HomeMy WebLinkAbout006-1069-50-000 / lq 7 2 V�, --(
Parcel #: 006 -1069- 50 -000 08/10/2005 08:41 AM 7>z-y'
PAGE 1 OF 1
Alt. Parcel #: 31.31.16.474A 006 - TOWN OF CYLON
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 - EVENSON, SEVER & AMBER
SEVER & AMBER EVENSON
2035 HWY 64
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 2035 HWY 64
SC 3962 NEW RICHMOND
SP 1700 WITC
Legal Description: Acres: 1.760 Plat: N/A -NOT AVAILABLE
g p
SEC 31 T31 N R1 6W PARCEL IN NE NW COM Block/Condo Bldg:
465'E OF A PT IN CL HWY 64 AT NE COR NW
NW, TH S 360FT; TH E 165FT; TH N 360FT; Tract(s): (Sec- Twn -Rng 40 1/4 160 114)
TH W TO POB 31- 31N -16W
Notes: Parcel History:
Date Doc # Vol /Page Type
09/06/2002 689404 1969/120 WD
06/11/1998 580856 1331/169 GD
2005 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 09/09/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.760 14,000 137,900 151,900 NO
Totals for 2005:
General Property 1.760 14,000 137,900 151,900
Woodland 0.000 0 0
Totals for 2004:
General Property 1.760 14,000 137,900 151,900
Woodland 0.000 0 0
Lottery Credit Claim Count: 1 Certification Date: 0411712001 Batch #: 512
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
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ST. CROIX COUNTY ZONING DEPARTMENT
AS BUILT SANITARY REPORT
Owner cS
Property Address
City /State/?/
Legal al Descri tion:
g P
Lot Bloch Subdiv}'sion/CSM #
�/� '/4 ,ea Sec. / , T 3/ N -R Town of Z PIN # lQA 9 -
SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION:
l'o•� -Eis r
Tank manufacturer Size ST/PC /,� Setback from: House � Well - P/L
Pump manufacturer Model
Alarm location
(HOLDING TANKS ONLY)
Setbacks: Service road o fr intake Water Line
Meter location
Alarm location
SOIL ABSORPTION SYSTEM
Type of system �� Width 3 Length sd _ Number of Trenches
Setback from: House - Well 65" PJL io' Vent to fresh air intake
ELEVATIONS
Description of benchmark /� s Elevation
Description of alternate benchmark. Elevatio
Building Sewer 1 ST/HT Inlet �� ST Outlet e / / ,- 5 ;' PC Inlet
PC Bottom V9• L Header/Manifold °�,�' S Top of ST/PC Manhole Cover
Distribution Lines ( ) !� S (} °J✓. S ( )
Bottom of System( ) 2 () �• ( )
Final Grade
Date of installation u�./', r t number State plan number
Plumber's signature, License number .4Z 10o"d Dattl; /Z/99
Inspector _
Complete plot plan Or
J
x
i
NOTICE: Please provide the following:
• A plan view sketch showing everything within 100 feet of the system.
• Two horizontal reference points to center of septic tank manhole cover.
• Show alternate benchmark, if applicable.
