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Onsite Wastewatd Treatrrrent System Desrgn
September 17, 2024
Olson Project
2507 County Road 3I4
New Castle, CO 81467
Parcel No. 21 8I-I22-OO-29 5
Prepared By:
K-Cronk Engineering, Inc.
P.O. Box I40
Mack, CO 81525
970-250-0572
Site History
The owner of the property wishes to construct a three-bedroom residence, which will be seryed by a new
onsite wastewater treatment system (OWTS).
The site consists of approximately 35 acres of cultivated native soil. Drainage is approximately 7o/o to the
west. A soils evaluation and site study were conducted on the property of reference on 07109124 by
Kachayla R. Cronk". The soils evaluation trench was located approximately 70' southeast of the northwest
property line and approximately 215' west of the east property line.
This OWTS design has been prepared for the project based on information disclosed during the site study
mentioned above. A discussion of the engineered OWTS design follows. The location ofthe soils evaluation
trench is shown on the Plot Plan included in this report.
Development of Design Parameters
The soils evaluation trench was extended to a depth of 108" below ground surface (BGS). There was no
evidence of ground water to a depth of 108" BGS. Evidence of periodically saturated soils was observed at
a depth of 96" BGS. The limiting layer has been identified as periodically saturated soils at 96" BGS. The
soils evaluation indicates one distinct soil horizons underlie the site. A lithological description follows:
depth (in.) description
0" - 108" sandy clay loam, brown
(Soil Type 3A, USDA - sandy clay loam, massive, structureless)
Based on the results from the 07109124 soils evaluation, Soil Type 3,{ and corresponding long term
acceptance rate (LTAR) of 0.30 are chosen for overall system sizing for an Infiltrator trench soil treatment
area designed to discharge to subsoils below the 36" depth.
u Kachayla R. Cronk holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
-1-
System Design
An INFILTRATOR trench soil treatment system is proposed for discharge of septic effluent at the site.
Construction of the system will consist of excavating level trenches in the area comprising the soil treatment
area. Grading during construction may affect slope. therefore contractor shall verify slope at time of
installation. Soil treatment area orientation mav be adiusted per site variations to facilitate consistent
trench depth runninq parallel to final contours. The initial excavation shall be continued to a level depth
of 36" BGS (see Soil Treatment Area Cross Section). If consistent trench depth cannot be maintained.
INFIIZRIZOR chambers may be installed level at 24" minimum and 48" maximum BGS.
Following completion of the trench excavations, QUICK4 STANDARD INFILTRATORS (or equivalent)
will be used to construct a septic effluent distribution system in the open excavations. The INFILTRATOR
effluent distribution system will be installed in accordance with the "Infiltrator Technical Manual",
available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475.
Adjacent 1NF1I7RIZOR,S shall be fastened with a minimum of three (3) %" self-tapping screws to prevent
movement and separation during backfilling.
After the INFILTRATORS are installed, synthetic filter fabric (140-200 mesh) will be placed over the
INFILTRATORS and the system will be covered with a soil cap. The soil cap will consist of approximately
24" of sandy loam backfill. The soil cap will be mounded 5o/o above the existing ground surface to promote
surface run off away from the soil treatment area.
The installer should confirm the feasibility of gravity discharge of sewage effluent from the foundation line
to the soil treatment areaby field verification of assumed design parameters. Assumed design parameters
with respect to gravity discharge include:
If the distance from the sewage pipe at exit from the foundation line to the soil treatment area
is 70' or less,
The elevation of the ground surface at entry to the soil treatment area shall be no more than 9"
above the invert elevation of the sewage pipe at exit from the foundation line.
If field measurements do not confirm these design assumptions, gravity discharge of septic effluent from
the proposed structure cannot be assured and a lift station may be required. Please contact the design
engineer and Garfield County to address any design modifications necessary if these design assumptions
are not upheld.
A 1,000 gallon, two compartment septic tank is required to provide a minimum of 48 hours retention time
for sewage generated from the proposed project. A non-corrodible Orenco filter (model # FTW0436-28)
shall be installed at the final outlet tee of the septic tank to limit the size of solids and sludge passing into
the soil treatment area. The filter must be accessible for cleaning and replacement from the ground surface.
A distribution box is required to provide equal distribution of septic effluent from the septic tank to the soil
treatment area laterals. The distribution box must be placed on stable native soil or compacted structural
fill to prevent settling and assure equal distribution of septic effluent. The distribution box must be
accessible for cleaning and replacement from the ground surface.
