HomeMy WebLinkAbout038-1186-00-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Buildings Division Count y St. Croix
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitarf$Sroi No.:
Personal information you provice may be used for secondary purposes [Privacy Law, s 15.04 ( 1)(m)].
Permit Holder's Name ❑ City ❑ V Jiar e t'ra 1i1C l OfWrlShlp State Plan ID No.:
P.C. Collova Builders, JTar
CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel �c� 186 - 00 -000
ZVO TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic od Benchmark p lo a
o e .O
Aerati Bldg. Sewer y S
olding / Ht Inlet
TANK SETBACK INFORMATION St Ht Outlet ,r / 2. g
TANK TO P/ L WELL BLDG. ventto ROAD
Air
Septic / >�D '� js / r NA
NA Header / Man. [
Aeration NA Dist. Pipe -
3 3
HAling Bot. System x L . L
PUMP/ SIPHON INFORMATION Final Grade X .56
3 9
nufacturer _ - -- m cover
and Q Z
Model Nu GP
TDH-' Lift Friction tem TDH F
Forcemain Length Dia. Dist. To
SOIL ABSORPTION SYSTEM #
BED / EUCH) Wi!�I Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIME S Z— I DIMENSION
SYSTEM TO P / L BLDG WELL LAKE/STREAM L H Manu turer:
SETBACK r
INFORMATION Typeo -7 C BE o I umber:
System:
DISTRIBUTION SYSTEM t`
Header/Mani Distribution Pipe($) F. x Hole Size x Hole Spacing Vent To Air Intake
Length 119 Dia. y Length(j. �� Dia. Spacing 41 4 �S
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/Tr nch Center Bed /Trench Edges Topsoil I ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1. 3 /3v/ O #2: / /
Location: 2112 135th Street, Star Prairie, WI 54026 (SW 1/4 SE 1/4 13 T31N R /f18/W) - 133118941 Prairie Flats -Lot 10
1.) Alt BM Description= /
2.) Bldg sewer length =/S Y� �� <,�, Ua.1 a.. arkjc 5 in s{�//e iK Z e4-de
- amount of cover = 7 y,> '' // � r
.5;, tit( So;� 7'CSI� Lua S �mr
-T-L IIeW
m SO S. C 5 T We �ei m< p r 5
Plan revision.required? C& Yes ❑ No
Use other side, #or additior(al information.
SBD -6710 (R.3/9) Date Inspector's Signature Cert. No.
6) S cc (n ec 5 6h
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ADDITIONAL COMMENTS AND SKETCH `
SANITARY PERMIT NUMBER:
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liw� Application Safety &Buildings Division
c r wit omm .21. Wis. Adm. Code 201 W. Washington Ave.
1�lsco See reverse side for instructions for completing this application PO Box 7302
Personal information you provide may beysed for secondan purposes Madison. WI 53707 -730"
Department of Commerce Q (Submit completed form to county if r
(Privacy Law'. s. 15, 4(I)(m)] state owne
Attach complete plans (to the county cop) only) for is tem. to4j less than $ -1/2 x 11 inches in size.
County ./ State Sanitary Perm' 3 r"I (� 1 revision to previous application tate Plan 1. D. Number
I. Application Information - Please Print all Information cation:
Property Owner Name 'Property Location ,i7 11
✓ Zt;t�� tGt)F= .;i _XA41/ 1A,S 3 TJ/,N.R fj or W
Property Owner's Mailing Address \? % ` Lot Number ✓ Block Number
City, State Zip Code Phone Number ubdivi a tuber
II Type of Building: (check one) ❑ City
jt 1 or 2 Family Dwelling No. of Bedrooms:__- " ��K' ❑village
❑ Public /Commercial (describe use): 7 Town of j
❑ State -owned
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road
5 7
A) 1. #New System 1 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s)
System Tank Onlv Existin S stem
$) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply) )J 31r fig.
