HomeMy WebLinkAbout022-1018-20-100St. Croix County Planning and Zonin
Detail Sanitary Information
Tuesday, July Irf, 2005 at 3:02:23 PM
Page I of l
Computer 0: 022-1018-20-100 Sub/Plat: NA
Section: 7
Parcel 0: 07.28.18.102B Lot: 1
TNIRNG: T28N R18W
Municipality: t(innickinnic, Town of CSM: Vol. 09 Pg. 2648
1I4114: W 112 NW11/4
Owner. Ray, James & Elaine 471 90th Street (Boundary Rd.) Hudson, WI 54016
State Permit: 208928 Issued: 03/2PJ1994 POWTS Dispersal: Mound
PermM: New
County Permit: 0 Installed: 0=1994 POWTS Detail: NA
Bedrooms: 3
WI Fund:
POWTS Pretreatment: NA
Notes
Inspector As Built Plumber Other Requirements
Additional Notes Money Owed
Not determined yes Heise, Carl
check archives - notecard Bled with permit $0.00
Signed Off: No
Maintenance
Scheduled Pump Date Pumped 1st Notification 2nd Notification
3rd Notification
9/22/2005
RAY, James/Elaine SW4, NW', Sec. 7
515 90th Street T28N-R18W, Town of
Hudson, WI 54016 Kinnickinnic, Lot 1
90th Street
Address Site: 471 90th Street
Hudson, WI 54016 cyk
Permit No.: 208928 3/22/94 Carl P. Heise
New System - Mound ab - (007
162E
Parcel #: 022-1018-20-100 07/26/2005 02:58 PM
PAGE 1 OF 1
Alt. Parcel #: 07.28.18.102B 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address:
Owner(s): ' = Current Owner
JAMES A JR & ELAINE A RAY
' RAY, JAMES A JR & ELAINE A
471 90TH ST
HUDSON WI 54016
Districts: SC = School SP = Special
Property Address(es): = Primary
Type Dist # Description
' 471 90TH ST
SC 4893 SCH D OF RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 9.991
Plat: N/A -NOT AVAILABLE
SEC 7 T28N R18W PT W1/2 NW1/4 BEING LOT
Block/Condo Bldg:
1 OF CSM 9/2648 9.991 ACRES
Tract(s): (Sec-Twn-Rng 401/4 160114)
07-28N-18 W
Notes:
Parcel History:
Date Doc # Vol/Page Type
2005 SUMMARY Bill #:
Fair Market Value:
Assessed with:
0
Valuations:
Last Changed: 08/21/2000
Description Class
Acres
Land
Improve
Total State Reason
RESIDENTIAL G1
9.991
36,500
261.200
297.700 NO
Totals for 2005:
General Property
9.991
36,500
261,200
297,700
Woodland
0.000
0
0
Totals for 2004:
General Property
9.991
36,500
261,200
297,700
Woodland
0.000
0
0
Lottery Credit: Claim Count:
1 Certification Date:
Batch #: 219
Specials:
User Special Code
Category
Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0,00
St. Croix County Planning and Zoning Tlu nday, April12, 2007at 10.40.02AA1
Detail Sanitary Information Page I of l
Computer #: 022-1018-20-100 Sub/Plat: NA Section: 7
Parcel A: 07.28.18.102E Lot: 1 TN/RNG: T28N R18W
Municipality: Kinnickinnic. Town of CSM: Vol. 09 Pg. 2648 1/4 114: W 1/2 NW 1/4
Owner: Ray, James & Elaine 471 901h Street (Boundary Rd.) Hudson, WI 54016
State Permit: 208928 Issued: 03/22/1994 POWTS Dispersal: Mound Permit: New
County Permit: 0 Installed—TYll/1994 POWTS Detail: NA Bedrooms: 3
-40VVTS Pretreatment: NA
Notes
Issuer/Inspector As Built Plumber Other Requirements
Jim Thompson Yes Heise, Carl
Jim Thompson kr Yes
Maintenance
Scheduled Pumo Date Pumped 1st Notification 2nd Notification 3rd Nolificalion
9/22/2005 10/25/2006 04/20/2006
10/25/2009
fl
I
WI Fund:
Additional Notes Money Owed
check archives - notecard filed with permit $0.00
1
parcel #: 022-1018-20-300
02/08/2008 07:46 AM
PAGE 1 OF 1
Alt. Parcel #: 07.28.18.102D 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map'# Sales Area Application # Permit # Permit Type
05/15/2006 00 0
Tax Address:
Owner(s): 0 = Current Owner, C = Current Co -Owner
0 - RAY, JAMES A JR & ELAINE A
JAMES A JR & ELAINE A RAY
471 90TH ST
HUDSON WI 54016
%.
