HomeMy WebLinkAbout020-1342-10-070
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 600262
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]
Permit Holder's Name: City Village Township Parcel Tax No
CRAIG & LORI MARA TOWN OF HUDSON 020-1342-10-070
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
O`7 . ~P a r, 5 T- 32.29.19.1823
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER t CAPACITY STATION BS HI FS ELEV.
Septic Benchmark I-7 /07(4
. `t Alt. BM
(:r mA,,,
Aeration Bldg. Sewer
• , 1y, Y
Holding St/Ht Inlet -f 3.3 St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO Q P/L WELL BLDG. Vent t it Intake ROAD Dt Inlet
0,6 It I
Septic N 36 1 AA~ Z„7 Dt Bottom \
Dosing Header/Man. q
Aeration Dist. Pipe
/A 7
Holding Bot. System
a.
PUMP/SIPHON INFORMATION Final Grade
Manufacturer GPMand St Cover
Model Number 00,
TDH Lift Friction Loss System Head TD Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 Z_ )
SETBACK SYSTEM TO ~O P/L BLDGI WELL LAKE/STREAM LEACHING Manufacture 11
INFORMATION CHAMBER OR r~ f" ra-A-0-1 -
TypeS;f SNo%)em j4 A J UNIT Model Nu Zr:
,Jv-4 5•
DISTRIBUTION SYSTEM
Header/Manifold) Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s) Sd J,/''►~/~
Length 5 Dia Length Dia Spacing i 1
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil es El' No No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / Inspect n #2:
Location: 462 CARRIAGE LN t / _ G L a
c Go j.4,,,
1.) Alt BM Description =
2.) Bldg sewer length = 177
- amount of cover
N~. ! $ cs v~ 04Q
Plan revision Required? ❑ Yes o
Use other side for additional information. 60
SBD-6710 (R.3/97) Date InsepCert. No.
396
a County
2~v r Safety and Buildings Division
<1 RECEIVED 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit umber to be filled in by Co.)
07- 162
Madison, VV,
T~ A NOV 0 Nil I
` BN5V681DQBpIIW8 T-sacoonNujnb;r
WNI
In accordance SPS 383.21(2), Wis. Adin. Code, submission of this form to the appropriate governmcnuu
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 Servies. Personal information you provide may be used for sewn
purposes in accordance with the Privacy Law, s. 15. 1) m), Stars. 1
L Application Information - Please Pr'nt All ation ~C
Property Owner's Name Parcel i
'e., e r /Y" -D 7
0 j
Prope.* Owner's M/lailin Address /4 Property Location lp
YO f.. 2, I Govt
City, State Zip Code f Phone Number 44 Section
ie on 42 I
~ T/__N; R E W
Type of Building (check all hat apply Lot #
Family Dwelling-Number of Bedroo Subdivision N
❑ Public/Commercial- Describe Use ❑ City of t1i
O
❑ Sta Owned -Describe Use CSM Ntmtber ❑ Village of o
con of
III. Type of Permit: (Check only o boz on line A. Complete line B if applicable) p
A. ziff1cw System ❑ Replacement System El Treatment/Holding Tank Replacement Only El Other Modification to Existing System (explain)
List Previous Permit Number and Date Issued
B
❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New _
Before Expiration Owner
IV. Type of POWTS System/Component/Device: Check all that apply)
Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound 124 in. of suitable soil ❑ Mound <24 in. o suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (expl
V. Dis rsai/Trea ent Area Information: r' -a-C
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (s Dispersal Area Proposed (s System Elevation
r
I I in. L9
VI. Tank Info Capacity in Total # of Manufa
Gallons Gallons Units fl L) ~ L
v
New Tanks Existing Tanks 2 m
Septic or Holding Tank
Dosing Chamber
VII. Responsibility State t- I, the undersigned, - m responsibility for installation of the POWTS shown on the attached plans.