O-Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
V Dispersal/Treatment Area Information: -
1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevat�'on 7. Final Grade
Required Proposed Rate ( Is./day /sq. R.) (Min. /inch) h/ S ElevaNe��
325 77, 3 , a
'S
VI Tank Capacity in Total # of Manufacturer Prefab Site Ste Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing Crete structed
Tanks Tanks
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑
VII Responsibility Statement
I, the undersigned, assume res on ibility for installation of the POWTS sho on the attached plans.
Plumber's Name (print) Plumb Sign ure (no stamp PRS No. Business Phone Number
Plumber's Address (Street, City, State, Zip Code)
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued ;Issuing Ag t ig t re (No stamps)
Approved ❑ Owner Given Initial Adverse Surcharge Fee) 1
D
IX. Conditions of Approval /Reasons for Disapproval:
��Ip�at ro ('-
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3- rs /1741/ — 21•C�Fr -T az �t., N. s 3`?�_• C>? tp tovU. .c0
SBD -6398 (R. 07/00)
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Wisconsin Department ofCommeroe SOIL EVALUATION REPORT Page of
DivisionvfSafety and Buildings
in accordance with Comm 85 Wis. Adm. Code
Courtly
Attach complete site plan on paper not less than 8 1/2 x 11 inches In size.. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. :c .
percent slope, scale or dimensions, north arrow, and location and distance to nearest road, - - -
Please print all information Reviewed by / Date e /
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1) (m)).
Property Owner Property Location ll
A Govt. Lot Sri 1/4Sk�_i /4 S /3 T a N R E (or)40
Property Owner's Mailing Tess Lot # I Block # Subd. Name or CSM#
3:Z ZMIIA /)
City State Zp Code Phone Number ❑ City Cl VilK [Town Nea est Road _
Nsc "i Gvl` S Oj ? ( )l.r ) 2gy - �s�ov : - 4 S
a New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate y d GPO
❑ Replacement ❑ Public r commercial - Describe:
Parent materiai C ' Flcod-Pl :in elovation if applic =b!e� ft
General comments
and recommendations:
r r
Boring # Boring
a Pit Ground surface elev . j2 aS_-S_ ft. Depth to limiting factor 9 ? in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Boring # Boring /
pit Ground surface elev. � ft. Depth to limiting fador �9G in. Boil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cant. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
• Effluent #1 = BOO > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOO < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) nature CST Number
22
Address p Date Evaluation Conducted Telephone Number
/
Z o � 7 Aht-ee
Property Owner Parcel ID # Page —?— of
D Boring #
® BAN-
pit Ground surface elev. V ' �r ft. Depth to limiting factor 9 (o in.
i 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. I I 'Eff#1 'Eff#2
-y 2�Y vt — S 16 I R11,4e aw , , 3
tri
� S
V
BWng # Baring Q
® pit Ground surface elev. D (-' 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. I •Eff #1 'Eff#2
6- Y >; YOj1 _ [ Z
2. (0-S /nL — 1,
® Boring # Boring
® Pit Ground surface elev. �� ft. Depth to limiting factor >9 (0 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
D • B` 7 S kafl! — S� �� IrAdi Ingee aft/ j
Z 8• Y3 - ) ,qR V14 aS r- • L .3
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA. ' Effluent #2 = SOD, < 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 - 264 -8777.