PLAN VIEW
r
28
5
l�
� y st
D 3 x 5b� 1
a
INDICATE NORTH ARROW
Wisconsin Department of Commerce Count y PRIVATE SEWAGE SYSTEM
Safety and Buildings Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: 51 CRU EX
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 338963
Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.:
STIENMETZ, MARK CYLON
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
006 - 1069 -50 -000
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark t4s
Dosing U2
Aeration Bldg. Sewer
Holding St/ Ht Inlet
TANK SETBACK INFORMATION St/ Ht Outlet
TANK TO P / L WELL BLDG. Air I to ntake ROAD Dt Inlet
ir
Septic J r� ��' /a >a S NA Dt Bottom
Dosing r ? NA Header /Man. � �• u Z 9S• V 3
50 /�
Aeration NA Dist. Pipe
Holding Bot. System
Al
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer ;.:.+ Demand
Model Number GPM
L H Lift �� Friction System TDH 'J ' Ft
cemain Length P i Dia. �V Dist. To Well,- /
SOIL ABSORPTION SYSTEM
BED/TRENCH Width / Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 DIMENSI
SETBACK
SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION Type Of ! CHAMBER Model Number:
System: ;� 4 y/D �J J� ��/� OR UNIT
DISTRIBUTION SYSTEM
Header /Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. Length Dia. Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges , =a Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
LOCATION: CYLON 31.31.16.474A,NE,NW 2035 HIGHWAY 64
��f; • ��. r...,#t:.� '_. �.QJ 7- y1.1'.� �® -3 t A, � �l''7✓) 1t.J" -a �' , -' .i`.,
r 4 y
Plan revision required? ❑ Yes [:]No
Use other side for additional information. �� �J' t , y, �f ,,
SBD -6710 (R.3/97) Date t spet3or's Signature Cert No
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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Ai scon�in Safety and Buildings Division
SANITARY PERMIT APPLICATION 201 Box Washington Avenue
Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7302
i Attach complete plans (to the county copy only) for the system, on paper not less County
than 8 vi x 11 inches in size. IS 4_ C r'a l'`
• See reverse side for instructions for completing this application State Sanita Permit Number
Personal information you provide may be used for secondary purposes ❑ Check iKevis'I'ort. evidGs a pplication
[Privacy Law, s. 15.04 (1) (m)].
State Plan I.D. Number
I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION
Property Owner Nam Property Location
,t /4 1/4,S / T 3/ ,N,R E(o W
Property Owner's Mailing Address Lot Number Block Number
City,. State ,Zip a Phone Number ubdivision Name or CSM Number
17/6 K4 rlyffl ,—
-5 L 161 2
II. TYPE OF BUILDING: (check one) ❑ State Owned it Nearest Road
Public or 2 Famil Dwelling - No. of bedrooms ° To of C
Ill BUILDING USE (If building type is public, check all that apply) Parcel Tax Num / er(s)
1 ❑ Apartment/ Condo e � 4 �
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 box on line A. Check box on line B, if applicable)
A) 1. ❑ New 2. j<Replacement 3. E] Replacement of 4 [:1 Reconnection of 5. 0 Repair of an
System_______` Z_ ystem____ _________TankOnly______________ Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 []Holding Tank
1 Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 43 ❑ V It Privy
E] 14 System -In -Fill
VI. ABSOR PTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 15. Perc. Rate 6. System Elev. 7. Final Grade
Re uired (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) G� EI vation
,� $ "— / Feet . D Feet
VII. TANK Capacit gallo Total # of Prefab. Site Fiber- Exper.
INFORMATION New Existing Gallons Tanks Manufacturers Name Concrete stun- Steel glass Plastic App
Tanks Tanks
Septic Tan or R5TMMrThk x zu 1 ,9 El El ❑ ❑
ft Pump Tank tuber Y $" G� C ❑ ❑ ❑ 1 ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for ins Ilation of the onsite sewage system shown on the attached plans.
Plumbe s Name: (Print) Plumber' i ure: (No ps) 7MP/MPRSW No.: Business Phone Number:
n
'
Plumber's Address ( t et, Ciit State. Zip Code) !� _d.
IX. COUNTY/ DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater D ate I ssued Issuing A t ture (N Staipps)
Approved ❑Owner Given Initial Surcharge Fee)
(�
Adverse Determination t�J Oa
X. CONDITIONS OF REASONS FOR DISAPPROVAL:
SBD- 6398 (R.11197) DISTRIBUTION: Original to County. One copy To: Safety & 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, and at a 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 and Buildings Division, 608- 266 -3151.
To be complete and accurate 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 on 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 for numbers 1 through 7.
VII. Tank information. Fill in the capacity of every new /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.
VIII. 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 81/2 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 reference 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 testdata 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 contamination investigations
and establishment of standards.
