HomeMy WebLinkAbout038-1010-60-100 sin Department bf Commerce PRIVATE SEWAGE SYSTEM Count$t. Croix
.dty and Buildings Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitag"95glo.:
Personal information you provice may be used for secondary purposes [Privacy Lawxs.15.04 (1)(m)).
my" ❑ City ❑ I ftiP 14AM6 ip State Plan ID No.:
CST BM Elev. Insp. BM Elev.: BM Description: Parceld3f-1.d10 -60 -100
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION 6 S HI FS ELEV.
Septic Benchmark f 9$,20 I 627. D f
Dosing 420 s: 0 ,
Aeration Bldg. Sewer a D mss
( (' 9
Holding St/ Ht Inlet . ZO 9 p r
1 I
TA SETBACK INFORMATION St/ Ht Outlet `F q3 S
TANK TO P/ L WELL BLDG. Ae take ROAD Dt Inlet —'—
Septic f -+ ,,, zO NA Dt Bottom
Dosing NA Header /Man. I
o fT. 10
Aeration NA Dist. Pipe . ZS Q 2 - •4S"
Holding Bot. System
PUMP / SIPHON INFORMATION a qS, 10
Ma ufacturer nd
Model umber GPM
TDH Friction System TDH F
Forcemain Length Fi ���� T-F
SOIL TION SYSTEM
OEB-AT RENCH Width i Len th 1 No. f Tr riches PIT No. Of P is Inside Dia. Liquid Depth
DIMENJ . T� Z DIMEN 1 N
SYSTEM TO P / L BLDG WELL LAKE/STREAM LEA I anua NG M er:
SETBACK CHA BER ��,_�� s�
INFORMATION Type O M d
e Num er:
System: 30 �" S(oo 1�S OR IT c ."
DISTRIBUj SYSTEM ,
Head d ( Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length e% Dia. Le h ia. �S ,
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade S stems Only
Depth Over Depth Over xx Depth Of xx Se ded /Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil InS ection 10 es No No
/ CO MMENTS: (Include code discrepancies, persons present, etc.) CC 1 .21 d I
Location: Huntington Drive, St r rairie, WI 54026 (SW 1/4 E 1/4 2 T3 N R18W) - 02311831A10 -Lot 4
1.) Alt BM Description =T-V `Dra -c. '- (_,0n4 L.. sett �v6 eo�.�.r�
2.) Bldg sewer length= - ,e
- amount of cover = t15" a-
3) A
Plan revision required? []Yes g( No
Use other side for additional information. o % Zf
SBD -6710 (R.3/97) Date Inspector's ignature Cert No.
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• Sanitary'Permit Application Safety & Buildings Division
S In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
See reverse side for instructions for completing this application PO Box 7302
isconsin Personal information you provide may be used for secondary purpose Madison, WI 53707 -7302
Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not
state owned.)
Atta com plete plans (to the county copy only) for the system, on paper not less th 8 -1/2 x 11 inches in size.
County-4 State Sanitary Perm N umber ❑ Check if revision to previous applicatio State Plan I. D. Number
� L" ] I. Application Inform ion - Please Print all Information Location:
Property Owner Name T Property Location
k 1L1 1;t- - 1 ' D SL, 114, TN, E( )W
Property Owners Mailing Address Lot Number Block Numb
3
City, State Zip Code Phone Number Subdivision Name or C M )er
/
IL Type of Building: (check one) 3 ❑ City
1 or 2 Family Dwelling - No, of Bedrooms : ❑ Village
❑ Public /Commercial (describe use):_ own of
❑ Stat -Owned
F ' Y41 01 51 estR
' x ' C 2 2 C.i �(1M 1� a er s)
III. Type of /? ermit: (Check only one box on line A. Check box o n line B if applicable) _ O 10 — O — 1 0 O
A) 1. ew 2. ❑ Replacement 3. ❑ Replacement of 4. $ 6. ❑ Addition to
System System Tank Only a - 0 Existing System
$)
13 Permit Number Date Issued
A Sanitary Permit was previously issued
I Type of POWT System: (Check all that apply) Oa
on- pressurized In- ground 0 Mound CIS and Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculatin ❑ Other:
V. Dispersal/Treatment Area Information:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6, System Elevation 7. Final Grade
96-0 wired Proposed Rate Gals.lday /sq. ft.) (Min.linch) ` Elev
�> -2— W� ?/ '
VII. Tank Capacity in Total # of Manufacturer Prefab ite Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- on- glass
New Existing Crete s cted
Tanks Tanks
❑ ❑ ❑ 1 ❑ 1 ❑
VIII. Responsibility Statement
1, the undersigned, assume responsibility for i st a ion of the POWTS shown on the attached plans. 1 Plumbe 's Name (print) Plumber's a e (n tamps): MP/MPRS No.