Districts: SC = School SP = Special
Property Address( ): '"= Pri
ry
Type Dist # Description
SC 4893 RIVER FALLS
' 471 90TH ST
SP 0100 CHIP VALLEY VOTECH
U
I tt
Legal Description: Acres:
6.663
Plat: 5190-CSM 21-5190
SEC 7 T28N R18W PT W1/2 NW1/4 FKA PT LOT
Block/Condo Bldg: LOT 02
1 OF CSM 9/2648 NKA CSM 21-5190 LOT 2
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-28N-18W
Notes:
Parcel History:
Date Doc # Vol/Page
Type
2008 SUMMARY Bill #: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 08/28/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.663 75,000 326,000 401,000 NO
AGRICULTURAL G4 3.000 500 0 500 NO
Totals for 2008:
General Property
6.663
75,500
326,000 401,500
Woodland
0.000
0
0
Totals for 2007:
General Property
6.663
75,500
326.000 401,500
Woodland
0.000
0
0
Lottery Credit: Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code
Category
Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Cl r"
LAWA=QjiArtNeimM &gX,4nnic.7.28P ATE��EVI 6E TIN
Labor and Human Relations
Safety and Buildings Division INSPECTION REPORT
GENERAL4NFORMATION (ATTACH TO PERMIT)
TANK INFORMATION
TYPE
MANUFACTURER
CAPACITY
Septic
Dosing
Aeratio
Holding
TANK SETBACK INFORMATION
TANKTO
P/L
WELL
BLDG.
Ato
Au
irintake
ROAD
Septic
3
,4.
NA
Dosing
NA
Aeration
NA
Holding
PUMP / SFPAII11ABi INFORMATION
Manufacturer
Demand
Demand
GPM
Model Number
#S.�
TDH
I Lift l
Friction
S stemLoss a ��'
TDH Ft
Forcemain
Length
Dia. a //
Dist To Well
SOIL ABSORPTION SYSTEM
90th Stj
ELEVATION DATA
o y
Sanitary ermit WTX
State Plan o.:
Parcel Tax No.: 77 a7
lYDWNq
A9400051
STATION
BS
HI
FS
ELEV.
Benchmark
Bldg. Sewer
3
St/,011nlet
117 Of/ '
St /if Outlet
Dt Inlet
Dt Bottom
O 03
97971
Dist. Pip
Bot. System
37�
O c/
Final Grade
�q
BED/TRENCH
DIMENSIONS
Width
Length��1
No. Of Trenches
I
PIT
DIM
No. Of Pits
Inside Dia.
Liquid Depth
SETBACK
SYSTEM TO
P/L
BLDG
WELL
640*/5TREAM
LEACHING
cturer:
INFORMATION
CHAMBER
_Tip_eM77A
Mo m r:
System:
DISTRIBUTION SYSTEM
UeadK / Manifold
Length Dia
Distribution Pipe s r „
Length �
x Hole, S/ae//
x Hoe Spapcing
elp r
Vent To Air Inta e
Dia Spacing
/
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over
Depth Over er Q
xx Depth Of ..Y
xx Seeded/Sodded
xx Mulched
Bed LTgiOCenter
Bed / T ges �C�
Topsoil l0
es ❑ No
Effe—s ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)-+/+, //& vC• -+
LOCATION: Kinnickinnic.7.28.18y�, SW, NW, Lot 1,, 90th Street
746ec0 , KeyA- /03,9' • Tir`'i25e �af��Dl fir' / fiias S3
Plan revision required? ❑ Yes No 7
Use other side for additional information.
SBD-6710(R 05191) Date Inspector'sSignature
"Now
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
It
�.. . ._ SANITARY PERMIT APPLICATION
C
=��`"K In accord with ILHR 83.05, Wis. Adm. Code
COUNTY
r
STATE S!A�,N� E
RdIT #
-Attach complete plans (to the county copy only)ilor the system, on paper not less than
Z
8'fi x 11 inches in size.
OANrrGA /
p
❑
Check Nrevision toprevious application
-See reverse side for instructions for completing this application.
STATE PLAN I.D. NUMBER
I. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION.