SOD- 9330(RAM)
Wisconsin Depart of Commerce SOIL AND SITE EVALUATION Page 1 of
,)ivisiorl ? Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
% _ Wl Tr ucking & Excavating, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, ocRtip a� 9 ' tance to nearest road, Parcel LD.#
APPLICANT INFORMATION - P /i`rnt all infi n. - - - - - -- - - -- — —
Personal information you provide may be used s dary p *Privacy law, 5.04 (1) (m)). View d� Dat
�.,-
Property Owner _.` QX roperty Location
Cas ey, Dan _ —F� G L ot_ SW 114 SE 1 /4,S 13 T 31 N,R 18 `T►�
Property Owner's Mailing Address , n s "- %- �7 t # Btodc # � Su ame or CSM#
3 Sawmill Lane T CFrg1X 10 Prairie Flats
City State 2$�eZ C City E] Vill . e YjTown Nearest Road
New Richmond WI 5 Li ; 715 -2h6 =` St r Hwy 65
n New Construction Use: Z Resi `' f/ r edrooms 3 ❑Addition to existing building
Replacement D Public or commercial describe
Code Derived daily flow 450 gpd Recommend design loading rat bed, gpdff . 8 trench, gpdM
Absorption area required 643 bed, ff? 562 trench, ftz M mum design loading r ate• bed, gpd/ftz gpd/ftz
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) 7
Additional design / site considerations
t Parent material Out - wash Flood plain elevation, if applica a ft ble for system Conventional Mound In - Ground Pressure AT - Grade System In ill
Holding Tank
itable for system ZS U ® S ® S U ❑ S Z U ❑ S® U ❑ S M U
SOIY DESCRIPTION REPORT
Boring# Horizon Depth Dominant Color M es Texture Structure onsistenc Boundary Roots GPD/ft2
. Cont. Color Gr. Sz. Sh.
in. Munsell Qu. S Bed Trench
1 1 0 -4 7.5YR 2.5/1 ---- - - - - -- SIL __.1FARK - MV- FR-- ----Ail4! _1VF .2 2
4 1 76 7.5YR4/6 - --- - - - - -- CL 1FABK MVFR AS 1 VF .2 a
Ground 3 76 -98 7 ---- - - - - -- S 0 -GR ML - - -- - - -- .7
ele -- -- — -- - - - -- ; - - - --
vgD,S5
Depthto �S�w P4Z DeV),,s 11�
limitin g
factor
98 IN.
Remarks: -- - _ -__ -- _ -- -
1 0 -7 7.5Y ---- - - - - -- SIL IFA BK MVFR AW 1VF .2 .3
2 7 -9 7.5YR4/6 ---- - - - - -- 1FABK MVFR AS 1VF .2 .3 .2-
Ground - - - - -- - - - -- I - --
ele - -- -
v 0.9
Depth to 7
limiting - -- - - - - - - -- -- -- — ,- - - --
factor _
96 IN.
CST Name (Please Print) Sig lure: Telephone No.
Dennis Gille a„..t — 715 268 - 6637
Address t� t CST Number Ref #
9
372 140th Street Amery, WI 54001 N97 3409 107
PROPERTX OWNER: Casey, Dan _ S OIL DESCRIPTION REPORT Page 2 of
P,IRCEL I.O. #_ _ _ Grille Truckmg & Excavatmg, Inc.
Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. Bed Trench
3 1 0 -4 T W .5/1 ---- - - - - -- SIL IFABK MVFR AW 1 VF .2 .3 �-
2 4 -96 7.5YR4/6 ---- - - - - -- CL 1F MVF AS I VF . . 3 ------
Ground - -
elev - -- - -.— - - -- - - - - - - - -- - --
b i
Depth to y�
limiting - —
factor
96 IN,
Remarks:
1 0 -4 7.5YR2. ! SIL 1FABK MVFR AW IVF .2 3 0�
4 - — ---- - - - - -- -
2 4 -96 7.5YR4/6 - - - - ----- CL 1FABK MVFR AS 1VF .2 .3 , ;L
Ground
elev —
Depth to
limiting
factor
96 IN, - - -- - - - - - -- / - -- - — - - -- - ( -
Remarks:
5 1 0 -8 7.5YR2 ---- - - - - -- SIL 1FABK MVFR AW 1VF 2 3
2 8 -43 7.5 ---- - - - - -- CL 1FABK MVF AS 1VF .2 .3
Ground - - - - - -
elev 3 43 -96 7.5YR5/3 ---- - - - - -- S 0 -GR ML - - -- - - -- .7 .8
Z -- - - - t - - -
Depth to --
limiting - n - i -- - -
factor ,
96 IN, -- - -�
Remarks:
Ground _ -- - - -- - -- -- - --
elev
Depth to
limiting — -- - -
factor
Remarks:
�w
. Sk.� � S F � 51 T.7� N�P�B'✓ CSTi'`` p' 9
407' �o
,
jq P
Ll gotfq
.At 1 z , zorz/,I-
19� �-
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Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number 3 F 3
Number of Bedrooms
Design Flow - Peak (gpd)
Estimated Flow - Average (gpd)
Septic Tank Capacity (gal) l CCO /
Soil Absorption Component Size (ft) % a�✓ik (�» Tam
Type of Wastewater omestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) L 6CD
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil. Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic tank and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
. f'
Management Plan for a Septic Tank and Soil Absorption Component
filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously.
Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
needs to be performed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
PV1A CO IM�OVIQK -�
I
3
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSIiIP CERTIFICATION FORM
Owner/Buyer �. I OVA M O s -- VN <—
Mailing Address — 70� 00. /f
Property Address
(Verification required from Planning Department for new construction)
City /State - �T/V p0Z*lX /E , �,e1 Parcel Identification Number
LEGAL DESCRIPTION
Property Location S'til %,, S '/,, Sec. /,3 , T - 3 / N -R1Z Town of ST142,�t /,pj��
Subdivision _ /`�` /� /� �L.� 'S - , Lot /I /y
Certified Survey Map 0 Volume . Page It
Warranty Deed # do DD ( 6 / Volume . Page It
Spec house ❑ yes X no Lot lines identifiable I yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenanceof your septic system could result in its premature_ failure 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 licensedpumperverifying 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
days of the three year expiration date.
SIGNATURE OF APPLICANT DATE
OWNER CERTITICATION
. I (we) certify that all statements on this form are true to the best of my (our) knowlcdgd..I (we) am (are) the owners) of
the property described above, b virtue of a warranty decd recorded m Register of , tY g Deeds Office.
11 Al" /2-0
SIGNATURWFAPPEICANT DATE
* * * * ** Any information that is mis- represented 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
R co of tine ce '
copy , rlrficd survey map if reference is made in the warranty deal
f
YOL FJ PAC 209 12-
STATE= BAR OF WISCONSIN FORM it – 1982 CS, 00ESE61
LAND CONTRACT KATHLEEN H. WALSH
Individual and Corporate
(TO RE USED FOR AI -L TRANSACI(ONS WIIERE OVER �i REGISTER OF DEEDS
DOCUMENT NO. $15,000 IS FINA NCtD AND IN OOILR NON CONSUMER ST. CROIX CO., WI
ACT t RANSAa IONS)
RECEIVED FOR RECORD
Contract, by and between Daniel J. Casey and 04 -05 -1999 9:30 AN
_ Betty- _D__Caselc- ,_hu.s_band -. -ant .wi .fe -as__
survivorship marital property
- LAND CONTRACT
- - -- - - -- - -- -... p - -p- Y -- - -- ("Vendor". EXEMPT N
whether one or more) and P -_('.- CQ1.1Q_va__Bu11S7L'rS.a_ -Inc: CERT COPY FEE:
COPY FEE:
- . - - - - -- - - - - - -- - -- -- - -- - - -- TRANSFER FEE: 570.00
RECORDING FEE: 12.00
Vendor sells and agrees to convey to Purchaser, upon the prompt and full performance PAGES: 2
of this contract by Purchaser, the following property, together with the rents, profits,
fixtures and other appurtenant interests (all called the "Properly ") in
St. Croix -- _ County, St OfWiscunsin:
TIIIS SPACE RESERVED FOR RECORDING DATA
Lo ts 8, 9, 10, 13, 14, 15, 17, NAME AND RETURN ADDRESS
18, 19 and 21 of Prairie Mate
Addition in the Town of Star
golf P- w�1LSf/
Prairie, St. Croix County 53q S. K ✓�"'�� `
Wisconsin. /VA— RfC HMaw -�
r✓
038- 1185 -80 -000, 038 - 1185 -90 -000
038=11B601 - 0 038- 1186 -30 -000
PARCEL IDENTIFICATION NUMBER
038 - 1186 -40 -000. 038 - 1186 -50 -000
038 - 1186 -70 -000, 038 - 1186 -80 -000
038 - 1186 -90 -000, 038 - 1187 -10 -000
- phis -- _lam —.P_o t - - - - -- homestead property.