PLOT PLAN
PROJECT Mark Steinmetz ADDRESS 2035 Hiahwav 64 New Richmond Wi 54017
NE 1/4 NW 1/4 31 /T 31 / 6 WN Cylon COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE5/28/99 BEDROOM 3
CONVENTIONAL IN -GR PRESSURE CONVENTIONAL LIFT XXX HOLDING TANK
MOUND SEPTIC TANK SIZE 1038 LIFT TANK SIZE 643 DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .8 ABSORPTION AREA 572 # of chambers 18
IL BENCHMARK V.R.P. Top of Well ASSUME ELEVATION 100'
❑ BOREHOLE (DWELL *H. R. P. SW corner of house
SYSTEM ELEVATION 9 4.40
Alt. BM Top of Cement Step @ 100.0'
Highway 64
Vent
>12" Sidewinder High
of Cover Capacity Leaching
Chamber with 31.8
ft ^2 per chamber
Cover
16"
34" Grade at System Elevation
Boring B -1, B -2, and B -3 were done by Gary Steel on 4/22/98
System is being oversized
due to possible future home
o improvements and the lack of
a alternate area
r Existing 2
Bedroom House ell *
Failed B.M.
System 15, lt
T 5' ��B.M.
B -2 ST/LT 50'
25'
5' B -3 23, 10' 35'
-4
2- 3' X 56' Trenches
Vents '
5%
B -1 6' S'
Property Line
PL P CHAMSE R CRO 0 .5 SCr-T i0l,.' A N5 Q F I' knokis
VEKJT CAP
w , TATPC RPKOCF APPROVED Cj i, (
JUUCTIOU Bc)x AkIHOLE (.0VEf
2 " m t 'ki. f Ti
AIR I?j7AK[
GRADE
Cc DUIT
I L-J
I&J 7 PROVIDE
AI RTIGHT SEAL f III
I ! 1
IP
LARM
A
*APPROVED I oIJ
�A
L L E: V.V JOINTS WITH 1
-,6 APPROVED PIPE
-- — FT 3 ONTO
oFr
u SOLID SOIL
CONCRETE BLOCK
RISE EX17 PLRM17rED OQLy IF - ,AkJK MAQUFAr-7lLJRC;Z HAS 5UCH APPROVAL
SEPTIC f SPECIFICATJOUS
DOSE
7AWKS M A F JUFACTLIRF-R: C NUMBER OF DOSES: PER DA!d
TAWK SIZE GALLOWS DOSE VOLUME )2-�
ALAKM MAWUFAr-
R;t: IKICLUD)MG 113ACKFLOW
MODEL WU?A5r
A g
=z3,SjI
CAPACITIES: MCN[SoR GaLLOUs
SWITCH T,4FE: -SR:— INCHES OR - GALLOUS
PUMP MAUL)FACTURER.