Pi bet's Name (Prim Plum s ignature MPIMPR~ Number Btuiness Phone Number
Plumber's Address (Street, City: State, Zip Code 1 \
A-VIA
VIII-County/Department Use Only
Approved hermit Fee Date su Issuin ent Signature
-'v eason for Denial • ,
DL Conditi .~AOr~C q ~i Xj oproval `
i cell must all be ic: s ! r - nt~:`ret\J (ate
ys per -.71VAgement plan pt raced tivby plumber. 0
2. `A► ieict„Iwrc:yens Mipst Le,1:°zcrt. ir:e,y f
as per *ftnbl1,q m6i,1: rd 'iam s?. ,
Attach to complete plans for the system and submit to the County only an paper not less than 8 it z I I inches in sir
SBD-6348 (R. 11/11)
Cover Page
Shaun Bird
I
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 10/31/17
Owner:Craig Mora
Location: NW1/4 NW1/4 S32 T29N,R19W 462 Carriage Lane Hudson
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Leaching Chamber Cross Section
4-6. Maintanance and ; n ngency Plan
7. Filter Cross Secti . i`
d'`~~ _
Signature
License nun ers#226900
System PLOT PLAN
PROJECT Craia Mora ADDRESS 808 Carmichael Rd #281 Hudson Wi 54016
NW 1/4 NW 1/4S 32 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX
SYSTEM ELEVATION 108.0/107.0 4' below grade 10/31 /17 BEDROOM 3
DATE
CONVENTIONAL )00( CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 32
# of chambers
BENCHMARK V.R.P. Top of lot stake
p ASSUME ELEVATION loo' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P, same as benchmark
40, 26, 14, 14' 136 Scale = 1/4" = 10'
27 58' Vents 13' 102'
B-2
System will be installed along contours,
B-1 V Contours were not listed on original soil test
Slope
2-3' X 66' cells with >3' spacing
74'
B
270' Property Lin
1
0'
t6u
20' B-4
B-3 I
Huffcutt ST 25'
1
Pro 3
Bedroom
House
0 ~
eQuick4 S
tandard
Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
2"
ALong
Grade at System Elevation
34"
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
Carriage Lane
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.6ft^2 pair of end plates To be >1, above grade
Finish grade elevation
Typical Installation 112.0'
Av
ent Grade Vent
4" : , -
3'
.A/3 0/34 Septic Tank
5' 5' Long 1
36" Grade at System Elevation Grade at System Elevation
Spacing- 5'
2-3' X 66' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
16 chambers per cell
System elevations:
A-1 08.0'
B-1 07.0'
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREENU NT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer l ct' C
n
Mailing
Prope L, --f 1,q ,
(Verification required from & Zoning Department f w coast uctiion.)
City/State Parcel Identification Number ~0 - /3 4~1 0 / 0
LEGAL DESCRIPTION
Property Location Ztj) V. ,%a , Sec. T Z !P N R A e W. Town of
Subdivision ; - , Lot #7
Certified Survey Map # , Volume , Page # ~I
Warranty Deed #~~s
Volume pap # Spec Douse no Lot loss identifiable(es
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature Aukure to handle wastes. Proper
u enan- consists of pumping out the septic tank every tbree years or sooner, it needed, by a licensed pumper. What you put into
the system can affect the fiction of the septic tank as a treatment stage in the waste disposal system Owner maiffieaance
responsibilities are specified in §Comm 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification forte signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system ism proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less titan 1/3 fun of sludge.
I/-e, 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 Plannning &
Zoning Department within 30 days of the tbree year expiration date.
Uwe certify that all statements on this f are true to the best of my/our knowledge. I/we mWare the owner(s) of the
property described above, by virtue of a deed recorded in Register of Deeds Office.
Number of bedrooms 3 _
~ 7. ,o J7
WgAIV" OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department"*
Include with this application a recorded warranty deed from the Register of Deeds Ctffice and a copy of tfte certified survey map if
reference is made in file warranty deed.
(REV. 08/05)
POINTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner (c c Septic Tank Capacity al 1:1 NA
Permit # Septic Tank Manufacturer l ❑ NA
NA
3ESIGN PARAMETERS Effluent Filter Manufacturer o_f < El
Number of Bedrooms ❑ NA Effluent Filter Model O NA
I Number of Public Facility Units -NA Pump Tank Capacity al NA
j Estimated flow (average) aUda Pump Tank Manufacturer NA
i Design flow (peak), (Estimated x 1.5) Cf gal/day Pump Manufacturer NA
Soil Application Rate avda a Pump Model NA
!