(is) (is not)
Purchaser agrees to purchase the Property and to pay to Vendor at 3 23 Sawmill La Ne W Ri chmond , W I
the still of $90_,_0 _0_0.00 _ in the following manner: (a) $_1_0-,_000__00
at the execution of this Contract; and (b) the balance of $ --- 1.fl Q_a_QQQ_�QQ together with interest horn date
hercol on the balance outstanding from time to tittle at the rate of 1 - ght -- percent per anmmn until paid in full, as follows:
Purchase price determined as follows: Lots 8, 9 and 10 $19,900.00 each;
lots 13, 14, 15, 18 and 19 $18,900.00 each; lots 17 and 21 $17,900.00 each.
A Warranty Deed will be given for each of these lots upon payment of the
original purchase price (stated above) of each lot, plus accured interest.
Provided, however, the entire outstanding balance shall be paid in full On or before the 2 9th day of March, 200
19_ (the maturity date).
Following any default in payment, interest shall accrue at the rate of 8% per annum on the entire amount in default (which shall
include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance).
Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special
assessments, fire and required insurance pierniums when due. To the extent rrreived by Vendor, Vendor agrees to apply payments to these
obligations when due Such amounts received by the Vendor for payment of loxes, assessments and insurance will he deposited into an escrow
fund or trustee account, but shall not bear interest unless otherwise required by law.
Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid
without premium r fee upon rincipal at any tine after _� C ial 30 , - 19 y
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In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of
principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that
said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall he
continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded heiehonl.
Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except:
None.
Purchaser agrees to is the cost of future title evidence. If till • •v' • 's '
g C eviden I. m the font c f an abstract l shall be retained b y \'endue until
pay ,t
IhC full purchase pi itc is paid.
Purchaser shall be entitled to take possession of the Property nn __Ma rch 30 , 199 .
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THIS INSTRUMENT DRAFTED BY ED FLANUM
ION OWNERS
DANIEL AND BETTY CASEY
323 SAWMILL LANE
D IN PART NEW RICHMOND, III 540,7
N1j4 CORNER
SECnON 13
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S 89'43'27" W 2582.09'
50.18 354.69 352.64• 37'50
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/ ?'4. 61,564 SQ. FT.
1.92 ACRES d / / c
o 83.587 50. FT.
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1.92 ACRES •\ •'V` 590 '00'E N
83,587 SQ. FT. / 0 — . — — . .
N 63 •• / �j r �� N90
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1.30A g
W 1.92 ACRES / / ` 78.212 SQ. FT. `
I 63.587 SO. FT.
M
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C �i- 348.92
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66.885 S0. FT. o O
198.04 n 12
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I r 76.986 50. FT.