Business Phone Number
Plumber's Address (Street, City, State, Zi od
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
,Approved ❑ Owner Given Initial Adverse Surch a Fee)
Determination Z S 3
X. Conditions of Approval /Reaso f r Disa pro l:
t 1
vv- w � 0, PS Z Is - s y 'l ('s ue �;/ s f -
.� � -� tjkr i /►tu��le�
�I�wts ,_ IQ An 4vtete 1� .
� 4k� Q /c t �e�.s .� ecc ce�.�cs ti°�P ttoQ ,MU,I
BD -6343 (R. 0 /' 00)
PLOT PLAN
PROJECT Kurt Folev ADDRESS 303 3rd St. Star Prairie Wi 4026
SW 1/4 SE 1/45 2 /T 1 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX
MPRS Shaun Bird 22690 DATE 1/31/01 BEDROOM 3
CONVENTIONAL X00( IN D PRESSURE CONVENTIONAL LIFT __� HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 377 # of chambers 22
,, BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100 Filter Zabel A -100
❑ BOREHOLE WELL *H.R.P Same as Benchmark
V enn
SYSTEM ELEVATION 91.6
>12" Sidewinder High Alt. BM To of Steel Fence post - th Orange Ribbon 100.0
Of Cover Capacity Leaching p p
Ch
Grade at System Elevation
Chamber
6'
16"
4
Ali B.M. Huntington Drive 300'
5
5'
B-
90' B -5
15' Rep A
45' B -3
1% Slope
15'
15' 15'
B -2 T Pro 3
Bedroom
B -1 House 321'
20 2 -3' X 69' Cells Property
with >3' Spacing Line
>20%
80 ' Sl ope
Cedar Creek
PLOT `PLAN
PROJECT Kurt Fole A ADDRESS 303 3rd St. Star Prairie Wi 4026
SW 1/4 SE 1/4s 2 /T 1 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX
MPRS Shaun Bird 22690 DATE 1131/01 BEDROOM 3
CONVENTIONAL )00( IN D PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 377 # of chambers 22
BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATIO 100' Filter Zabel A -100
❑ BOREHOLE WELL *H.R.P. Same as Benchmark
Ann
SYSTEM ELEVATION 91.6
ASidewinder High Alt. BM To of Steel Fence ost th Oran a Ribbon 100.0
o f Capacity Leaching p p g Chamber
4 Grade at System Elevation
Alt, x L 4 "
Huntington Drive 300'
5
5'
B-
90 , B-5
15' Rep A
45' B -3
1% SlOpe
15'
B -2 15' 15'
T Pro 3
Bedroom
House 321'
20'
2 -3' X 69' Cells B 1 Property
with >3' Spacing Line
80'
:>20% 1
Cedar Creek
:onsin Department of Commerce SOIL' AND SITE EVALUATION
" •' s.."n of Safety and Buildings Page of
EL a Integrated`Servi in acc nce with Comm 83.09, Wis. Adm. Code
Attac pi site plan n paper no less than 81/2 x 11 inc sin size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimension orth arrow, and location and distance to near oad.
