.30.18.403C 026 - TOWN OF RICHMOND
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address:
Owner(s): 0 = Current Owner, C = Current Co -Owner
O - CURTIS, GARY & CHERYL L TR
GARY & CHERYL L TR CURTIS
1332 130TH AVE
NEW RICHMOND WI 54017
Districts: SC = School SP = Special
Property Address(es): ' = Primary
Type Dist # Description
' 1332 130TH AVE
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres:
13.000
Plat: N/A -NOT AVAILABLE
SEC 26 T30N R18W PT SE SW BEING LOT 3 OF
Block/Condo Bldg:
CSM 9/2569 13.00 AC (EZ-1-1130/537)
(EZ-U-11271334)
Trect(s): (Sec-Twn-Rng 401/4 1601/4)
26-30N-18W
Notes:
Parcel History:
Date Doc # Vol/Page
Type
11/21/2005 812443 2931/043
TRUST
07/23/1997 1124123
WD
07/23/1997 985/532
WD
2006 SUMMARY Bill #: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/22/2006
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.000 27,000 137,800 164,800 NO
AGRICULTURAL G4 12.000 1,700 0 1,700 NO 00
Totals for 2006:
General Property
13.000
28.700 137,800
166,500
Woodland
0.000
0
0
Totals for 2005:
General Property
13.000
28,600 137,800
166,400
Woodland
0.000
0
0
Lottery Credit: Claim Count: 1 Certification Date: Batch #: 130
Specials:
User Special Code
Special Assessments
Total 0.00
f
Category
Amount
Special Charges Delinquent Chargges
0.00 0.00
St. Croix County Planning and Zoning
Detail Sanitary Information
%lon a-1. 11,rif21, 200-ut ?:i0:24!'ll
I'"-'' / "II
Computer #: 026-1077-20-100 Sub/Plat: NA
Section:
26
Parcel #: 26.30.18.403C Lot: 3
TN/RNG:
T30N R18W
Municipality: Richmond, Town of CSM: Vol. 09 Pg. 2569
114 114:
SE 114 SW 1/4
Owner: Curtis, Gary 1332 130th Avenue New Richmond. W 154017
State Permit: 233466 Issued: 06/16/1995 POWTS Dispersal: Mound
Permit: New
County Permit: 0 Installed: 06/26/1995 POWTS Detail: NA
Bedrooms: 3
WI Fund:
POWTS Pretreatment: NA
Notes
Issuer/Inspector As Built Plumber Other Requirements
Additional Notes Money Owed
Jim Thompson Unknown Bird, Byron Jr.
file not in folder -missing from this time period. $0.00
Mary Jenkins : ; ri No
Data from notecard only; oulcard to Mary Jenkins
for 6/26195 inspection
Maintenance
Scheduled Pumo Date Pumped 1st Notification 2nd Notification
3rd Notification
6/16/1998 04/20/2006
6/26/1998
►7cohsinDepertrnentMIndustry, SOIL AND SITE EVALUATION REPORT
gatti$Human Relations
n of Safety&Buldms -- ---__'-
Page 1 of
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
St. Croix
PA?CD. i
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road.
67,1(p
APPLICANT INFORMATION -PLEASE PRINT ALL INFORMATION
REVIEWED BY DATE
PROPERTY OWNER:
PROPERTY LOCATION
Dave & Tammy Fetter
GOUT. LOT SF 1/4 SW 1/4,S 26T 30 N,R 1R XRa) W
PROPERTY OWNERS MAILING ADDRESS
LOT If
I BLOCK /
1 SUBD. NAME OR CSM •
1345 fL hsite Dr. Apt. #219
n/a
n/a
n/a
CITY, STATE ZIP CODE PHOV NUMBER
[]CITY OVILLAGEAWWN
NEAREST ROAD
Egan MN. 55121 ( n/p
Richmond
130th. Ave.
Pc] New Construction Use 134 Residential / Number of bedrooms 3 I ] Addition to existing building
1 1 Replacement I 1 Public or commercial describe
Code derived dairy flow 450 gPd Recommended design loading rate n/a bed, gWI2 •3 trench, gWf2
Absorption area required n/a bed, (t2 64-F—trench, 9 Maximum design loading rate n/a gpdfit2 .3 trench gp 2
Recommended infiltration surface elevation(s) 1. 83' below surface e1 A (as referred to site plan benchmark)
Additional design / site considerations(ntound el. 01. 3.22 )
Parent material stream terrace Flood plain elevation, if applicable n/a ft
S = Suitable for System
CONVENTIONAL
MOUND
IN -GROUND PRESSURE
I AT -GRADE
SYSTEM IN R
HOLDING TANK
U =Unsuitable for system
❑ S ®U
IDS ❑ U
RiS ❑ U
EkS ❑ U
❑ 5 ®dJ
❑ S EY3d1
Boring #
1:
Ground
elev.