Standard Influent/Effluent Quality Monthly average" Pretreatment Unit ❑ NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODs) :220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) :5150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Di persal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODs) 530 mg/L In-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L QNA ❑ At- rade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑ Other:
iMaximum Effluent Particle Size Ya in dia. ❑ NA Other. ❑ NA
IOther. NA Other: ❑ NA
"Values typical for domestic wastewater and septic tank effluent Other ❑ NA
IAINTENANCE SCHEDULE
:E- Service Event Service Frequency
Tins ect condition of tank(s) At least once every: > ❑ month(s) (Maximum 3 years) ❑ NA
P Ju'year(s)
11 -s
(Pump out contents of tank(s) When combined sludge and scum equals one-third of tank volume O NA
O month(s) Maximum 3
Inspect dispersal cell(s) At least once ever Y 3-- r s ( Years) ❑ NA
❑ onth(s)
I3lean effluent filter At least once every: ear(s) ❑ NA
nspect pump, pump controls & alarm At least once every: -tj th(s) ❑ NA
❑ year(s)
❑ month(s) NA
{lush laterals and pressure test At least once every:
❑ year(s)
Dther. At least once every: ❑ month(s) ! NA
❑ year(s)
ether.
NA
MAINTENANCE INSTRUCTIONS
!InsPew ions of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must
iincude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
!=mbmed sludge and scum and to check for any back up or Ponding of effluent on the ground surface. The dispersal cell(s) shall be
visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface.
The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
-eguWory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (f6) or more of the tank volume, the entire contents of
{:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
INN other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
page of djec~ treatment tank(s) for the presence of pairding products or other chemicals tJ*t
START now AND OPERATION are detected have the contents of thO
may For new co impede ns the truction. treatment prior to use process of the and/or pOWTS damage pe dw cell(s). if high concenwatior~
tank(s) removed by a sept89e servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface. will bis
hwater levels. When power is restored the excess wastewater
eftluer>Itt
During power outages pump tanks may fill above normal hig in the backup or surface discharge
e to restoring power to the
discharged to the dispersal ten(s) in one large dose, overksading the cell(s) and may re" Se in h Operator prior
avoid this situation have } contents of the pump tank removed by a Septage ttie pump corrtr(ft to restore normal levels
effluent pump or coition a Plumber or pplAft'S Maintainer to assist in manually operating
within the pump tank. cells. Do not drive or park over, or otherwise disturb or compact, the area within
Do not drive or park vehicles tov o at-grade ~ and dis absorption area
15 feet down slope of any m rove the performance and prolong the We of the POWT$:
Reduction or elimination of the following from the wastewater stream may imp ~ diaper's. disirrfedants; fat; foundation drain
antibiotics; baby wipes; curette butts; -condoms; cotton swabs; degreasers; dental medications; oil; painting prod;
(sump pump) water, fruit and vegetable wings; gasoline; grease; herbicides; meat scoops;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT is permanently taken out of service the following steps shall betaken to insure that the system is propeflY
When the POWTS fails and/or
and safely abandoned in cornpiianc with chapter Comm 83.33, Wisconsin Administrative Code:.
• Ail piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator-
9 After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN red the following measures have been, or must be taken, to provide a code crorriplint
If the POWYS fails and cannot be repai .
replacement system: of a ant soil absorption sycti
A suitable replacement area has been evaluated and may be utilized for the location should not'
The replacement area should be protected from disturbance and compaction and shourep rent area infringed
reupo sult in the need will setbacks from existing and proposed structure, lot lines and wells. Failure to protect the must comply with the a rule*i in
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems
effect at that time. POWYS technology a
D A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in
holding tank may be installed as a last resort to replace the failed POWYS.
0 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWYS a soil and site evaluation
must be, performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed] as
a last resort to replace the failed POWYS.
p Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
,c<VVARNING>> gal'
SEPTIC, PUMP AND OTHER TREATMENT TMENT AN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF ~
ENTER A SEPTIC, PUMP OR OTHER OTHER
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS -
POWTS INSTALLER POWYS MAINTAINER
3 ;Name LE NaRie PhonePhone ~2 l
SEPTAGE SERVICING OPERATO UMPER LOCAL REGULATORY AUTH
'
Name `1/ . ,
Name - > r
/ 1 f, Jc
Phone Phone
This downent was drafted in compliance with chapter WS 383.22(2)(b)(i)(d)&(f) and 383,54(1), (2) & (3), Wisconsin Administrative Code.