As shown in the included graphics, the trench soil treatment system will consist of five (5) trenches 3'wide
x 36" deep x72' longwith eighteen (18) INFILTRATOR(or equivalent) units each for atotal of ninety (90)
units. The soil treatment area will encompass an effective area of 1542.86 sq. ft.
a
a
DESIGN CALCULATIONS
DESIGN LOADING RATE OF 3 BEDROOMS @ 1s0 GAL./BEDROOM-DAY : 4s0 gal.lday
DESIGN SOIL TYPE 3A
DESIGN LONG TERM ACCEPTANCE RATE (LTAR) : 0.30 GAL./SQ.FT./DAY
a
LTAR,A:WHERE,
A: SOIL TREATMENT AREA (SQ. FT.)
Q: DESTGN FLOW (GAL./DAY)
LTAR: LONG TERM ACCEPTANCE RATE (GAL./SQ.FT./DAY)
o: o*04
: 15oo sQ'Fr'
SOIL TREATMENT AREA ADJUSTMENT FACTOR FOR GRAVITY TRENCH DESIGN : I,O
SOIL TREATMENT AREA ADJUSTMENT FACTOR FOR USE OF CHAMBERS:0.7
ADJUSTED SOrL TREATMENT AREA: 1500 SQ.FT. X 1.0 X 0.7: 1050 SQ. FT.
LENGTH OF 3', WIDE TRENCH REQ',D: 1050 SQ.FT. I 3 FT.: 350 FT.
USE 5 TRENCHES WITH 18 QUICK4 STANDARD INFILTRATORS (or equivalent) EACH, FOR A
TOTAL OF 90 I.INITS
sorl- TREATMENT AREA SIZED AT s TRENCHES 3 FT. WIDE )(72FT LONG: 1080 SQ. FT.
-3 -
Installation Setbacks-fi cations. and Insnections
The owner and installer shall be aware of and comply with the following installation and system operation
requirements.
The installer must be approved and licensed by Garfield County for installation of onsite
wastewater treatment systems.
All installation activities shall be conducted in accordance with current Garfield Countv OZ7^S
Resatlati.on.s If at anv time drrrinp subsurface site conditions are encountered
which differ from the design parameters previously described. construction activities will stop.
and the design engineer and Garfield County will be contacted to address anv necessarv desisn
modifications.
The final cover shall not be placed on sewer lines, septic tank, or the soil treatment area until
the system has been inspected and approved by the design engineer and Garfield County. The
installer shall provide 48-hour notice for all required inspections.
Installation procedures including grade, location, setbacks, septic tank size, and soil treatment
size shall conform with the attached graphic details. Construction activities and system
components will not encroach upon existing easements or utility corridors. A minimum of 5
ft of undisturbed soil shall be maintained between individual absorption elements and the septic
tank. A minimum of 4' of undisturbed soil shall be maintained between adjacent absorption
elements.
The installer must maintain all setbacks to utility lines, easements, propefiy lines, or other
adverse conditions, whether they are known and shown on the attached graphics or have been
disclosed during construction. Vehicle traffic and parking is to be prevented over the soil
treatment and repair area. Minimum setbacks for system components are:
Septic Tank,
Dosins Tank
Building Sewer,
Effluent Lines
STA
spring/weli/cistern 50 50 100
notable water supply line l0 5 25
structure w/ crawlspace 5 0 20
structure w/o crawlspace 5 0 10
property lines, piped or
lined irrieation
l0 l0 l0
subsurface drain,
intermittent irrisation
l0 10 25
lake, water course,
irrigation ditch, stream
50 50 50
cut slope steeper than
3H:lV
10 10 25
septic tank 5
All gravity flow sewer lines and effluent distribution piping shall be 4 inches in diameter and
have glued joints. All lines discharging sewage frorn the residence to the septic tank shall
maintain a minimum fall of l/8 in. per foot and shall employ sweeD 90's or 2-45's at all turns.
Sewer lines from the dwelling to the septic tank and at least 6 ft from the septic tank outlet
must meet minimum standard ASTM-3034. Lines discharging from the septic tank to the soil
treatment area shall maintain a minimum fall of l/8 in. per foot. Sewer lines under driveways
shall meet the minimum Schedule 40 PVC standards. Additionally, effluent piping in traffic
-4-
a
a
a
a
a
a
areas with less than 24" of cover shall be encased in 6" CMP or flow fill and covered with
minimum 2" high density blue board insulation.