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- S 89'46'08” F I ' I S 89'
201.38' 201.3
h DEDICATED TO THE PUBLIC
590'00'OO�E — -- — — — — - -- /
19801 _� S 90 E 467.9
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51/4 CORNER nin w.►♦ If /e+1r►rs+
iisFF6nsirr t of Commerce SOIL EVALUATION REPORT Page of
\ ti§ion of uilding s
in accordance with Comm 85, Wis.,.Adm. Code minty L
f plate site plar,on paper not less than 8 1/2 x 11 inches in size. Plan must 1 ' C a'
but n mited to: 'vertical and horizontal reference point (BM), direction and Parcel I.D.
j5ercent slople or dimensions, north arrow, and location and distance to nearest road.
r �yY Please print all information Reviewed by Date
Pe04 atp 11you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
party C Property Location
V . 1 t °�' Govt. Lot w 1/45 F_1/4 S I T3) N R E( W
Con Property Owner's Mail' Address If Lot # Block # Subd. Name or CSM#
p R- 1 d f t F
c State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
❑ New Construction Use: �ff Residential / Number of bedrooms Code derived design flow rate GPD
Replacement ❑ Public or commercial - Describe:
Parent material � 0 C.1 k U-V- C or Flood Plain elevation if applicable _ ft.
General comments 1
and recommendations: 1 (Y� 0. .� S V G + — ( A.75 a .75 '� EM CI" C-6 v j. v., t w
T. `$9 *7'
r •.J
7( Boring # Boring
p pit Ground surface elev. '� ft. Depth to limiting factor v_ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I - Eff#1 I - Eff#2
F-71 Boring # o Boring i
q,
LP Pit Ground surface elev. _ 15, 39 ft. Depth to'limiting factor p I n.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2
0-1 Dy P, r 4Jr F
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17 J u`I Y -°"— C L S b kK- vK i w
IV 96 467 7 -Vets -. s O --5 L W -
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Effluent #1 - BOD > 30 < 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 - BOD < 30 _ mg/L and TSS _ 30 m 91L
CST Name (Please Print Signature CST Number
)<
bL2& �
Address .e. f ,�.' Date Evaluation Conducted Telephone Number
a to
I'
{.. ► G p I le vet 8 l) �G r S Parcel ID # �+ J Q "/� CEO Q Page � of
Property Owner PC. 3
F v� B oring # E] Boring
f) pit Ground surface elev. -7-$ _
! M ft. Depth to limiting factor = in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. M Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
'! . y 5b w
F grins # ❑
❑pit Ground surface elev. ft. Depth to limiting factor in.
Soil ApRlication 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
❑ Boring # ❑ Boring
El Pit Ground surface elev. _ ft. Depth to limiting factor in.
Soil Kplication 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
' Effluent #1 = BOD 30 < 2 mg/L and TSS >30 < 150 MW ' Effluent #2 - BOD _S 30 <.30.
d- > . 20
.. - ._ - mg/L and TSS, _, 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 th° d£r• irtment at 608 - 266 -3151 or TTY 608 -264 -8777.
SBD4330 (86/00)
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FROM : PC COLLOVA BLDR &BROTHERS E ?:C FAX NO. : 7152943245 Mar. 30 2001 07:21AM P4
FROM P C COLLOUR BURS, INC PHONE NO. : 715 549 5.911 Mar. 0.9 401 EBB: 10AM P4
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ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
n u r — ■��■� ST. CROIX COUNTY GOVERNMENT CENTER
_ 1101 Carmichael Road
Hudson, WI 54016 -7710
(715) 386 -4680 FAX (715) 386 -4686
May 17, 2001
P.C.Collova Builders
Attn: Laurie
705 County Trunk E
Hudson, WI 54016
RE: Septic Inspection for P.C. Collova Builders located at 2112 135th
Street, Prairie Flats (Lot 10), Star Prairie Township, St. Croix County,
Wisconsin
Dear. Laurie:
A septic inspection of the above referenced property was conducted on 03/30/2001. This
property is located in the SW 1/4 SE 1/4 of Section 13, T31 N R18W, Prairie Flats (Lot
10), Star Prairie Township, St. Croix County, Wisconsin. At the time of the inspection, this
septic system was found to be code compliant for a three (3) bedroom home.
If you have any questions regarding this, please contact our office at (715) 386 -4680.
Sincerely,
J Sonneritag
Zoning Technician
/gm
cc: file