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1.241 ACRES 45,630 SQ. FT.
1,341 ACRES 54,045 SQ. FT.
58,430 SQ. FT.
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Wisconsin Dej)artmenlof Commerte SiDI~. AND SITE EVALUATION
Division of Safety and Buildings - _ Page of
Bureau of Integrated Services fins cdord~r with s. ILHR 83.09, Wis. Adm. Code
4
Attach complete site plan on paper not less t4iin'El 1/2 x 1 I inches in size. Plan'must County
include, but not limited to: vertical and horizCntal reference point (f3MJ, direction a`frid
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D. #
- :1
APPLICANT INFORMATION - Please print all information. . 17 R iewed by Date
Personal information you provide may be used for secondary purposes (Privacxl.aw s,-1504 1) (m)). A . - 9
Property Qjwner Property Location I
c C Govt. Lot 114 1/4,S - T - N,R
~r
Property Owner Mailing Address Lot # B ock# Su . Narf a or CSM#
~ c C3 ~
City State Zip Code Phone Number El City Village ❑ Town Nearest
ID New Construction Use: Residential / Number of bedrooms Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily flow .Zle(.-, gpd Recommended design loading rate 1 bed, gpd/ft2 trench, gpd/ft2
Absorption area required Q, bed, ft2 4~ ~ trench, ft2 Maximum design loading rate bed, gpd/ft~ /9 trench, gpd/ft2
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design/site considerations
Parent material Flood plain elevation, if applicable ft 'Wj S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in
Fill Holding Tank
U = Unsuitable for system (As ❑ U ® S ❑ U 0 S ❑ U S ❑ U ❑ S ®U ❑ S O U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
7
a
Ground ? /97" jC
-iv
elev.
Depth to
limiting
factor
Remarks:
Boring #
-2 ~Csll -2r
f r~
s~
Ground
elev.
Depth to
limiting
factor
min. Rem ks:
CST Name (Peas Print) Signature Telephone No.
- -F_
Address Date CST Number
z
v
SOIL DESCRIPTION REPORT
PROPERTY OWNER Page of -
PARCEL I.D.# ,J;%17
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
Ground 2
7Z
elev.
eft.
Depth to
limiting
factor
Remarks:
Boring #
'Z' Z
Ground
elev.
Depth to
limiting
factor
Remarks:
Lri Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
i
Boring #
Aviv
Ground
elev.
"eft'
Depth to
limiting
factor
4 in. Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330 (R. 07/96)
SOIL DESCRIPTION REPORT
PROPERTY OWNER Page ~ of
PARCEL LD.# 7
Boris # Horizon Depth Dominant Color Mottles Structure 2
9 Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
?X/ AL c J Ground _
elev. ' -
Depth to ,
limiting
factor
>_'22-in.
Remarks:
Boring #
/ i - -
< .15
Ground
elev.
Depth to
limiting
factor
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 #
B J t - 7-
Ground
elev.
Depth to limiting
factor
>~in. Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in. Remarks:
SBD-8330 (R. 07/96)
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Parcel 020-1342-10-070 04/11/2007 04:36 PM
PAGE 1 OF 1
020 - TOWN OF HUDSON
Alt. Parcel 32.29.19.1823
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - MARA, CRAIG M & LORI A
CRAIG M & LORI A MARA
2249 RUBY RD
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ` 462 CARRIAGE LN
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 1.241 Plat: 2636-WINDSOR HEIGHTS LTS 1/27 '98
SEC 32 T29N R19W PT SE NW WINDSOR Block/Condo Bldg: LOT 07
HEIGHTS LOT 7 1.241 AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
32-29N-19W SE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
09/08/2005 805824 2884/138 WD
02/28/2001 639409 1593/167 WD
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.241 52,100 0 52,100 NO
Totals for 2007:
General Property 1.241 52,100 0 52,100
Woodland 0.000 0 0
Totals for 2006:
General Property 1.241 52,100 0 52,100
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