PROPERTY OWNER
PROPERTY LOCATION
-IT 4 oil
_<V2Y4r,;.:'/4,S / T. ,N,R 1 or)W
PROPERTY OWNER'S MAILING ADDRESS
LOT # BLOCK #
S i. 46 t 57.
'
CITY, STATE
ZIPCODE
PHONE NUMBER
SUBDIVISION NAME OR CSM NUMBER
/s 4q
C -
II. TYPE OF BUILDING: (Check one) ROAD
❑ State Owned VIL GE '
A❑ Public R 1 or 2 Fam. Dwelling-# of bedrooms57
III. BUILDING USE: (If building type is public, check all that apply)
1 ❑ Apt/Condo 1
2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining
4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash
5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. N New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit # — Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non -Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 0 Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In -Ground 42 ❑ Pit Privy
13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER Ej 2, ABSORP. AREA 3, ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE
REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gels/day/sq. ft.) (Min./inch) ELEVATION
L) ��
I 1 1
C 3 r) 5 ��� I 2 7 10 Q q Feet 1 o rl , 5 Feet
VII. TANK
CAPACITY
in gallons
Total
# of
Prefab.
Site
Fiber-
Exper.
New
istin
INFORMATION
Gallons
Tanks
Manufacturer'N
same
Concreteplastic
Con-
Steel
glass
App.
Tanks
Tanks
strutted
Septic Tank or k
/(•SCG
C C C
)
c ; (.: 1%�_ .
Lift Pump Tank/ r
BOG
'-
ACC
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print):
Plumber's Signature: (No Stamps)
MP/ P No.:
Business Phone Number
C 6L 1� e 1 c'
•3. %
'115 9 S- e?Ii5
Plumber's Address (Street. City, State, Zip Code):
G t1A a. , R % V t,
IX. CO NTY/DEPARTMENT USE ONLY
Disapproved
G
Sanitary Permit Fee (includes Oroundwebr
Date beuiTq
Approved
❑Owner Given Initial
rules
Fee)
(ol �
=Ma
Adverse D rmin i n
0(�
�a
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL
Suo-638e (Tormerly Plb-67) (R. 11188) DISTRIBUTION: Original to County, One Copy To: Safety 6 Buildings Division, Owner, Plumber
INSTRUCTIONS
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, grid at the time of renewal any new
criteria in the Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be
submitted to the county prior to installation.
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed
pumper whenever necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the
State of Wisconsin, Safety & Buildings Division, 608-266-3815.
t
To be complete and aocurate this sanitary permit application must include:
I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of
where the system is to be installed.
II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is Public, check all appropriate boxes that apply.
IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or
repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested in #1-7.
VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of
tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all
septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received
experimental product approval from DILHR.
Vill. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP, etc.), address and phone number. Plumber must sign application form.
IX. County/Department Use Only.
X County/Department Use Only.
Complete plans and specifications not smaller than 8% x 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of
holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service,
streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system
areas; and the location of the building served; B) horizontal and vertical elevation refetence points;
C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump
performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if
required by the county; E) soil test data on a 115 form; and F) all sizing information.
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of
regulated practices which can effect groundwater.
The monies collected through_ these surcharges are used for monitoring groundwater, ground-
water contamination investigations and establishment of standards.
SBD-6M (R.11188)
. • ��$ � �S_933 p
PLOT PL A N
q.991 ACiZELOT S94 • 400gg
P1 2 of G
® HRP.,VRP S/i44 iN
G''alood fenc6 Pos7 DRr P,uN
SCALE 1 ' _ 40"
6rCt'T Wlrtrr At'mf+flow
B3
A
09
Go�Ppaf
35e:'To �p N�%aRB PI Qol
9oTy STREET p►SY
Co,.7p,r,r 1o3.g
D 54
82 _ -
' 35'��ores �aN
�PVC
PRIVATE SEWAGE SYSTEM
Conditionally Vft
PPROtijAVEJOATIONS
µpIAAN
ow. OF INOUSTNY, LAsof,
a ION SAFETY 0 DUiU�E,�S
E6KS 1000 GAL SEMP,
Y iG� 40
3 BeB.vo.rn
54S.92?o Hy7 s.Y k
O W ELL
S 94. 40088
I MOVE -THE EARTH
f CARL HEISE EXCAVATING
1042 South Main
RIVER FALLS, WI 54022
CARL P. HEISE (715) 425-2175
Owner
MOUND SYSTEM
FOR
BEDROOM RESIDENCE
LOCATED IN THE 5" OF THE vUw i'q OF SECTION -7 TAN, R It W,
TOWN OF _KNN;b 1C.:ua�c , ST. Croix COUNTY,WISCONSIN.