zr� —lfvv, I. C = i IN O R 1 GA
MODEL MUMBER. C 2 , � -
4E INCHES OR GALLONS
SWITCH TYPE:
PARATE CIRCUITS
PUMP AND ALARM ARE TO 5L
U
M IIMUM DISCHAFt R -1 P �M !NSTALLE0 OW SE
VERTICAL 0IFFEPEKjC,r bETWEEm . "o PUMP OFF AQO OISTRIBUTIOW PIPE. FEET / " /6 I
+ Mfk:IMLJM NETWORK SUPPL` PRESSURE . . . . . . . . . . . FLET
+ AA—r FEET OF FORCE MAIM X //*/o F Y,.0ftFKtCTIOkJ FAC"r0ft.,__ 3 FEET
TOTAL D'J JAMIC. HEAD ZZ — FEE-,
!f
1U ILI
TERAL (D;mE.QSjOWj F AQK: LE►CvTH 137
WIDTH lllgt� ;LIQUID DEPT
5IGk, ED; 690d
■■
• , ■
■
■,
`-■
TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE
ImEm
Emscmmm
mm cm
OEM lamrom
OEM MEN
0, 11 MEN OEM
BE Mi Sum M ME No
1041101M 0 NONE 0
:. `�\ \1111 ►1 \MEMO ME
MENEM
�0 I m � IME MMEMEMEN
wilmilkim ROMMEMME
\1��w2,111 I & IN0O\lks0M
ME •�1►151 M No
MEMO 1A 11"Im1\EN► OMEND
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MEN SEEMS MENEM
Wiscon Department of Commerce SOIL AND SITE EVALUATION
Division of Safety and Buildin gs P ag e of
Bureau of integrated Services in accordance with s. iLHR 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County �� E
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D. #
c1®�'—
APPLICANT INFORMATION - Please print all information. Re e
Personal information you provide may be used for secondary Purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
vT Govt. Lot _ 1/4 /4,S T ,N,R E or
�v / �31
G
Property Ownets Mailing Address C Lot # I 6lock# Subd. Name or CSM# a -
10 3 q _ --
City to Zip Code P ne Nurnwr ❑ City ❑ liage M Town Nearest Road
/ Una
❑ New Construction Use: residential / Number of bedrooms °'- Addition to existing building
Replacement ❑ Public or commercial - Describe:
Code derived daily flow C3 gpd Recommended design loading rate - -/? bed, gpdffl 1—trench, gpd4t
Absorption area required 9 bed, ft trench, it 2 Maximum design loading rate ,_ - bed, gpd/ft j_ trench, gpd4t
Recommended infiltration surface elevation(s) _ it (as referred to site plan benchmark)
Additional design/site considerations a ,�t
Parent material �uG% cta►� Flood plain elevation, if applicable IV /,0 ft
S Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system ❑ u S❑ u )Q S❑ u s❑ u ❑ s �u ❑ S u
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
0-2 El y ;,
C2 r - ;
Ground ✓� l ,
COW Depth to
limiting
factor
n. `
Remarks:
Boring #
13
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
CST Nam (Please Print Si Telephone No.
� 1 6
Address Date CST Number
> s — k 9 9'
SOIL DESCRIPTION REPORT
PROPERTY OWNER Page of
PARCEL. I.D.#
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G eptfk2
in. Munsell Qu, Sz. Cont. Color Gr, Sz. Sh. Bed . Trench
Ground
elev.
ft. '
Depth to
limiting
factor
in.
Remarks:
Boring #
1-3
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring # ;
Ground
elev.
ft. '
Depth to
limiting
factor
' Remarks:
Boring #
E3
Ground
elev.
ft.
Depth to
limiting
factor
in ' Remarks:
SBD -8330 (R. 07/96)
Soil Test Plot Plan
Project Name Mark Stienmetz Sha ird
Address 2035 Highway 64
New Richmond Wi 54017 C M #226900
Lot ----- Subdivision ------- Date 5/25/99
NE 1 /4NW 1/4S31 T 31 N /R16 W TownshipCylon
E] Boring Q Well PL Property Line County S T. C ROIX
BM or VRP Assume Elevation 100 ft. Top of Well
System Elevation 9 4.40 * H R P SW corne of house
Alt. BM Top of Cement Step @ 100.0'
Highway 64
Boring B -1, B -2, and B -3 were done by Gary Steel on 4/22/98
0
b
r Existing 2
Bedroom House Well
Failed B.M.
System
T 5' Alt.
� .M.