Sewer lines or domestic water lines shall be encased in minimum SCHD 40 with water-tight
end caps or a minimum of 6" of flow fiIl at all points with less than 5' separation between sewer
and domestic water lines.
Four-inch clean outs shall be installed at maximum 100' intervals in all gravity flow effluent
lines exceeding 100'in length.
A minimum of 12" of soil cover (18" recommended) shall be maintained over all gravity
draining OWTS components to prevent freezingof septic effluent (excepting septic tank access
ports which must be extended to the ground surface).
The system contractor shall be aware of the potential for construction activities to reduce soil
permeabilities at the site through compaction, smearing, and shearing. The following
precautions and construction procedures should be employed during installation to minimize
disturbance to native soils:
i. Excavation should proceed only when the moisture content of the soil is below the
plastic limit. If a sample of soil forms a rope instead of crumbling when rolled
between the hands it is too wet and should be allowed to dry before excavation
continues.
ii. Excavation and backfill equipment should work from the surface where at all
practical to avoid compaction of the soils at depth.
iii. The bottom and sidewalls of the excavation should be left with a rough, open
surface. The appearance should be that ofbroken or ripped soil as opposed to a
sheared, smeared, or troweled surface. Any smoothed or smeared surfaces should
be removed with a toothed rake or shallow ripper, taking care to remove loose
residues from the bottom of the excavation by hand if necessary.
iv. Care should be taken in placing fill materials in the excavation to avoid damaging
the exposed soil surfaces.
Operation - Maintenance and Inspections
o The owner shall install a structural barrier if necessary and take precautions to prevent vehicular
traffic, excessive surface watering, accidental flooding, or other activities in the vicinity of the
soil treatment area which may compact, saturate, or otherwise alter the subsurface soil
parameters used in designing the septic system,
o The owner will plant and maintain grass or other shallow rooted cover crop to prevent erosion
and promote evapotranspiration over the soil treatment area.
o The owner will inspect and maintain the required mounding and drainage away from the soil
treatment areato prevent saturation from precipitation and surface flows.
o To mitigate the generation of preferential flow channels which may compromise the operation
of the system, the owner will inspect and prevent intrusion of burrowing animals and deep-
rooted plants into the soil treatment area.
o The septic effluent filter shall be inspected and cleaned as necessary every six (6) months.
r The owner will conduct periodic maintenance of the septic system by removing accumulated
sludge from the septic tank every 3-4 years to prevent clogging of the soil treatment area.
a
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-5-
Limitations
This report is a site-specific design for installation of an onsite wastewater treatment system and is
applicable only for the client for whom our work was performed. Use of this report under other
circumstances is not an appropriate application of this document. This report is a product of K-Cronk
Engineering, Inc. and is to be taken in its entirety. Excerpts from this report may be taken out of context
and may not convey the true intent of the report. It is the owner's and owner's agent's responsibility to read
this report and become familiar with the recommendations and design guidelines contained herein.
The recommendations and design guidelines outlined in this report are based on: 1) the proposed site
development and plot plan as furnished to K-Cronk Engineering, Inc. by the client, and2) the site conditions
disclosed at the specific time of the site investigation of reference. K-Cronk Engineering, Inc. assumes no
liability for the accuracy or completeness of information furnished by the client. Site conditions are subject
to external environmental effects and may change over time. Use of this plan under different site conditions
is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design
engineer and Garfield County should be contacted to develop any required design modifications. K-Cronk
Engineering, Inc. is not responsible and accepts no liability for any variation in assumed design parameters.
K-Cronk Engineering, Inc. represents this report has been prepared within the limits prescribed by the
owner and in accordance with the current accepted practice of professional engineering in the area. No
warranty or representation, either expressed or implied, is included or intended in this report or in any of
our contracts.
SEAL
Ka.//n4/e E. C-r*re
o?//7/2_4
Date
NOTB: This OWTS design is meant to include the following five pages:
1) plot plan
2) septic layout plan
3) notes for your installer
4) soil treatment area plan view
5) soil treatment area cross section.
The plan is not to be implemented in the absence of these sheets.