INDEX
PAGE
1
of
6
TITLE SHEET
PAGE
2
of
6
PLOT PLAN
PAGE
3
of
6
PLAN VIEW -CROSS SECTION
PAGE
4
of
6
DISTRIBUTION PIPE LAY -OUT
PAGE
5
of
6
PUMPING CHAMBER
PAGE
6
of
6
PUMP PERFORMANCE CURVE
PREPARED FOR
T�Ft11ES+-ELA[HE RAC
515 40TN ST
144950N W1 54016
PREPARED-0
BY
Carl 'P. Heise
CST 3314 MPRS 3378
1042 South Main Street
River Fa11S,WI 54022
RECEIVED
MAR 1 0 1994
Samar a KoeS. DIV.
PLOT PL A N
Q.991 pCSZELOT S94-40088
Pt 2 of d
® HRP-JVR9 SPit.. iN
Z,"k)svJfenc.e,
ORS
SCALE up
9wcrpT�l;mwfiaw
01
A
09
35e:'T o 0� tat
90Ty STREET 915Tr'R6 P� p01
!> P2 D'dq
82 -
35�~%.ca
WEEKS 6RL
4�P Luba'
�Puc
PRIVATE SEWAGE SYSTEM
Conditionally
AppFjOVED
MAN NEIAnONB
. plouarn� t BuaIANGS
WEEKS �o00GgLSEprj,�,
1
a ttl, ae
3 BGLv 0
P.
SA5.92' To NUr s.Ybacicl.:,.
o W ELL
S94-- 40088
Sttow 9worsh Hoy, Or
;: �pptzov� Synthetic Covering,
Medium Sand
Topsoil
T
6 % Slope
Bed Of z�— 2 %Z
Aggregate —
PRNATE SAGE SYSTEM
Conditionally
ovinvEID
0
O 6
Distribution Pipe
F�9,4
16
r1nar
n
d
Force Main
From Pump
Cross Section Of A Mound System Using
A Bed For The Absorption Area
Wr WA R"Halls
atnr. U,eoa i �
art. F of .
NDENC�
sEE GO
�L
r .
A �_ Ft.
B .417 Ft.
I I.� Ft.
J F_ Ft.
K ►a. Ft.
L Ft.
N Ft.
'2
Observation Pipe---,,,"
B
tObservation
--------------------
Ti
�Distribution Bed Of Z— 2•Pipe Aggregate
Pipe Permanent Markers
Plan View Of Mound- Using A -Bed For The Absorption Area
Plowed
Layer
D J'D F-T-
E'/5FT-
F Fr.
G �} , 0 t r.
H_�,
U
Foff Oro lc6 Plpt Dolall S 9 4 _ 4 O O ^^
�vx
/Ind yir•.
I Frrlorols6
`PVC Pr '
of
SOY mr%TZV-GV .
4•c1' lorDied 6r.6oltom.
I -re t ouelly Spaced
II ..
0
.. � mV•Y. Y.Y r.11{ *�
1• II
Dim I flat.
P1pr ''
Lost Holt Should Be,
to End Cop /1
F^A Con! nhirlbullorl Plot Loyoul
P
S q'
Hole Diameter !/q Inch
Manifold
Inches
v
Force Main " 2 Inches
' lateral " I_ Inches) INV• EL-EY. = 105,-j
a
Holes Per feral
tioGe sY$
SOW"
p • '' I,' u�
.,: •r1d.nulls
sTMr. �xo
M�� E V ,
' NC
SEE CD
PAOC OF
PUMP CHAM6ER CROSS SEC710W AWD SPECIFICATIOWS'
VCNT CAP
S. 94 400 8.$,
rVENT PIPE
7[
rR T
WCATHEIC PR001 APPROVED LOCKIAIG
JUIJCTIOW BOX fits' FROM DOOR, 3 MAUHOLE COVCK
wIIj00W OR FRESH A W14IU.
AIRS` IJTAKE 3 I
ORADC f
I
4.
I '1�HIIJ,
COWDUIT IWMIU.