B -2 50'
5' B -3 23' 10 35'
-4
3'
5%
Slope
B -16' 5'
Property Line
Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labo,�► and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. 006 - 1069 -50
APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION RE a DATE
PROPERTY OWNER: PROPERTY LOCATION
Mark Stignmetz GOVT. LOT NE 114 NW 1/4 31 T 31 ,N,R 16 f (or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # SUBD. NAME OR CSM #
2035 HY. #64 na na na
CITY STATE ZIP CODE PHONE NUMBER ❑CITY [:]VILLAGE MOWN NEAREST ROAD
lieW Richmond, WI. 54017 (715 246 -2904
(] New Construction Use [ :4 Residential / Number of bedrooms 2 [ ] Addition to existing building
(x] Replacement [ ] Public or commercial describe
Code derived daily flow 300 gpd Recommended design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Absorption area required 429 bed, ft 375 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Recommended infiltration surface elevation(s) 94.40 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material pitted gi a i a1 drift Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem [3LS ❑ U E7 S El ] S ❑ U ®S ❑ U [3CS E:] U ❑ S ® U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITirench
1 0 -10 10yr4/3 none 1 2msbk mfr lc .5 .6
2 10 -23 10yr4/4 none sil lmsbk mfr gw lm .2 .3
Ground 3 23 -84 7.5yr4/4 none is Osg mvfr na na .7 .8
elev.
9 8.1 ft.
Depth to
limiting
factor '
+84
Remarks:
Boring #
1 1 0-17 10yr4 /3 none fill material na gW 2f np np
2 2 17 -27 10yr4/4 none sil lcsbk mfr gw if .2 .3
3 127-44 7.5yr4/4 none sl lcsbk mvfr gW na .4 .5
Ground
elev. 4 44 -96 7.5yr4/6 n6nr-y 1 t;'S mvfr n .7 .8
9 8.4 ft.
Depth to
limiting
factor _ 7 ., r Y ► .�
+96
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715 -246 -6
Address: 1554 200th. Ave. New RichmorW, WI 54017 `
Signature: Date: 4 -22 - m02298
I - �
PROPERTY OWNER Mark Stienmetz SOIL DESCRIPTION REPORT ,Paget of 3
P A RCEL I.D. # 006 - 1069 -50 `.,
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
` 1 0 -7 10yr3/3 none 1 2msbk mfr gw
2 Y
7 -27 10 r4 4 none sici 2msbk mfr yw if .4 .5
Ground 3 27 -80 7.5yr4/4 none is Osg mvfr na na .7 8
elev.
9 7.4 ft.
Depth to
limiting
factor
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SBD- 8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 New Richmond, WI 54017
MPRSW -3254 Mark Stienmentz (715) 246 -6200
NE4NW4 S31- t31N -R16W
town of Cylon
N
1" =40'
BM. =top of well @ el. 100
Alt. BM.= top of cement step @ el. 100
hdrm
k�t � 5 ("' ( e�
y
��h 3 I. 3 do
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Gary L. Steel
4 -22 -98
ST cRoix COUNTY
SEPTIC TANK MA'i MANCL AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address
Property Address
(Verification required from Planning Department for new construction)
City /State Parcel Identification Number
LEGAL DESCRIPTION
Property �1+, Sec��, T -W, Town of
Subdivision _ Jot #
Certified Survey Map # Volume . Page #
Warranty Deed # /�
Volume L ' � _, Page #
>
Spec house Q y -`E -W Lot lines identifiabl�,� ❑ no
SYS= MARMN
Improper use and maintenance of your septic system could result in its premature fkilUM to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (If necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning office within 30
v year e a tion date. dwee
DATE
S GNATURE 01
0 CERTIFICATION
I (we) certify that all statements on this form are true to the hest of my (our) knowledge. I (we) am (are) the owners) of
the petty cribed a v , by virtue of a warranty decd recorded in Register of Deeds Office• c--
c./ DATE
SIGNATURE OF PLICANT
Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department.
+ Include with this application: a stamped warranty deed from the Register of Deeds office deed
a copy of the certified survey map if reference is made in the warranty
'^ .Z�Z r�1'c f j:l f0
os ��� 1 1
DOCUMENT NO. STATE B.-' k#' OF WISCONSIN FOR11 3 -1982
Gl1ARD1AN'S DEED
Joan H. Frank as guardian for Marian A. Dittman, a single woman, REC STER'S arF(CE
conveys without warranty to Mark J. Steinmetz and Ruth Ann �..,,:'
Steinmetz, husband and wife as survivorship marital property, the Jl ;4 1 1 1998
following described real estate in St. Croix County, State of
1:30 p �/
Wisconsin: �` t ".?• "' fVi
tETURN TO
r
Tax Parcel No. Part of 006 - 1069 -50
to
?art of the Northeast '/. of the Northwest ' /e of Section 31, Township 31 North, Range 16 West,
described as follows: Commencing 465 feet East of a point in the center of State Highway "64" at the g
Northeast comer of the Northwest ' of the Northwest ' of Section 31, Township 31 North, Range 16
/e /e
West; thence South 360 feet; thence East 165 feet; thence North 360 feet; thence West along the center
of Highway "64" to the point of beginning.