\D0 t l6
-6-
oreo of
refenence
I
5-rc6
cQ
drive
soits evoluotlon
tnpnch
pnoposed
residence
existlng
shed
oppnox, edge
of woter
opprox, [ocotlonof existing wetl
opprox, edgof woter
SON PRIJECT
07 COUNTY RBAD 314
PTEMBER 17, 2O?4
ALEr 1'=60'
I
t
NIRTH
-1e2-00-295
PLAN
NOTL
THE FILLNVING SETBACKS MUST BE MAINTAiNEDI
SEPTICTANK STA
LAKE/STREAM/IRRIG, DITCH
-
50'
INTERMITTENT IRRIG. DjTCH-10/
100'
50'
.J
25',
i0'
100',
?5'
?o'
10'
10'
SOLiD PIPE,/LINED DITCH
DIMESTIC VATER C]STERN
-50'DIMEST]C VATER LINE
-
10,
STRUCTURE V,/CRAWLSPACE
-5/STRUCTURE V/[CRAVLSPACE- 5'
PREPERTY
10'
50'
GATfD PIPE
SPRINGS,/VELLS
6RAV]TY D]SCHARGE NF SIVAGE
EFFLUENT FRDM THE RESIDENCE
TE THE DISPOSAL SYSTEI'4 IS
BASED !N THE FELLOVING DESIGN
ASSUMPTIDNSI
LENGTH [F SEVAGE PIPING
FRIM EXIT AT FIUNDATIEN
LiNE TN ENTRY TO SU]L TREATMENT
AREA = 70' 0R LESS
ELEVATIIN DF GRDUND SURFACE
AT ENTRY TD SEIL TREATMENT AREA
= ND MIRE THAN 9, ABIVE THE
INVERT ELEV, EF SEVAGE PIPE
AT EXIT FRDM FDUNDATiI]N LINE
DISCLAIMER
IF THESE DESIGN ASSUMPTIINS ARE
NOT UPHELD DUR]NG CINSTRUCTIUN,
GRAVITY DISCHARGE CAN NlT BE
ASSURED AND A L]FT STATIIN MAY
BE REOUIREI)
NETE N!TE
REPAIR AREA VILL BE PRIV]DED
NIRTH [F THE PROPISED STA
soit tneo.tment oneo (STA)
consisting of 5 rows of 18
Quick4 Stondord Infittrotors(on equivolent) €or q totot of
ninety units
ee6
Ce
/--r-rr.
s&
L 6
1,000 gotton, two
comportnent septic
tqnk w/ effluentfitter ([S] Modet
FTV0436-e8)
^bo*
4itt,:
soits
evotuo
*\
9.o
12-aJ-
SCHD 40
cleon out
.o
d('
proposed
residence
tnench
NOTE
CALL 811 FOR UTILITY LDCATES
NDTE
CONTRACTOR TD VERIFY
SLIPE; SEIL TREATMENT
AREA ERIENTATION TO BE
ADJUSTED PER SiTE
VARIATIDNS TI] FACILITATE
CI]NSISTENT TRENCH DEPTH,
RUNNING PARALLEL TE
CONTBURS.
ELSIN PROJECT
2607 CEUNTY ROAD 314
e181-122-00-a95
SEPTIC LAYDUT PLAN
SEPTEMBER 17, ?O?4
SCALE, l'=30'
I
NERTH
opprox, edgeof woter'
K-CR{}&IK f1{l f{i',r r.d$
lf'N'*" il{.} *{;;.:;
*iri..j i*"{ri:,:,i l,:u'fr,It'l*r,*'}?}}}dir,trrtr{ fi{r&,q'{},ri
NOTES FOR YOUR INSTALLER
This is a STAMPED. ENGINEERED design - yos, septics are "simple" andwater runs downhill.
However, like anything that is engineered, it is critical that you follow the design so the system
performs as intended - I cannot approve a system that was not installed to plans!
If, FOR ANY REASON, you need to:
l. Change the location/rotation of the septic tank (i.e. plumbing was stubbed out of
different wall, etc.)
2. Change the location/rotation of the soil treatment area (i.e. slope differed from the
design, owner has changed the site plan, etc.)
YOU MUST CONTACT THIS OFFICE FOR A REVISED DESIGN!
The revision must be submitted and approved through the County (with a County $ revision
fee) prior to calling in for inspection. Revisions take time, so please be prompt when
contacting us to ensure the project is not delayed.
Next, and I cannot stress this enough - DO NOT install the chambers DEEPER than the maximum
depth stated in the design - the depth is determined by factors that the design engineer cannot
control. This includes SATURATED/POOR SOIL CONDITIONS & COUNTY OWTS
CODE. Our designs give the widest range of depth possible for the specific site - if the required
depth cannot be met, other options may need to be explored.