� is •:. �
�`•JIIJLCT P,6E PROVIDE I ---
Nis Wally ' . AIRTIGHT SEAL.:::' I II I
L.APPROVED JOIU7 A ditto
lJ/G:Z: NPC co APPROVED .IOIUTJ
' CXTCWDIIJb 3' O ,t\°N5 I III WIC-T. PIPE
OU�OkS01.10 SOIL ALARH CXTWDIIIG a'
`�` I! °R t ��� • 1 I I ONTO 50L11D SOIL
I oIJ
�Vx�
LI:GY"� FT,
PUMP
az4A, COLICKETE BLOCK
' 1 RISCR EXIT PCRMITiCD OIJL-J IF TANK MAIJUFACTURLR HAS SUCH APPROVAL 3"APPROVi
SEPTIC 'C. 8PECIFICA710 1S
MAIIUFACTURCR: W SEk S Ce��'
?' RDO GALa
-
WUMBCR OF OoiES: —%---PEK DA4
LDWS
' TAIJK L12C', ,
.Ytr DOSE ,VOLUME
NUWUFAGTUALR: -' 11P ToI IUCLUPIWG 6ACKFLOW: L10.9
GALLONS
�•lOOCL 1JU1 BCR.•=-� DLL ``'. 1' CAPACITICSI Az
�5
�—,IUCHC5 OR
41eWITCH 'ru M6Q 'r �..GALLOus
2WCHES Olt
G6LLOUS
`-PUMP MAIJUFACTURCR:-- aetcLLtR
MOOCL. )JUABCR: �' N S 3 C `--2—IUCNCS OR 12 GALLONS
D'-1-_INCHES OR 2.18,.� GALLOIJG
J SWITCH TU C' Mcvw..y
PUMP AUD ALARM ARE TO BE
MIIJIMUTA 01 CHARGC RATE2@.0Q__OPM. `INSTALLED ON SEPARATE CIRCUITS
'VERTICAL DIFFEREIJCE DETWECIJ PUMP OFF AIJO.OISTRI04TIOIJ PIPC..c:L. FEC7
{{ MA1.11A )JETWORK SUPPLY PRESSURE . 2.5
4viy�a i4,s y. FEET
FEET OF FORCC MAUJ X Fy
100FLFRlG710U FACTOR.. FEET
TOTAL DtIIJAM��
•iSf`. r41'f�F*M1.a.-.�� FEET
�r`,`�'.: IIJTCRIJAL CIMLIJStOIJ OY XAAJK: LE►JGTH ' oI`�/ 1 l
:WIDTH'., jLIQUIO 0CPTH -9
r .,'LICENSE 1JUMBER: t!TE3121 'DATE: : ' fl
.S94-4OO88
cc W ►
K
f. U.
W
115
34
110
32 105
30 100 —
95
28
90
26 85
24 60
Q 75 MODEL
22 16s
G S 70
U 20
� 65"
Q
Z IS 60
55
'j 16
Q
F- SO
O
L`- 14 as
12 40.
35
10
30
8
25
r
6 20
15
4
AD 10
2
rs
57,59
0
GALLONS 10 20
LITERS 0 80
_ 1 e)0�6
Zp ELLFR. Ca.
I I
MODEL
189
MODEL
137,139
®IRW
MODEL
188
185
MODEL
161 /n
so 50 601 70 80 190 100 I11D
160 240 320 400
PER MINUTE
18.o8
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY &BUILDINGS
NDUSTRY, DIVISION
-ABOR AND PERCOLATION TESTS (115) MADISON WI 7969
HUMAN RELATIONS 1
(ILHR 83.090) & Chapter 145)
LUGA•1 IUN: bhulIuN: TOWNSHIP/MUNICIPALITY: OT NO. BLK. NO.: SUBDIVISION NAIMt:
5W1/ N w V41 r7 /Tz8N/R19,((or)W wM C-SPA
ST, CrbI A. I lamed Sr. a•+ Etot,c R
®Residence
tV
515 T*749 ST. NN950N W I S, 54D&
DATES OBSERVATIONS MADE
IN
DESCRIPTIONS: PERCOLATION TIES.
Y1NBW ❑Replace a-22-
On L,r♦ f3r
IATING: S- Site suitable for system U- Site unsuitable for system
.ONVENT NAL: MOUND: IN- S E -IN-FILL OLDING TANK: RECOMMENDED SYSTEM:loptional)
OS ®U ®S ❑U EiS ®U ❑S MU ❑S ®U Motfa,p
If Percolation Tests are NOT required T
ESIGN RATE: If any portion of the tested area is in the
under s. ILHR 83.09(5)(b), indicate: vl Rtl&ss '1 Floodplain, indicate Floodplain elevation: IV 14
PROFILE DESCRIPTIONS
30RING
NUMBER
TOTAL
DEPTH IN.