Parcel I.D. #
IVER
APPLICANT INFORMATION - Please print all inft�rn ition. evq?w by Date
4. Personal information you provide may be used for secondary purposes (Prlvaoyi aw •x. - 1 O (rh)).� 75D kW
Property Owner ft vocation t -. ,
/' �4 ` 1 /4,S,�? T l ,N,R , E (or
Property Owner's Mailing Address / Lot # 14 ubd. Name or CSM#
City State Zip Code Phone Number C Village Town Nearest Road
ity
`Z'kJ+� / 15 (7 (r) „� Y 4/ s-�
New Construction Use:,,�Residential / Number of bedrooms Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily flow � gpd Recommended design loading rate ' � bed, gpd/ft � trench, gpd/ft
Absorption area requir � bed, ft 756 trench, ft2 / Maximum design loading rate bed, gpd/ft trench, gpd /ft
, ell I
Recommended infiltration surface elevation(s) /' � ft (as referre o site plan benchmark) �7
Additional design /site considerations l J • 2 J
Parent material Flood plain elevation, if applicable .01v� ft
S = Suitable for system I Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system S❑ U ❑ U S❑ U S❑ U ❑ S EIS, U fr
SOIL DESCRIPTION REPORT I �
IV
Boris # Horizon Depth Dominant Color Mottles Structure GPD /ft
g Texture Consistence Boundary Roots
&:
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
s
r
Ground
1 1 11 4 2 - 2 , 4
e(ev.
�ft.
Depth ep to
limiting 911619 /
cc;r S • S
in.
Remarks:
Boring #
Ground
ft•
B gZ, S`
Depth to
limitin
f �
Remarks:
CST Name (Please Print) Signature Telephone No.
Address Date CST Number
l
SOIL DESCRIPTION REPORT ri .
PROPERTY OWNER t Page of
PARCEL I.D.#
Boris # Horizon Depth Dominant Color Mottles Structure 2
9 Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
_S IT - Y' - S' •�
Ground a -{ rn /Y� /�! /V /� ' •�
ev.
Depth to
limiting Z ;
facto•
Remarks:
Boring #
O OOF
r:. � - � l� `ESL �S' off, � L'r ° S ; � •5
Ground
lev
Depth to
limiting
K in. in. Remarks: c
ri
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots q,Trench
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boring # -
Ground
Depth to
limiting
fact
1 7 g in. Remarks:
Boring #
Ground
elev.
ft. '
,
Depth to
limiting
factor
in.
Remarks:
SBD -8330 (R.9/98)
Soil Test Plot Plan
Project Name Arturo Garcia ShaunB'
Address 1258 Cty Rd. H
New Richmond Wi 54017 M #226900
Lot 31 A Subdivision -- - - - -- Date 3/28/00
SW 1/4 SE 1/4S 2 T 31 N/R 18 W Township Star Prairie
M Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post with Orange Ribbon
System Elevation 91.6/93.3 *HRpSame as Benchmark
Alt. BM Top of Steel Fence post with Orange Ribbon @ 100.0
Alt
B.M. Huntington Drive 300'
5
Please note: Alternate Area System
5' Elevation is higher due to mottled soils, use
a .4 Bed, .5 trench if using alternate area.
B-
90, B -5
15' Rep A
45' B -3
1% Slope
15'
B -2 Pri A
90' Pro 4
B -1 25' Bedroom
20' House 321'
Property
Line
80' >20%
Slope
Cedar Creek
}
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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 S3
Number of Bedrooms 3
Design Flow - Peak (gpd) 5
Estimated Flow - Average (gpd) 07
Septic Tank Capacity (gal) Itt3o c 04
Soil Absorption Component Size (ft
Type of Wastewater Do estic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) ltmD Z
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 se tic k and outlet filter shall be assessed at least
once every 3 years by inspection. Th outlet filte shall be cleaned as necessary to ensure
roper o era ion. 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.
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
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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.
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PROPERTY
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DRAINAGE BALES
TEMPORARY GRAVEL
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D IVE R SI O N
FINISHED TREE
PRESERVATION
URAINAUL
LIMITS OF STOCKPILED
"wloMn"%6-RADING VEGETATION TOPSOIL
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ST CRODC COU
SBPTIC "TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
i
Owner/Buyer 1
Mailing Address
Property Address°��SU �.. �� ✓�
{�/edfieatioa r'a'N� from Deputrnent fbr new constraiclioa)
City/State Parcel Identification Number
3I. I 0
Property Location Z:�O /, %,, Set;., T .3/ N - R�/W, Town of f'r�
Subdivision Lot # _/
CertlIIed Survey 1Vlsep # -2, 7 kS Volume . Page # -� Y
�S
Warranty Deed # 6 171
— _ Volume A 2 S' Page it 3 ��
Spec house ❑ yelo no Lot lines identiiiab
Ie -yes ❑ no
amaists of pmp n OW dw UP * U* y e m can ac Could resuk is #ts premature fadure to ladle w�anm, Pzwa mdtaanaaae
can aftet the i'imc&m of ffie teak as at year; Cr sooner, if needed by a licensed pumper. Wbat you put into the system
a treataaeat stages in do waste disposal system.