If the soil treatm ent area is installed at a depth greater than allowed, there are very few solutions
to resolve the problem. Examples include:
o Removing all components and reinstalling them in a different location at correct depth.
. Backfilling trenches to an acceptable depth (using WASHED CONCRETE SAND
ONLY), installing a pump chamber, effluent pump, and pressurizing the system.
Please reach out at any time during the installation process if you have any questions * this office
has experienced several installations that have failed County inspections due to issues described
above - I would like to see every system PASS without comment as this makes everyone's job
easier.
A C^t,rZ
Kachayla Cronk, P.E. - (970) 250-0512
five (5) rows of elghteen (18) OUICK4
STANDARD INFILTRATURS (on equivolent) for q
totot of nlnety (90) units
pprox, 77' w,/ endcops,
of chonbers,t
SNIL TREATMENT AREA - PLAN VIEV
FIUR TRENCHES DF FIVE
SCALE' 1'=10'
"E.c
..
?
0,Tc
0,t
Eo
U
0lL
r,
LN
provide lnspection/venting
ponts of eoch end cop,
typ
SCREV DETAIL
NTS
fo.sten odjocent Infittnqtors
w/ (3) 3/4' screws ot
o.pproximotety 10 o'ctock, 12
olctock, ond 2 o'ctock Position,
tvP'
OLSIN PR!JECT
E5O7 CIUNTY RIAD 3I4
2181-122-00-295
SIIL TREATPIENT AREA-PLAN VIEV
SEPTEMBER 17, ?O?4
SCALET 1'=10'
,'d
box
\l
I
o
t 48'
f-to
.tdrs rr ibut iJn
o
u
0J6ci0r-!E
o:*U
(-
b screws, typ,(see detolt)
ci
,P
lolm
o
o
f'd\.,/t>
eoch infittroton tr"ench
QUICK4 STANDARD INFILTRATER (or
equivotent) instott in occordonce with
'INFILTRATER TECHNICAL MANUAL', ovoitobtefron Inflltrqton Systens Inc., 123 Etn
Street, Suite 12, Etd Soybrook, Connecticut
06475
SDIL TREATMENT AREA _ CRNSS SECTION
(TYPICAL 3 EF 5)
SCALET 1'=5'
ELEVATION DESIGN SPECIFICATIONS
DESIGN D]STANCE FRUM FDUNDATIIN LiNE TD INLET OF SEPTIC TANK = 45'
DESIGN DISTANCE FROM DUTLET IF SEPT]C TANK TN STA = 5,
ASSUI4ED ELEVATIIN !F GRIUND SURFACE AT ENTRY Tt] STA = 100.00'
ELEVATIIN [F BDTTDM 0F INFILTRATIR AT ENTRY T0 STA = 97'00'
INVERT ELEVATIDN 0F SEVAGE LINE AT EXIT [F DIST, B0X = 97'54'
INVERT ELEVATION [F SEVAGE LINE AT DUTLET EF SEPTIC TANK = 97.68,
INVERT ELEVATIIN DF SEVAGE LTNE AT INLET EF SEPTIC TANK = 97'93,
INVERT ELEVATI0N nF SEVACE LINE AT FIUNDATIDN LINE = 98'83'
SIILS LB6 NITES
#1 SDIL TYPE 34, USDA - SANDY CLAY L!AM, I'4ASSIVE, STRUCTURELESS
NB GRCUNDVATER PRESENT TO A DEPTH DF 1OB' BELIV GRIUND SURFACE
EVIDENCE !F PERIODICALLY SATURATEN SIILS NBSERVED AT A DEPTH EF
96' BELOV GRI]UND SURFACE (BGS)
IUTLETS AS REOUIRED
4' nin,l0'neconmended
typlcot Inflttnoton trench
cross section (one of five)
dlsk or sconiFy under
DISTRIBUTINN BOX DETAIL
SCALE' I'=1'
lnspection,/ventlng portot eoch end cop
soll cop, provlde
nin, 52 droinoge
no.x. 3Hr1V(332 stope)
exlsting ground
surfoce
\
Iynthetic f ilten
fobr-ic, typ,
-108',
SOILS LEG
(SEE NOTES)
ILSNN PRIJECT
2607 CNUNTY RIAD 314