102.24
Depth to
limiting
factor
>70
Boring #
7.
Ground
101"1.2h.
Depth to
limiting
factor
>70
SOIL DESCRIPTION REPORT
Horizon
Depth
in.
Dominant Color
Munsell
Mom
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Bounck3y
Roots
GPD/ft
Bed
I 1
1
0-5
1 3/2
none
L.
2/n/sbk
nfr
c/s
2/f
.5
.6
2
5-37
l.Oyr•5/4
none
Co. S.
0/sg
n1
a/s
1/f
.7
.8
3
37-70
5yr4/4
none
s1..
1/'thi.n/pl
mfr
n/a
n/a
.0
.3
Remarks:
1
0-9
10yr3/2
none
L.
2/m/shk
mfr
c/s
2/f
.5
! .6
2
9-26
7.5yr4/4
none
sl.
2/m/sbk
mfr
g/w
1/f
.5
.6
3
26-43
10yr5/4
none
co.s.
O.sg
ml
a/w
1/f
.7
.8
4
43-70
5yr4/4
none
sl.
/thih/nl
mf�-� ;•
tn/42
a
0
3
n
I .•F
t
�
Remarks:
):--Reese Print Phone: ,C'+' <\
Steel 246-62(Y)
200th. e., New Ri.c d, ;54017
' I . r \ � 11-2o-9Rate: 22g91T Numt
PROPERTY OWNER
PARCEL I.D. #
Dave Fetter SOIL DESCRIPTION REPORT
Page? :o-f�..
Boring #
3..
Ground
elev.
100.57#.
Depth to
limiting
taw
>70
Boring #
El
Ground
elev.
A8.5fV
Depth to
limiting
factor
>72
Boring #
5
.a
Ground
97 72n.
Depth to
limiting
A"
Boring #
Ground
elev.
n.
Depth to
limiting
factor
Horizon
Depth
in.
Dominant Color
Munsell
Mottles
Qu. Sz. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft
Bed 'Trench
1
0-8
1 3/2
none
L.
2/m/sbk
mfr
c/s
2/f
.5 .6
2
9-16
10yr3/4
none
co.s.
0/sg
Fill
g/w
1/f
.7 .8
3
16-47
10yr5/6
none
S.
0/sp,
Fill
a/w
1/f
.7 .8
4
47-70
5yr4/4
none
sl.
1/t`.hin/pl
mfr
n/a
n/a
.0 .3
Remarks:
1
0-6
193,r3/2
none
L.
2/m/sbl;
mfr
c/s
2/f
.5 s6
2
6-10
10yr4/4
none
sl.
2/m/sbk
mfr
g/w
1/f
.5 €.6
3
10-36
10yr5/4
none
co. S.
O/sg
ml
a/w
1/f
.7 .8
4
36-72
5yr4/4
none
sl.
7-4hin/pl
mfr
n/a
n/a
.0 .3
Remarks:
1
0-8
10yr3/2.
none
L.
2/m/sbk
mfr
c.s
2/f
.5 .6
2
8-18
10yr4/4
none
sl.
2/m/shk
mfr
g/w
1/f
.5 .6
3
18-45
1 5/4
none
co.s.
O.sg
Fill
a/w
1/f
.7 .8
4
45-70
5yr4/4
none
sl.
1"/th'in/pl
mfr
n/a
n/a
.0 .3
Remarks:
Remarks:
SBD-8330(R.05/92)
Y12
O
LA/ Inttv"'f &,W, 0�
/,i fie'
TMENTOF REPORT ON SOIL BORINGS AND SAFETY&BUILDINGS
INDUS
INDUSTRY, DIVISION
LABOR AND PERCOLATION TESTS (115) MADISON WI 53969
HUMAN RELATIONS707
(H63.090) & Chapter 145.045)
LOCATIPN:
SE 1/4 M-1/
SECTION:
26 /T30N/p l8bor)w
TOWNSHIP/Y:
Richmond
OT N0.