ELEVATION
HGROUPOWATER•INCHES
CHARACTER O SOIL WITHTHICKNESS. COLOR, TEXTURE, AND DEPTH
TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
OBSERVED
B- I
3lo
103, 8
Ivotic
2 G"
0•2+ C3k 5;) 21. 2G otC3•L 2G-345CLL 34-24 760F nn�.•e
B- 2
3
l u 3.
r1ory.
�7
0-' B 13k S;1 18-29 PA&L 29 3G D4 & SUL
B_ 3
50
loos
rJor,,e
r.
38
0_+2 t r 13ft S, I Is -38 84s:1 38-So'' OA 8. 5; j wlf,... l the';I.:., 3
g_ 9
-x- 0
164
VQ0-4 t
1 e8
0-20" L 20-L16 Us:
'Tk.'s ,a0', o,.,..,1 dw •,1 To CGrre ;cr I;...i'e•t r� n+o..ia,ra.
B-
B-
PERCOLATION TESTS
TEST
NUMBER
DEPTH
INCHES
WATER IN HOLEFINTERVAL-MIN.
AFTERSWELLING
D 1 WA LEVEL -INCHES
RATE MINUTES
PER INCH
P.
zo
NoNe20
P. P_
20
vV o. a
1�
I fi r
�GP.
2 d
rJ �.
I
P-
P-
P-
LOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
mtal 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
I land slope.
,YSTEM ELEVATION loq.9
RIV
I
iIQP Sp'4 �: 1'• ' nty004 � � 42 _ ' � I -1 I i I --I -�
I r q l. /; a 3+u� 9 Cr H $T, i -I----t-- ---{--i- I
L I i \ ry WwLl �h Jeer} %tt4 1.i 9
the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
dministrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
,ISTRIBUTION: Original and one copy to Local Authority. Property Owner and Sod Tester.
ILH"BD8395 (R. 10/83) -OVER -
)EPARTMENT OF
NDUST
NDUSTRY,
SAFETY & BUILDINGS
REPORT ON SOIL BORINGS AND
-,BOR AND
HUMAN RELA,T IONS
DIVISION
PERCOLATION TESTS 115 P.O. BOX 7969
(ILHR 83.090) & Chapter 145) MADISON, WI 53707
L
sW�/ Nw%
TOWNSHIP/MUNICIPALITY: T N0. : SUBDIVI I N NAM
r7 %T2eN/RIB,f(or►W
�OUNTY :
)<;.,�1c,k."� - i
>v>~
cst4
ST. Cre,ti
ICIil TV. aII E4 515 To7H Sr NkvSpN W i S 540/6
)SE
O����
Residence
DATES OBSERVATIONS MADEReplace
3
>U A
Now ❑
11 q- ZZ - 4'S e -
i 2 5 - 9;3
IATING: Sa Site suitable tors rtem
Y
.ONV
o n ll Qr 3 tw 1 L, fs po . 4. 23 - 03
U Site unsuitable for system
N NAL:
❑S ®u
MOUND
®s ou
❑S ®u
- •FILL OLDIN TANK:
❑S u ❑S ®II
RECOMMENDED SVSTEM:loptionall
MuutuD
If Percolation Tests are NOT required
DESIGN RATE:
under s. ILHR 83.09151(bl, Indicate:
N R
tl.sy
I If any portion of the tested area is in the
ll Floodplain, indicate Floodplain elevation: N )4
PROFILE DESCRIPTIONS
iORING AL
NUMBER DEPTH IN, ELEVATION
P H R
V
N AT R-INCHES
HA q
IL WI H HI KN T BEDROCK SS, COLOR, TEXTURE, AND DEPTH
IF OBSERVED SEE ABBRV. ON BACK.1
tV0 L
2G„
0. 21 1315;1 21. 2L Pt G'AL 26-345CL1 34--74 76 a P. 4,1c
B 2 3L 103.
tya v�
e17 "
0-16 C3/ s;l 18 21 D48"1 29.36 04&SUL w/A.rin
B• 3 SO loos
None
38r
0.12 trO,s;J 12-38 845:1 38•60" 040.s;J wr(...r a-1,:,;•gf"
30 164
rlo., a
0.20" a 2
,I,;S •,f
B-
w.•. a;,...,I d� r0 CLrcA )or lover ,�..t ,., m0+•�ara.