2181-122-00-295
SE]L TREATI,ITNT AREA - CRISS SECTINN
SEPTEMBER 17, ?O?4
SCALEI AS SHOVN
OJ\o(r)
I
I
\(I.J
NITE,
IF CINSISTENT TRENCH DEPTH
CANNIT BE MAINTA]NED,
INFILTRATOR CHAMBERS MAY BE
INSTALLED LEVEL AT 24' I4IN,
AND 48' MAX BGS
INLfT
)
COMPACTED NATIVE SEIL [R
FILL T! PREVENT SETTLING
STRUCTURAL
Garfield County, CO
Summary
Account
Parcel
Property
Address
Legal
Description
Acres
Land SqFt
Tax Area
MillLevy
R082733
278L72200295
2607 314 COUNTY RD, NEW CASTLE,CO 8T647
Quarter: NW Section: 12 Township: 6 Range: 91 SENW EXCEPTING
THEREFOR PORTER NO.1 SUD.DIV EXEMPTION RECORDEDAS
REC # 477509 35 ACRES
J5
0
77
5 1.1150
2024
$1,040.00
Subdivision
v!'.ry.i...Vi1li
Map
Owner
OLSON, KENT&WENDI
PO BOX466
RTFLE CO 81650
Land
Unit Type IRRIGATED LAND-AGRICLTRL. - 4117 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZI NG LAND-AGRICU LTURAL - 4147 (AGRICULTURAL
PROPERTY)
0Square
Feet
Actual Values
20.24
$3,910.00
Assessed Values
Tax Year
Actual Value
Tax Year
Assessed Value
Tax History
Tax Year
Taxes Billed
2023
$3,910.00
2023
$1,040.00
2023
2022
$3,180.00
2022
$840.oo
2022
$46.36
202t
$3,180.00
202t
$920.00
2027
$s7.32
2020
$4,110.00
2020
$1,200.00
2020
$53.16 $67.44
Ciick h$lg. ic vir:vr thc 'rax infor"ri-raiion for i:his p{!:qcl gl.lhgCn,fiql(l Cqunav lfqasur{:!.'s we bsirc.
Transfers
Sale Date
6/27/2022
6/27/2022
5/8/2079
9/25/2015
6/7/2070
12/20/2006
7/17/2006
72/30/2004
12/15/2003
6/18/2003
2/8/2002
72/L6/7997
6/3/1996
5/2/7995
7/72/7995
7/70/1995
72/2/7994
s/20/7994
70/73/7990
to/12/1990
7/17/1986
2/79/7976
5/12/797s
3/2r/7972
12/31/1968
5/27/7965
3/rol1964
6/2s/1952
4/75/7952
2/29/7952
Deed Type
QUITCLAIM DEED
WARRANTY DEED
PERSONAL REP DEED
LETTERS
PERSONAL REP DEED
PERSONAL REP DEED
LETTERS
STATEMENT OF AUTHORITY
AGREEMENT
LETTERS
SPECIAL WARRANTY DEED
SPECIAL WARRANTY DEED
Quiet Title Decreed
Plat
SPECIALWARRANTY DEED
SPECIALWARRANry DEED
BOUNDARY LINE ADJUSTMENT
Affidavit-property Held ln Trs
WARRANTY DEED
WARRANTY DEED
NOTICE OF LIS PENDENS
PERSONAL REP DEED
WARRANTY DEED
QUITCLAIM DEED
AGREEMENT
DEED
WARRANTY DEED
WARRANTY DEED
WARRANTY DEED
QUITCLAIM DEED
Reception Number
?r54!Z
97645t
?201Q6
?08847
7?Q7)3
TeBQ?'i,
741133
66{:23{:
646:lij4
656?33
597',J42
538?8_q
47"15.Q2"
1rc.5$Q
4Zil5_28
4:l?0{}7,.
41.26i."5r
:]?,UlJ
21!8*!
?,,s1541
?5, 5t2
2-66!33
?4t'ili5
179784
17-?448
Book - Page
76s2-243
7560-132
L652-240
7329-392
7047-0836
0980-0181
Sale Price
$o
$4s0,000
$175,000
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
0929-O359
0929-0353
0929-O355
0904-oo44
0795-0409
0795-O40r
069r-0675
0483-0682
0473-0497
0430-0146
0477-0099
0477-0144
0357-0045
0264-0535
0263-0599
0263-0535
Property Related Public Documents
Ciick h<,r'r: it: vicvr Pro!?u!y-B5*i*S$jl*[:lJggglgl::
No data available for the following modules: Buildings, Photos, Sketches.
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