master 2 Lumber owner 110M to submit to St Croix Zoning Department a certification f
p ' 3ouraeymaa Pi��. plumberora licensed o� st Wa by the owner and by a
is iA proper operating condition =Nor after • pg venfyuig that (i) the on -site waetawaterd3,posal s�cm
() mspectioa and pumping (if necessary), the septic tank is less flea 1/3 full of sludge.
Uwe, the undetsined have road dw above MTdmn=b and a
I ftattb,laarain, as set by flan Depwctmaatof C�omaaerrs and the
to mamam the private aewaga disposal system with the asadards
stating that your sepda syaDera has been maiaairad must be dr rotmaed to a St. C�oiz so f . CerdBoatton
days of year expits don data �� tY W4 Offoe within 30
q
SI 90�
I (we) certifjr drat all abatements on this form are true to the best of my (our) knowledge. I (we am (era) the owners) of
file C scribed above, by virtue of a warranty deed recorded in Register of Deeds Office.
F LICANT
« ass *s Any information drat is min re Nested mat r=dt is the rani
y tUS' permit being revoked by tine Zoning Department, 0" «•..
sr jaciude with this applleat{on: a stamped warranty deed from the Register of Deeds office
a Copy of the certified survey map if reference is made in the warranty deed
� , i.1525Paci W
STATE BAR OF WISCONSIN FORM 11 - 1982 6261 T 1
LAND CONTRACT KATHLEEN H. WALSH
Individual and Cor porate EGISTER OF DEEDS
(TO BE USED FOR ALL TRANSAC ST. CROIX CO. S WHERE OVER + WI
$25,000 IS FINANCED AND IN OTHER NON - CONSUMER
Document Number ACT TRANSACTIONS I RECEIVED FOR RECORD
07 -11 -2000 9:30 AM
CONTRACT, by and between Arturo G an d Mary T. Gar LAND CONTRACT
husband and wife, -- EXEMPT ll
- — CERT COPY FEE:
COPY FEE:
_ TRANSFER FEE: 129.00
('Vendor ", whether one or more) and Kurt T. Foley and Diane Foley, RECORDING FEE: 12.00
husband and wife, — PAGES: 2
( "Purchaser ", whether one or more). Vendor sells and agrees to convey to Recording Area
Purchaser, upon the prompt and full performance of this contract by Purchaser, Name and Return Address
the following property, together with the rents, profits, fixtures and other KRISTINA OGLAND
appurtenant interests (all called the "Property "), in St. Croix ATTORNEY AT LAW
County, State of Wisconsin. P.O. BOX 358
HUDSON, W I WI G
Pt 038 - 1010 -60 -000
(Parcel Identification Number)
That part ofNWI /4SE1 /4 and part ofSWl/ 4SE1/ 4 Sec. 2- T31N- R18W described asfollows: Lot 4 of Certified Survey Map
recorded in Vol 14 of Certified Survey Maps, page 3878 as Doc. No. 624985, St. Croix County, Wisconsin.
This is not homestead property.
(}F) (is not)
Purchaser agrees to purchase the Property and to pay to Vendor at place Vendor directs
the sum of $ 43,000.00 in the following manner, (a) $
at the execution of this Contract; and (b) the balance of $ 23,00 together with interest from date
hereof on the balance outstanding from time to time at the rate of 8.5 _% percent per annum
until paid in full, as follows: Commencing on the 7th day of August, 2000, and on the 7th day of each and every month thereafter,
equal monthly installments of principal and interest in the amount of 226.49.
Provided, however, the entire outstanding balance shall be paid in full on or before the 7th day of
July , 2003 (the maturity date).
Following any default in payment, interest shall accrue at the rate of % per annual 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 antici-
pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor,
Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of
taxes, assessments and Insurance will be 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 or fee upon principal at any time after day of closing. _)DDDC )CXM
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 armor that said indebtedness would have been had the m onthly payments been
made as first specified above; provided That monthly payments shall be continued in the event of credit of any proceeds
of insurance or condemnation, the condemned premises being thereafter excluded herefrom.
Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser
for examination except:
Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall
be retained by Vendor until the full purchase price is paid.
Purchaser shall be entitled to take possession of the Property on day o closing.
Cross out one.
LAND CONTRACT- Individual and Stitt Bar of Wisconsin
Corporate Form No. 11 - 1982
Intormaim Professionals company, Fond du Lac. WI 80(}555 -2027
l
5 (�
V�ll. 152 PAGE 3117
Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest
in it and to deliver to Vendor on demand receipts showing such payment.
Purchaser shalt keep the improvements on the Property insured against loss or damage occasioned by fire, ex-
tended coverage perils and such other hazards as Vendor may require, without co-insurance, through insurers approved
by Vendor, in the sum of $ N/A , but Vendor shall not require coverage in an amount more
than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall
contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original
of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to
insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall
be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be
economically feasible.
Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property
in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and
to comply with all laws, ordinances and regulations affecting the Property.
Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions
shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to
the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except
any liens or encumbrances created by the act or default of Purchaser, and except. Easemen restrictions and
rights -of -way of re cord, if any. --
Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or
interest which continues for a period of 6p_ days following the specified due date or (b) in the event of a default in
performance of any other obligation of Purchaser which continues for a period of 60 days following written notice
thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract
shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby
waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in
addition to those provided by taw or in equity: (i) Vendor may, at his option, terminate this contract and Purchaser's
rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of
redemption to be conditioned upon Purchasers full payment of the entire outstanding balance, with interest thereon from
the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously
paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the
Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel
immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of
default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser
shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion
thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title
action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession
of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action
under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any
of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses
including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the
extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as in-
curred, and shall be included in any judgment.
Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents
to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of
the Property during the pendency ofsuch action, and such rents, issues and profits when so collected shall be held and
applied as the court shall direct.
Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any
of Purchaser's rights under this Contract or by option, long -term lease or in any other way) without the prior written
consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest
conveyed is a plcdge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of
Purchaser. In the event ofany such transfer, sale or conveyance without Vendor's written consent, the entire outstanding
balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice.
Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of
this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser
makes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to
the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on
this Contract.
Vendor may waive any default without waiving any other subsequent or prior default of Purchaser.
All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives,
successors and assigns of Vendor and Purchaser. (If not an owner ofthe Property the spouse of Vendor for a valuable
consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the
deed to be made in fulfillment hereof'.)
Dated this '4 day of July — 2000
JL' t (SEAL)
(SEAL)
+ Arturo Garcia Vendor • T. Foley Purchaser
(SEAL) ` (SEAL)
. Mary T. Garcia — Vendor +D iane Foley Purchaser
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Ar turo Garcia and Mary T. Garcia, husband STATE OF WISCONSIN )
and wife; Kurt T . Foley and Diane Foley, husband and wife ) ss.
COUNTY)
authentic led this day of July 2000 Personally came before me this day of
the above named
• Kristine Ogland
TITLE: MEMBER STATE BAR OF WISCONSIN — --
(I1'not, to me known to be the person(s) who executed the foregoing
instrument and acknowledge the same.
authorized by § 706.06, Wis. Slats.)
THIS INSTRUMENT WAS DRAFTED BY +
Attorney Kristina Ogland --
Hudson, WI 54016 — Notary Public County, Wisconsin
(Signatures may be authenticated or acknowledged. Both are not My Commission is permanent. (If not, state expiration date: )
necessary.)
' Names of persons signing in any capacity should be typed or printed below their signatures.
LAND CONTRACT- Individual and Corporate- State Bar of Wisconsin Form No. 11 - 1982 Information Professionals Company, Fond du Lac, WI 600.655.2021
► VOL. 14 PAGE 3878
CERTIFIED SURVEY MAP
Located in part of the Northwest Quarter of the Southeast Quarter and part of the Southwest Quarter
of the Southeast Quarter all in Section 2, Township 31 North, Range 18 West, Town of Star Prairie,
St. Croix County, Wisconsin.
Prepared for and at the request of:
OWNER:
Arturo Garcia
1258 C.T.H. "H"
New Richmond, Wi 54017 NOTE: LOT 4 CONTAINS OVER 1 ACRE
Drafted by. Ty R. Dodge NET BUILDABLE AREA PER ST. CROIX
L 0 T 1 COUNTY ORDINANCE.
CERTIFIED SURVEY MAP � y
VOLUME - 4 7 0 ' , GE 1103_ P AR Fp
1Al"00 PR �A1ts P�
PR b UNPLATTED LANDS
C'
�.� k v0 cJ
0 B oi l, P ` Tt IUNE' Wffr 1 OF 4
S8752'02 "W
48.52'
N
CERTIFIED SURVEY MAP
„O (d = R �l I VOLUME_ 2 PAGE 41_9
� �o `� .` � I ' — — — — — — — — — — — — —
�. 0 0 do
I
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CERTIFIED SURVEY MAP
to VOLUME 4 PAGE 168_0
NOTE.' FWW 314' /RAN A /RE I
IS S41 sEr i RA fy E
F Hunthg/an qy� I
i r
S89'47'07 0W 1317 S89'4707 W 1317.56'
SOUHt/ L /N£ OF THE SE J/4 — — — — —
S89'47'07 "W 12635.12'
SOUTH 114 CORNER I SOUTHEAST CORNER
SEC710N 2 -31 -18 SEC77ON 2 -31 -18
(ALUM. CO. MAN.) (ALUM. CO. MAN.)
NOTE: The parcels shown on this map are subject to State, Count and
Township laws, rules and regulations (i.e. wetlands, minimum lot size. access • �$Cid�s
to parcel, etc.). Before purchasing or developing any parcel, contact the St.
Croix County Zoning Office and the appropriate Town Board for advice. �� v
RONALD F.
CURVE I RADIUS I ARC I CHORD I CHORD BEARING CENTRAL ANGLE TANGENT BEARINGS JOHNSON
a - ties
A -B 1018.91' 231.02' 230.52' 514'36'21 "W 12'59'26" S081O6'38 "W S21'06'04 "W AMERY.�
C -D 985.91' 206.55' 206.17' S14'06'44 "W 12'00'12" S08'06'38'W S20'06'50 "W Wis.
E -F 5696.58' 149.72' 149.71' 50721'27.5 "W 01'30'21" S06'36'1 7 "W S08'06'38 "W ( F' •
lj} County Section Corner Monument
of Record
• Set 1" x 24" Iron Pipe weighing
a minimum of 1.13 pounds per
linear foot.
O Found 1" Iron Pipe
o Found 3/4" Iron Pipe
R= Recorded As
AL Denotes Wetland NO TH
200 0 200
"' • • • • •Building Setback Line �---
(100' from R -O —W) GRAPHIC SCALE
(75' from Navigable Water) SCALE IN FEET. 1 inch = 200 feet
—1 m 3>
-� ►+ ►-a
JOB It A00047 �, -., �� ;` �, cnr orrim
A & e E by �
LAND SURVEYING & CIVIL ENGINEERING •• r 01nne W
Phone Nb, (715) 246 -4319
109 East Third Street, P.O. Box 325 CA
v�
New Richmond, WI 54017 #• o _ m�N
�N=
Sheet 2 of 4
CERTIFIED SURVEY MAP
Located in part of the Northwest Quarter of the Southeast Quarter and part of the Southwest Quarter
of the Southeast Quarter all in Section 2, Township 31 North, Range 18 West, Town of Star Prairie,
St. Croix County, Wisconsin.
Prepared for and at the request of:
OWNER:
Arturo Garcia
1258 C.T.H. "H" LOT 4 L Or 5
New Richmond, WI 54017 TOTAL AREA TO SHORE: TOTAL AREA TO SHORE:
Drafted b. T R. Do 152 967± S F
Y Y 9 Q. T./3.51 t ACRES 525.730± SQ. FT. / 12.071 ACRES
AREA TO SHORE EXC. R —O —W: AREA TO SHORE EXC. R —O —
127,040± SO. FT. /2.92± ACRES 518,263± SQ. FT. /11.90± ACRES
AREA TO MEANDER LINE: - AREA TO MEANDER LINE:
135,723 SQ. FT./3.12 ACRES 307,861 SQ. FT. /7.07 ACRES
AREA TO MEANDER LINE, EXC. R —O —W: AREA TO MEANDER LINE. EXC. R —O —W:
109,796 SO. FT. /2.52 ACRES 300,394 SO. FT. /6.90 ACRES
JOB # A00047 OMOT f
Prepared by TOTAL AREA:
A & E 8.847 SQ. FT. /0.20 ACRES
LAND SURVEYING & CIVIL ENGINEERING AREA EXC. R —O —W:
Phone No. (715) 246 -•4319 881 SQ. FT. /0.02 ACRES
109 East Third Street, P.O. Box 325
New Richmond, WI 54017 - - ° ° — -- --
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OHNSON /' �
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Sheet 3 of 4 I I
I 'I VOL. 14 PAGE 3878
I
Standard Erosion Control Plan
for 1 & 2 Family Dwelling Construction Sites
i According to Chapters ILHR 20& 21 of the Wisconsin Uniform Dwelling Code, soil erosion control informa-
tion needs to be included on the plot plan which is submitted and approved prior to the issuance of building
permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the
Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting
this requirement.
I
Instructions:
1. Complete this plan by filling in requested information, completing the site diagram and marking ( ✓) appropriate boxes
on the inside of this form.
2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading.
Water runoff patterns can change significantly as a site is reshaped.
3. Submit this plan at the time of building permit application.
i
Site Diagram Scale: 1 inch feet
EROSION
CONTROL PLAN
i
LEGEND
PROPERTY
LINE
EXISTING
/ DRAINAGE
-+ TD TEMPORARY
Zi DIVERSION
FINISHED
LAY
DRAINAGE
LIMITS OF
- GRADING
SILT
/ • • FENCE
0 STRAW
Ole
�• BALES
ol
Q� Ala: GRAVEL
t v O VEGETATION
SPECIFICATION
® TREE
PRESERVATION
STOCKPILED
V
SOIL
i
1
Please indicate north
by completing the
w w f arrow below.
z Ira
-N-
OOV
PROJECT LOCATION J O Y r
l fd•� T...�, 3 e��� /f�wfs�'
BUILDER OWNER �fu/'f <,��flve
WORKSHEET COMPLETED BY kilt 1- L V DATE 02 A152
EROSION CONTROL PLAN CHECKLIST '
` a Q Check(./) appropriate boxes below, and complete the site diagram with necessary information.
Q Q
Site Characteristics
C� North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells.
❑ l/ Location of storm sewer inlets.
f� Location of existing and proposed buildings and paved areas.
C' The disturbed area on the lot.
Approximate gradient and direction of slopes before grading operations.
Ce� Approximate gradient and direction of slopes after final grading operations.
C►3� ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
Lk ❑ Location of temporary soil storage piles.
Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be
covered with a tarp or more than 25 feet from any downslope road or drainageway.
C;?" Location of access drive(s).
Note: Access drive should have 2 to 3 inch agpegS s` no a a1 Wleast7feet wide and 6 inches thick.
Drives should extend from the roadway 50 feet or to the house foundation (whichever is less).
W Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre-
vent eroded soil from leaving the site.
❑ W Location of sediment barriers around on -site storm sewer inlets.
V Location of diversions. ( E,� oaf g,jk� •
Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be
diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than
10,000 sq. ft. should also be diverted around disturbed areas.
V�'❑ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade).
Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions,
and re- vegetation by sodding or by seeding with use of erosion control mats.
❑ K Location of practices that will control erosion in areas of concentrated runoff flow.
w
Note: Unstabilized drainageways, ditches, diversions, and inlets should be protecygd from erosion through use of
such practices as in;- channel fabric or straw bale barriers, erosion control mats, stake*od, and rock rip -rap.
When used, a given A channel barrier should not receive .drainage from more - tharr t 6 acres of unpaved
area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams
with year -round flow.)
❑ E9 ' Location of other planned practices not already noted.
a
Indicate management strategy by checking ( ✓) the appropriate box:
�a o
Q . = Management Strategies
C/ ❑ Temporary stabilization of disturbed areas.
Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized
by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching.
I/ Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment).
X46 N'1ow
Indicate re- vegetation method: Seed (Sod ❑ Other ❑ vF 4- �1�nc�
Expected date of permanent re- vegetation: c i f riL Q/
Re- vegetation responsibility of: Builder ❑ Owner Buyer
Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes No ❑
Ll ❑ Use of downspout and /or sump pump outlet extensions.
Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage
pipe to stable areas such as established sod or pavement.
I
r
i/❑ Trapping sediment during dewatering operations.
Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until
most of the sediment settles out.
[ Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water.
i
[V Maintenance of erosion control practices.
i Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to
half the barrier's height.
" Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be
replaced (typical bale life is three months).
k • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday.
. All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday.
• Access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized.
For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code,
the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for
Home Builders.
The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available
t
through State of Wisconsin Document Sales, 608/266 -3558.
Erosion Control for Home Builders (GWO001) can be ordered through Extension Publications, 608/262 -3346 or the
Department of Commerce, 608/267 -4405.
EROSION CONTROL REGULATIONS
UNIFORM DWELLING CODE (DEPT. OF COMMERCE)
PROJECTS AFFECTED • Straw bales, filter fabric fences or other barriers to
• All new 1 and 2 family dwellings in Wisconsin started protect on -site sewer inlets
on or after December 1, 1992. • Additional controls if needed for steep slopes or other
• Additions to dwellings built after June 1, 1980. special conditions
MAINTENANCE AND WASTE DISPOSAL
APPLICATION PROCESS • Sediment controls must be maintained until the site is
• Erosion control measures must be included on the plot stabilized by mulching and seeding, sodding or
plan submitted with the building permit application to landscaping
the local building inspector in communities where the e All building waste must be properly disposed to pre -
dwelling code is enforced vent pollutants and debris from being carried off -site
• Plot plan must show: ENFORCEMENT
— Location of the dwelling, other buildings, wells, sur- . Erosion control inspections will be made during other
face waters and disposal systems on the site with
respect to property lines regular inspections (footing and foundation, rough con-
struction, final, etc.)
— Direction of all slopes on the site
•Violations must be corrected within 72 hours
— Location and type of erosion control measures
• Stop work orders may be issued for noncompliance
CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT
• Silt fences, straw bales, or other approved perimeter • Local building inspector
measures along downslope sides and side slopes • Department of Commerce, Safety and Buildings Divi-
• Access drive sion, P.O. Box 7969, Madison, Wisconsin 53707,
(608) 266 -2128.
STORMWATER PERMIT (DNR)
PROJECTS AFFECTED — Proposed erosion and storm water pollution control
• Any grading or construction project that disturbs 5 practices during and after construction
acres or more and is not covered by a building permit — Documentation that an erosion control and storm
• Smaller sites that are part of a planned development water management plan which meets DNR standards
involving 5 acres or more of land disturbance has been prepared (plan does not need to be submit-
Effective October 1, 1992 for any new or continuing ted with the application)
project —Other information related to site location and per-
Exceptions: Indian tribal lands and work done by local mit holder
government staff CONTROLS REQUIRED
APPLICATION PROCESS • Erosion control measures specified in the Wisconsin
• File a "notice of intent' ' application (Form #3400 -161) Construction Site Best Management Practice Handbook
with the Department of Natural Resources (DNR) 14 • Measures to control storm water after construction
days before construction begins FOR MORE INFORMATION, CONTACT
• Application must include: • Department of Natural Resources, Storm Water Per-
- Timetable for land disturbing activities and installa- mits, P.O. 7921, Madison, WI 53707 -7921, (608)
tion of erosion control measures including project 266 -7078
start and completion dates
LOCAL ORDINANCES
Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning
requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They
may also require erosion control on construction projects not affected by state or federal regulations.
A publication of the University of Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources and Department of
Commerce, Ron Struss, Water Quality Educator, UWEX Western Area and Carolyn D. Johnson, Urban Water Quality Educator, UWEX Southeast Area.
UW— Extension provides equal opportunities in employment and programming. This publication is available from county UWEX offices or from Extension
Publications, 630 W. Mifflin St., Madison, WI 53706, (608) 262 -3346. Copyright 1997 by the Board of Regents of the University of Wisconsin System
doing business as Cooperative Extension, University of Wisconsin— Extension. Send inquiries about copyright permission to Director, Cooperative
Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Drive, Madison, WI 53706.
GW0001 A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR: WT- 458-96 R -02- 97- 2M -1 0—S