This property is being transferred pursuant to an Order to Authorize Sale and Confirm Sale of Property
of Person Under Guardianship dated May 26, 1998, and recorded of even date herewith.
" s
This is homestead property. T
n Dated tl_i, 2 - day of May 1998.
FEE_
' ' * an H. Frank as guardian ftd Marian A. Dit an
X10 It-t
3t
ACKIN01 LEDGMENT
STATE OF WISCONSIN ) s
COUNTY OF ST. CROIX ) '
Y� s
' Personally came before me this day of May,
1998, the above named Joan H. Frank to me known to be
the person who executed the foregoing instrument and
acknowl ge the same.
Notary Public, St. -:roix Coun } Wi sconsin.
My Commission expires
THIS DOCL1vtENT DRAFTED BY:
. Judith A. Remington
REMINGTON LAW OFFICES a
P.O. Box 1'7 y �� .. � •/ � � ,
New Richmond, WI 54017 {` •'
y
r .
D ETAILS ENGINEERING
t
Performance Data
Pump Characteristics 32
Pump /Motor Unit Submersible
Manual Models SW25M1 SW33M1 W 24
LL
a 1/3 HP
Automatic Models 5W25A1 SW33A1 W
x
Horsepower 1/4 1/3
g 16
Full Load Amps 8.0 10.0 > 1/4 HP
Motor Type Shaded Pole (4 pole)
a
R.P.M. 1550 0 8
Phase 0 1
Voltage Its
Hertz 60 0
0 10 20 30 40 50 60
CAPACITY -U.S. G.P.M.
U� peration Intermittent
Temperature 120 °F Ambient Total Head (feet) 4 6 8 10 12 14 16 18 20 2 2 24
NEMA Design A 1/4 HP 44 41 36 33 29 26 23 18 12 6 0
Insulation Class A GPM 1/3 HP 47 45 43 40 37 34 30 26 22 16 10
Discharge Size 1 -1/2" NPT
Solids Handling 1/2" Dimensional Data
Unit Weight 30 lbs. 3 -1/2 5-7/8— 1. All dimensions in inches
Puwer Cord 18/3, SJTW, 10' Std. 4 -1/2 2. Component dimensions may
(20' optional) vary T 1/8 inch
/— 1 -1/2 NET 3. Not for construction purpose
3 -1/2 DISCHARGE unless certified
Materials o Construc 4. Dimensions and weights are
approximate
5. On /Off level adjustable
Handle Steel 3 - 1/2 b. We reserve the right to
make revisions to our
Lubricating Oil Dielectric Oil products and their
Motor Housin Cast Iron specifications without notice
Pump Using Cast Iron
Shaft Steel
Mechanical Seal Faces: Carbon /Ceramic
Shaft Seal Seal Body: Anodized Steel J
Spring: Stainless Steel
Bellows: Buna -N PUMP 11 1i8
ON
Impeller Thermoplastic 10 -1/8 9-1/2
Upper Bearing Bronze Sleeve Bearin DISCHARGE
HEIGHT r
Lower Bearing Single Row Ball Bearing r
3 -1/2
Strainer /Base Plastic 3 PUMP I <
OFF a
Fasteners Stainless Steel z
w
r
z
AURORA /HYDROMATIC Pumps, Inc. 0
1840 Baney Road, Ashland, Ohio 44805 Y
(419) 289 -3042