n/a
8LK. NO.:
n/a
SUBDIVISION NAME:
n/a
CStMAILING
. Croix
Don Olson NAME:1117
ADURESS:
St. Croix Heights, Hudon, Ili. 54016
ISE DATES OBSERVATIONS MADE
Pff?TILE DESCRIPTIONS: PERCOLATION TESTS:
�iesidence ND.3 n/a co DESCRIPTION:RNew ❑Replace 15-4-92 5-6-92
RATING: S- Site suitable for evetam U- Site unsuitable for avetam
ONV
L:
oS®u
MOUND:
®sou
IN-GROUN
oSMI
- -FILL
oS®u
OLDING TANK:
oSEu
RECOMMENDED SYSTEM:(optional)
mound
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s.H63.09(5)Ibl, indicate: n/a Floodplain, indicate Floodplain elevation: n/a
decimal' PROFILE DESCRIPTIONS page 44 JeC2
BORING
NUMBER
TOTAL
DEPTH
ELEVATION
ATER-INCHES
CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B. 1
5.41
99.95
7none
2.91
sl '
yr4/6, l.s.,�2.50, 7.5yr4/4, not. l.s.
e 2
5.33
99.95
2.33
.75, 10yr3/3, 1., .75, 7.5yr4/4, sil., .83,-
7.5 s.l. 3.00 1 3/3 & 5 4/6, mot. l.s.
B_ 3
5.33
97.95
none
3.33
•83, 10yr3/3, 1., 1.50, 10yr , si ., 1.UU7.5yr4/4, s.l., 2.00, 7.5yr5/6, not. l.s.
B
B-
B-
decif cal I PERCOLATION TESTS
TEST
NUMBER
DEPTH
XP=
WATER IN HOLE
AFTERSWELLING
TEST TIME
INTERVAL -MIN.
DROP IN WATER LEVEL -INCHES
RATE MINUTES
PER INCH
PERIOD I
P Q 2
pggipp 3 7
p-
none11
P-
none
2
;
4
P.
none
P-.
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 100.50
`,:
■
■■
■ni■i■w1n■■■■■■■
,jai
MONMOMMANOMEMMMEME
am
■
■■■■■■■■■�■
r��■■■■■as
0
End
■■■■■■
■11■■■■
■
..IMMEEMMOM■■
■■■
■
■
r■
I■■
z -
■■■■■■■
■■
TN
I, the undersigned, hereby certify that the s d form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data d the loc do sts are correct to the best of my knowledge and belief.
NAME (print):
Gary L. Steel '�'� N 5-6-92
ADDRE ERT F TIOy,{�UMBER: PHONE NUMBER (optional):
155 200th. Ave., Pt o "Zljy. 540 ���� //1 715-2?46-6200
R
IN: Original and one copy to Lo ! ut{h ik�P, rty Owner and Soil Tester.
,4395 (R.02/82) — OVER —
INSTRUCTIONS FOR COMPLETING FORM 115 SBD - 6395
To be a complete and accurate soil test, your report must include:
1 . Complete legal description;
2. The use section must clearly indicate whether this is a resiclence or commercial project;
3. MAXIMUM number of bedrooms or commercial use planned;
4. Is this a new or replacement system;
5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan;
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A
separate sheet may be used if desired;
8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent;
9. Complete all appropriate boxes as to dates, names, addresses, flood plain data, percolation test exemp-
tion, if appropriate;
10. If the information (such as flood plain, elevation) does not apply, place N.A. in the appropriate box;
11. Sign the form and place your current address and your certification number;
12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE
LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and Textures Other Symbols
st - Stone (over 10")
BR
- Bedrock
cob -- Cobble (3 - 10")
SS
- Sandstone
gr - Gravel (under 3")
LS
- Limestone
's -- Sand
HGW
- High Groundwater
cs Coarse Sand
Perc
Percolation Rate
med s - Medium Sand
W
- Well
fs - Fine Sand
Bldg
- Building
Is - Loamy Sand
>
- Greater Than
'sl -- Sandy Loam
<
-- Less Than
'1 - Loam
Bn
- Brown
'sil - Silt Loam
BI
- Black
si - Silt
Gy
-- Gray
'cl - Clay Loam
Y
Yellow
scl - Sandy Clay Loam
R
- Red
sicf - Silty Clay Loam
mot
- Mottles
sc - Sandy Clay
w/
-- with
sic - Silty Clay
fff
few, fine, faint
'c - Clay
cc
- common, coarse
pt - Peat
rum
- Many, medium
m - Muck
d
- distinct
p
- prominent
HWL
- High water level,
Six general soil textures
surface water
for liquid waste disposal
BM
- Bench Mark
VRP
- Vertical Reference Point
TO THE OWNER:
This soil test report is the first step in securing a sanitary permit. The county or the Department may request
verification of this soil test in the field prior to permit issuance. A complete set of plans for the private
sewage system and a permit application must be submitted to the appropriate local authority in order to
obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction.