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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 578921 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: _
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Ru recht, Scott & Elise Hudson, Town of 020-1374-12-000
CST BM Elev: Insp. BM Elev: BM Description: 1 1A n ( Section/Town/Range/Map No:
CSC ! , 6 1v IS12.29.20.2245
TANK INFORMATION \'t~ ti 2j~ ELEVATION DAT ' 6~-St
TYPE MANUFACTURER CAPACITY STATION BS HI ELEV.
Septic 1,~ 1 r ~C Benchmark 21.4q 03, g 1 01 ~'O Alt. BM C\' L~6 ~
Aemti-6n- 1 Bldg. Sewer •O f\'' I . Cite.
2
o ding St" Inlet 22 Qf C
ZZ ~ 5
TANK SETBACK INFORMATION St/Mt-Outlet
TANK TO P L WELL BLDG. ent Air Intake ROAD Dtaalet
Septic I \ 1 Sbt V~ erasffom
Gesing J v Headen'idlarr- 22./ _ cis. I
Aeration Dist. Pipe
ng Bot. System L J/. , /I
7
I .l~ q pZ/
PUMP/SIPHON INFORMATION Final Grade /
Manufacturer De d St Cover 0
Model umber
TDH Li Friction Loss Syste ad TDH Ft
Forcemain L ia. Dist. to Well
SOIL ABSORPTION SYSTEM O Lo 2Z~
BED/TRENCH Width n l Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia.
A,
DIMENSIONS /J~
SETBACK SYSTEM TO P/ n LDG WELL LAKE/STREAM CHLEACHING AMBER OR Manufacturer: n~•
INFORMATION /.y
INFORMATION Typ Of ysl@ : al I ~t n 1 UNIT Model Number:: 1
I I Li Q U lVi !.C/ IV I v (/U
DISTRIBUTION SYSTEM n
Header/M ifold Distribution x Hole Size x Hole Spa ing yintt to Air Intaake
1 (jtl Pipe(s) Y v J~ t
Length _AL Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over n l Depth 7d/Sodded Over xx Depth of xx Mulched
J /es Fg No es Fa] No
Bed/Trench Center 2 Bed/Trench Edges Topsoil
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 230 Starrwood Hudson, WI 54016 (SE 1/4 SW 1/4 12 T29N R20W) Starr Wood Lot 12 Parcel No: 12.29.20.2245
1.) Alt BM Description = S 1~tlC Cow. y G~k V 'I Lk6m ~ Iu-k~
2.) Bldg sewer length
- amount of cover 11r _b C` t'
On vies d r
Plan revision Required? ® Yes No I
Use other side for additional informs on. Cert. No.
re
SBD-6710 (R.3/97) Date Insepctor'
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,~~~3 rE: V ' D S d Buildings Division SCounty
t Croix
} r lgton Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
P ~ 2 0,1 i) Madison, WI 53707-7162
- 57gc? z C
-:X COUN'ry as, 9
anitary Permit Application State Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Na
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to project Address (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(1)( p q, Stats. 30 Starrwood, Hudson, WI 54016
I. Application Information - Please Print All Information
Property Owner's Name Parcel #
Scott & Elise Ru recht 020-1374-12-000
Property Owner's Mailing Address Property Location -7 -7
5425 Bobsled Blvd. Govt. Lot
City, State Zip Code Phone Number SE t/,, _SW Section J2-
( circle one)
Park City, UT 54016 85098 T 29 N; R 20 E or W
H. Type of Building (check all that apply) Lot #
❑ 1 or 2 Family Dwelling - Number of Bedrooms 4 12 Subdivision Name
bit ~ Starwood
Block #
❑ Public/Cominercial - Describe Use Na
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
3 • or CAAA w Zd ,l- 20 4- Na ❑ Town of Hudson
III. Type of Permit: (Check only due box on line A. Complete line B if applicable) a %J
A. i~New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B. El Permit Renewal ❑ Permit Revision ❑ Change of Plumber 11 Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner
IV. Type of POWTS System/Component/Device: (Check all that apply)
N
K on-Pressurized In-Ground El Pressurized In-Ground ❑ At-Grade El Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil 6LX .1w-r.
❑ Holding Tank El Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis rsal/Treat ent Area Information: 601nfiltrator "Q-4 Plus" Standard !barn rs & 6 end caps, Pol Lok PL-525 effluent filter
Design Flow (gpd) Design Soil Application Rate Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation
600 God 0.50 God/Sq. Ft. (gpds 1,200.00 sq. ft. 1,2L7- U Sq. Ft. 94.25
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units o
New Tanks Existing Tanks n U m
G la SZ o A~'
aU rn s~n 1'.3 C4
septic or Holding Tank 1,250 1,250 1 Weis Concrete X
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Si MP/MPRS Number Business Phone Number
Gary Za a MFRS 222373 715 386-2850
Plumber's Address (Street, City, State, Zip Code)
715 6'b St. N, Hudson, WI 54016
VIII. Co /De artment Use Only
pprrned ❑ Disavorcumd Permit Fee Date slued Issuing t Signature
en Reason for Denial $ y
UL Condi easons for Disapproval
1:' Septic ank, effluent filter and
dispersal cell must all be serocesmaintained'
as per management plan provided by plumber.
Z'* k raquiremertts,must.l% aiMairied
as ps~app~bls`txtde / ortiinanceil.
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size
SBD-6398 (R- 11/11)
Conventional POWTS Index & Tilte Sheet
Project Name: Ruprecht 4 Bedroom Replacement Conventional POWTS
Owners Name: Scott & Elise Ruprecht
Owner's adress: 5425 Bobsled Tr., Park City, UT 85098
Site address: 230 Starreood, Hudson, WI 540169
Project Location:
Subdivision: Lot 12, Plat of Stan-wood
Legal Description: SEv4SWv4, Sec. 12, T.29N., R. 20W., Tn of Hudson, St. Croix Co., WI.
Parcel ID 020-1374-12-000
Page 1 Index and Title Sheet
Page 2 Site Plan
Page 3 Dispersal Cell Sizing Calcualtions & Chamber Cross Section
Page 4 System Cross Section
Page 5 System Management Plan
Page 6 Filter Specifications
Page 7 Parcel map
Page 8 Septic Tank Maintenance Agreement
Page 9 Waranty Deed
Page 10 Septic Tank Cross Section
Attachments: Soil Evaluation Report
Mater Plumber Restricted Service: Gary Zappa, Dept, of SPS Credential #222373
Signature: 2.." Date: 5 y/
Page 1 Of 10
Design pursuant to hi-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01)
Soil s✓a~l~s~'on,0;~
ft- TO~r~ser o//
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T. ~F,4~ualsar; 64, ear W4
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. -47
CIO
RUPRECHT DISPERSAL CELL SIZING CALCULATIONS
1. (4 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 600.00 Gpd design flow
2. Infiltrative capacity of native soil = 0.5 gpd/sq. ft. at
3. Absorption area required: 1,200.00 sq. ft.
4. Absorption area as proposed: 1,217.40 N. ft. (60chambers total)
Infiltrator "Quick 4 Plus" = 20.00 sq.ft. EISA per chamber, "Quick 4 Plus" end cap/pair = 5.~Q sq.ft. EISA
1.200.00 sq. ft. - (3 pair end caps)(5.80) = 1,182.60 sq. ft. 2-
1, 182.60sq. ft./20.00 = 59.13 chambers required
Number of trenches: 3sea 20 = 60 clianibers total
Trench width: 2.83'
Trench length: 83.00'
Trench spacing: 8.00' on center
Total system area w/ 9' center spacing: 19.00'x 83.00'
ouic*4 r M
STANDARD CHAMBER
52"
Quick4 Standard Chamber
(EFFECTIVE
VE LENGTH)
8
12"
34" SIDE VIEW
SECTION VIEW
MultiPort End Cap
Q
O
16"
12"
34" SIDE VIEW TOP VIEW
FRONT VIEW
-11 aick4 S n. a e am na. ecif cations MultiPort E'n Ca `:Noma a ecifications~
34'x52 x12 Si a" xLxH 3 a I61t12
Stze "
(W ectlve Invert Hei he W. a1~t:2~
ert l
Pg. 3 of 10
Soil Absorption Svstem Cross Section
99s'-
~_/lkJ.o• 1
ft 179-
99. 0 / ft
4" Schedule 40 Final Grade
PVC Vent Pipe
With Vent Cap 95, 2~ ft
Leaching
Chamber 914125 ft
System Elevation
_ ft s ft ft
Soil Absorption System Plan View
83 ft
3 ft
I
S ft Leaching Trench 1
Chambers
4° Dia.
Trench 2 Header
Vent Or Observation Pipe
1111111 ilium 91111:1-1
Trench 3
Leachina Chamber Specifications
Manufacturer And Model /trc•~yr' `Q-c,/ y 5,., ~✓~~!'/c~ s
EISA Rating . 0.0 sq ft per chamber Soil Application Rate 0.5'Ogpd/sq ft
600.0 gpd Design Flow x O .5--Soil Application Rate = ;LO.O EISA = Cvd Chambers
3 rows of ;2-6 chambers each.
Page_ of /0
Conventional Septic System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
The conventional septic system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD-10705-P (N.01/01). All local and/or state rules pertaining to system
maintenance and maintenance reporting shall be complied with. Questions on the operation or maintenance of the system
should be directed to the installing plumber, Jim Thompson at (715) 248-7767 or the St Croix County Zoning Department at
(715) 386-4680.
Seutic Tank
Septic tank servicing mechanics comply with SPS 383.54(1)(e). Septic tank to be located within 150' of service pad, with
bottom of tank to beS 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be
assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in
the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR
113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are
not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be
needed to maintain less than 1/3 scum and sludge accumulation in the tank. 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 filter is equipped with an alarti, the filter shall be
serviced if the alarm is activated. Septic tank manholes 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 individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank
abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS
component. The addition of biological or chemical additives to enhance septic tank perforniance is generally not required. If
such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings
Division.
Soil Absorption Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface
within and above the system and will promote frost penetration during cold weather months. Cold weather installations
(October-March) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Continency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil
absorption cell to bring the system into proper operating condition.
Pg. 5 of 10
T Techniaai:S ecifications
p
PL=525; FFLMJENT FILTER fCOM ER'+ AL)
0117 BILL CHECK _
r-- EXCEPTSS'S4D40 `
it FOR INLETEXTEN11CN 14.35
11.57 -
OUTLET BUSHING EXCEM
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PL-525FILTER HOUSING I - 1&34
PART NO. - 30142525
MATERAL _
HOUSING -POLYPROPYLENE
OUTLET BUSHING -PVC I f
6.5 BALL - HOPE
SOCKET EXCEPTS FLOAT SWTLA
10.23
EXMMI' SCH 40 I I064
FOR HN40LE EXIENTION
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POLYLOK PL-525 FILTER CARTRIDGE
PART NO. - 30141.525
MATERIAL-POLYPROPYLENE
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ST. (:KOIX COUNTY
SEPTIC: TANKNMINTFNANCE AGREEMENT
AND
OWNERSHIP C'E,~?RTIt~ICA-110N FORM
0%Nmcr/$uyt:r
Mailing Address -?"DJ 33Dt1, t` f+/ +~'7t~1 , { a'
Properly Address___v/ t f/a~
(Verification required front Planing fi _oni , c`t)anntent fur ntw con,trttction.)
C ityiStatC -90 I/ 64~ 1 Parcel idc ntifcntiott Number 0 LEGAL DESCRWfION
h,operly Location 5J5 % T ZG N !t_L.0•Vd, Town of d s e
Strbdivision Plat:
1.~>
- ~ . Lot*
Certified Survey Map ~ Volume Pug
Warranty Deed 'Of O/ -7
_--.'7_. (betbrr 2007)Volt,n)z Page 9 .
Spec house Oyts5w Lot lines identafiablcoyes0no
SYSUNI MAINTENANCE AND OWN R CERLIFICATi I1
Improper use and maintenance of )v)ur septic system could reNutt in its prernat ere failure to hawJ]e %rwtz . Proper
maintenance consists of pumping out tlbe septic tank every thrcc years or sootier, ifnccded, by a licensed purnpr. What you pun into
the system can affbet the function of the septic tank as a treatment stage in the vmae disj t l system. Owner maintenancc
resprymibilitits arc xpacifted in §SPS. 383-12(1) and in Chapter 12 • St. Croix Ccxtnty Sanitary Ordinancv,
'I he property owner agnpos to subotit to St_ Croix County Planning & Toning Department a artik--ion form sipod by the
owner and by a master plumber, journeyman plumber, restriclyd plumber or a ticcnsed pumper verifying that (1) the nn-site
wastruater dispose! system is in prolxr wrperating condition and/or (2) after inspection and pumping (ifnece-maq), the septic t:n}: L'S
less than L'I full of sludge.
ItNvc, the undersigned have read the above requirements and agree to maintain the private sewage dispouQl system vv ith the
standards set forth, hcreiu, as set by the 1)"anicat of Safely And Professional Services and the Dq irtrnent of Natural Relmirc,es,
State of W iscttnsin. Certification statintg; drat your septic sysucin has been maintained must be completed and rctumed to tlx St. Croix
County Planning & Zoning Department within 30 days of the three yv,yr expiratiurt date.
11t5v certify that all statements art Aria fcutn are true its the best of my/our knowlcdgc. Mvc am-Arr. the ovvner(.s) of the
pTQfWrty described above, by virtue Of 3 U71 7 ty deed recorded in Register of Occds Orfice.
Number of bedrooms'
L/ a
SIGNA`I'URR 0 A PLICANT(S) DATF
.*'Any inl«rrnation drat is misrcjuv~4pttcd nuy rtzult in the sanitary perrnil being nveked by the Platuting Zoning Mparancnt, =r•
Include with this application a recorded warranty deed lion, the Keeister of t)Ceds Office ,red a Copy nfthe CCAMod survey rnnp if
reference is ,nark in the %%%Tanty decd.
(REV. 04/12)
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° SEPTIC MANUAL REV'
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° 800-325-8456 FILE: W125n UR
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SOIL DESCRIPTION REPORT ,
PROPERTY OWNER Page ~f. 3-
PARCEL I.D.#
Horizon Depth Dominant Color Mottles Structure 2
Boring # Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
-Z L. rv► c r m C S Z A o
-5 1
Ground -1 7. S y1Q 'i 4 Rs
elev.
T-1-ft.
Depth to
limiting ry ,
factor
in.
Remarks:
Boring #
3 0~ 3 3 54 m CS .-l 6X
O~
fil S M S 6,-7
Ground D3 ~a9 /by 3 54 s M ~.s 8
"►l~i ft. G ~ ,
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Depth to
limiting
f t r
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 # -4 1b 1 / L. m <f C Z o '1:6 "S7
'T'o S
413
Ground
Zo•..~ ft• ,
{1 ,
Depth to
limiting ,,Ml in. Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330 (R.9/98)
Wiscons' apartment of Ccfnmerce SOIL AND SITE EVALUATION r
Division WQb3afety and Buildings Page ! of
Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and 5-r
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ✓1
Parcel I.D. #
OZd (3~~F-l a-- .Z2
APPLICANT INFORMATION -Pleas nn> mfQrma7k>!n. Re at
Personal information you provide may be used for se prfdaty purpo w, s: 15.04'j') (m)).
7,
Property Owner Pro erty Location
.~Q O
, :w « C3o Lot -S 1/4-SW 1/4,S T Z N,R 20 E (or) W
Property Owner's Mailing Address S7 Cfifalx tet• Block# Subd. Name or CSM#
courvTv 'JTl~ t~ J CEO
City State Zip Code Phon er City P Village [ Town Nearest Road
a ~lt~ ~J 5TJ~1 3
New Construction Use: ® Residential / Number of bedrooms _ Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily flow Gcw gpd Recommended design loading rate 0,5- bed, gpd/ft2 6 trench, gpd/ft2
Absorption area required -.~~bed, ft2 trench, ft2 Maximum design loading rate _0. S bed, gpd/ft2~~trench, gpd/ft2
Recommended infiltration surface elevation(s) _9y ft (as referred to site plan benchmark)
Additional design/site considerations EVALLJA / owE F09 k4 T A PP ROW
Parent material 4 L10 C-f A L -rl LL
Flood plain elevation, if applicable ft
7U= Suitable fors stem Conventional Mound In-Ground Pressure AT-Grade System in Fill Holdin Ta k
y g
Unsuitable for system S❑ U Ms El U
7 - 4 S❑ U As ❑ U S❑ U E]
SU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
J
D`l G
1..Gf M S 1 d 5
2c) / - /1:5 A, LS 6 p .FS
Ground D ~1 ~A~1" 3 Q
lev - c v S 1rl S Q
Depth to
limiting
factor
7 77 in.
Remarks:
Boring #
-~5 1o3h - ncc r m C Ad,S
B 7. 4-14 ril 5 /In I ~s - _1 7
8
Ground
~ellev~.
9r-t ft.
Depth to
limiting
factor
,7in. Remarks:
CST Na (Please Pri t) Signature Telephone No.
- 40 8-6
Ad ess 400 Date O~ CST Number _
PROPERTY OWNER SOIL DESCRIPTION REPORT Pa9e Z.Q_3
,e
;
PARCEL I.D.#
Boring # Horizon Depth Dominant Color Mottles Structure 2
}n. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots
h1-
Bed , Trench
r c 5 Z 5
~'~:7o?3is•'sF y - 54 1'►'1 S GS rh ,1 ;0
Ground _
)4-7
. ~yR 4 4 SG $2S j - 0,5 .o .6
elev.
ft.
Depth to
limiting
7Win. ;
Remarks:
Boring #
/ 3/1 4¢ S~ ~ s m 62
If I o~ CIS Ground ~ Nl
- `eft. O
Depth to
limiting
f
WArin.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD/ft2
In. Munsell Qu. Sz. Corit. Color Gr. Sz. Sh. Bed , Trench
Boring #
„i -4 /0 3 1 c 2 0.9 0,5
IbVk 3/3
S41 ts n,
r.,
Ground v ;
70•J {t• '
Depth to
limiting
f
m
7 in. Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
In. Remarks:
SBD-8330 (R.9/98)
r
III
i.
1
C ~
I (3
pe z o~r-w
3
I~ a
r z
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Do 3C' S ~
~
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A v 6?'
t 76
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1
Parcel 020-1374-12-000 01/12/2005 08:27 AM
PAGE 1 OF 1
Alt. Parcel 12.29.20.2245 020 - TOWN OF HUDSON
Current ❑X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): * = Current Owner
* STARRWOOD PARTNERSHIP
STARRWOOD PARTNERSHIP
170 STARR WOOD
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 230 STARR WOOD
SC 2611 SCH D OF HUDSON
SP 1700 WITC
Legal Description: Acres: 1.519 Plat: 2506-STARR WOOD LOTS 1/25'00
SEC 12 T29N R20W PT SE SW STARR WOOD LOT Block/Condo Bldg: LOT 12
12 1.519AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
12-29N-20W SE SW
Notes: Parcel History:
Date Doc # Vol/Page Type
09/13/2000 629835 1542/324 WD
08/18/2000 628460 8/5 PLAT
2004 SUMMARY Bill M Fair Market Value: Assessed with:
50144 81,400
Valuations: Last Changed: 10/30/2001
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.519 63,000 0 63,000 NO
Totals for 2004:
General Property 1.519 63,000 0 63,000
Woodland 0.000 0 0
Totals for 2003:
General Property 1.519 63,000 0 63,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00