B-
PERCOLATIt1N TFCT!
NUMBER
P.
P. 2-w
P.
P.
INCHES
to
20
20
FTERSWELOLING INTERVAL --MIN.
Nove fN
o.ve 'So,'
r.1 av Mtw
INWATERLEVEL-INCHES RATE MINUTES
�PER PER INCH
�
S,
! 7i
t '
1 �'i
20
��
2
P.
P-
tarsi, son oonngs and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the horn
,ntal 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
If land slope.
;YSTEM ELEVATION
the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
dministrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
4STRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Taster.
, uo con a,na
S T C - 100
This application form is to be completed in full and signed by
the owner(s) of the property being developed. Any inadequacies
will only result in delays of the permit issuance. should this
development be intended for resale by owner/contractor,(spec
house), thenta second form should be retained and completed when
the property' is sold and submitted to this office with the
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
March 14, 1994
HEISE, CARL
10.12 S MAIN
RIVER FALLS WI 54022
RE: PLAN S94-40088
RAY, JAMES & ELAINE
SW,NW,7,28,18W
TOWN OF KlNNICHINNIC
MOUND SYSTEM
2326 Rose Street
La Crosse. WI 5-1603
FEE RECEIVED
COUNTY OF ST CROI1
The Department has reviewed the above -referenced submittal.
Conditional approval is hereby granted for the system plan submittal. All
noted items must be corrected. The review and approval of the system is based
on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin
Administrative Code, and is contingent upon compliance with any stipulations
shown on the plans. This system has not been reviewed for the code
requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin
Administrative Code.
This plan submittal approval will expire two years from the approval date, or
if a sanitary permit is obtained, plan approval will expire on the day the
initial sanitary permit expires. The licensed plumber responsible for this
installation shall keep one set of plans with the Department's stamp of
approval at the construction site. The installer shall notify the appropriate
inspector when inspections can be made.
All permits required by the city, village, township or county shall be
obtained prior to installation.
Inquiries should be directed to me at the number listed below. Please refer
to the plan number shown above.
Sincerely,
;Plan
rd Swim
Reviewe
Section of Private Sewage
(608) 785-9348
3272R/ 1
suuaw�R.�im�
11
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY COURTHOUSE
911 FOURTH STREET • HUDSON, WI 54016
(715) 386-4680
April 28, 1993
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
To whom it may concern:
An onsite soil investigation of the James Ray Jr. property, located
in the NW1/4 of the NW1/4, Sec.7, T28N, R18W, Town of Kinnickinnic,
St. Croix County, WI., has been conducted with the assistance of
Carl Heise, CST# 3314.
This onsite revealed suitable soil for onsite sewage disposal to a
depth of 26" while meeting the requirements of the A + 4" rule.
This site should be suitable for new construction utilizing a mound
septic system having 12" of sand fill.
Should you have any questions, please feel free to contact me at
this office.
inc rely,
ames K. h ps'on —/00�
Assistant Zoning Administrator
cc: file
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY COURTHOUSE
911 FOURTH STREET • HUDSON, WI54016
(715) 386-4680
April 28, 1993
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
To whom it may concern:
An onsite soil investigation of the James Ray Jr. property, located
in the NW1/4 of the NW1/4, Sec.7, T28N, R18W, Town of Kinnickinnic,
St. Croix County, WI., has been conducted with the assistance of
Carl Heise, CST# 3314.
This onsite revealed suitable soil for onsite sewage disposal to a
depth of 26" while meeting the requirements of the A + 4" rule.
This site should be suitable for new construction utilizing a mound
septic system having 12" of sand fill.
Should you have any questions, please feel free to contact me at
this office.
inc rely,
ames K. i ps'on
Assistant Zoning Administrator
cc: file
INDUSTRY, TOF REPORT ON SOIL BORINGS AND SAFETY&BUILDINGS
INDUSTRY, DIVISION
LABOR AND PERCOLATION TESTS (115) MADISON WI 7969
HUMAN RELATIONS
(ILHR 83.090) & Chapter 145)
SECTION:/
TOWNSHIP/MUNICIPALITY:
OT NO.:BLK.
NO.:
SUBDIVISI N .
541/4 Nh/1/4
r% /1�8N/AIB,f(or)W
.C�1c,.a
N)F
GSM
COUNTY:
MAILING ADDRESS:
ST. Crbir-
70L,he.%3,..a.4 EZo".t Rq
515 To-rF+ 57. F{1+950N WIS 540/&P
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: O T ITITMILE DESCRIPTIONS: PERCOLATION Tn7:
®Residence 3 N R New ❑Replace 4- 2 2- q -5 q- 2-5 -13
ar 31w1L..Psa. 4.za-e3
RATING: S- Site suitable for system U- She ustwhable for system
ONVENT N L:
❑ S ®U
MOUND:
I ®S ❑U
I [is ®U
- -FILL
I [Is ®U
OLDING
IHEIS
TANK:
®U
RECOMMENDED SYSTEM:(optional)
I MOI+aD
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s. ILHR 83.09(5)(b), indicate: U p t 4%s Z Floodplain, indicate Floodplain elevation:
PROFILE DESCRIPTIONS
BORING
NUMBER
TOTAL
DEPTH IN.
ELEVATION
R UND
ATER.INCHESCHARACTER
SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.)
OBSE V
B- I
3G
103, 8
rvowc
2G"
0•21'oks:l 21 2G oAG.L 26-345CLL 34-3G 7500.t;.,n40.r
B. 2
3/a
1u3. I
Nona
.97
p_�g Ql.s;l t8-29 oce.L 2�-3G DdF,1.SLLL 4./...n'.. ,T2�°
B_ 3
So
100-6
rQ0svf.
r,
38
0_i2 lY G.5, 12-38 846.) 38-60' DA e. 5rf ,uf+"•.- mo 77/,4•73
B-
30
104
*JON 4
2$
0-2o" 1 ; 20-Z6 e,
7i s wss o To r_LeCA �oe I;n..7 0,#_ .. mo..J A.ea.
B-
B-
PERCOLATION TESTS
TEST
NUMBER
DEPTH
INCHES
WATER IN HOLE
AFTER SWELLING
TEST TIME
INTERVAL -MIN.
DROP IN WATER LEVEL-INCHESRATE
MINUTES
PER INCH
PERIOD2
PERIOD 3
P. I
ZO
Wo Wt
iN
p
I /
I R&
20
P- 2-
20
WOae
3a ,y„
1 *,6
1
1 t.L
2
P-
Zo
N r
3o Mtw
i
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.
SY
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for
125' U ee ttio../,)/r.•.
E—
I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
DISTRIBUTION: Original and one Copy to Local Authority, Property Owner and Soil Tester.
DILHRSBD{395 (R. 10/83) -OVER -
F-A
INSTRUCTIONS FOR COMPLETING FORM 1-15 - SOD - 6395
To be a complete and accurate soil test, your report must include:
1. Complete legal description;
2. The use soction must clearly indicate whether this is a residence 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 end completing the plot plan:
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing scale is prefored, A separate sheet
may be used if desired;
9. Make sure your benchmark and vertical elevation reference point are clearly shown. and are permanent;
9. Complete all apropriate boxes as to dates, names, addresses, flood plain data, percolation test exemption, 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 yur 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 SolperaNs and Textures
at —
Stone (over la')
cob —
Cobble (3 - 10")
gr —
Gravel (under 3")
's —
Sand
cs —
Coarse Sand
mods —
Medium Sand
Is —
Fine Sand
Is—
Loamy Sand
'at —
Loamy Sand
'1 —
Loam
'ail —
Silt Loam
III —
Slit
cl —
Clay Loam
SO —
Sandy Clay Loam
srcl —
Silly Clay Loam
sc —
Sandy Clay
sic —
Silly Clay
'c —
Clay
pt —
Peat
m —
Muck
Six general soil textures
for liquid waste disposal
TO THE OWNER:
Other Symbob
BR —
Bedrock
SS —
Standstone
LS —
Limestone
HGW —
High Groundwater
Perc —
Precolation Rate
W —
well
Bldg —
Building
—
Greater Than
—
Less Then
Bn —
Brown
BI —
Black
Gy —
Gray
Y -
Yellow
R —
Red
mot —
Mottles
w/ —
with
fit —
few, fine, faint
cc —
common, coarse
mm —
Many, Medium
d —
distinct
p —
prominent
HWL —
High water level,
surface water
BM —
Bench Mark
VRP —
Vertical Relerence Point
This soil test report is the lust step in securing a sanitary permit The county or the Department may request
verification of this sod test in the held prior to permit issuance A complete set of plans for Ine 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