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Oklahoma County Assessor

Mapping/GIS Department
Locating land is fundamental to the tax mapping
process. Once land is located it must also be given its own unique "name".
This is called parcel identification. A good land description will
permanently and distinctly locate one and only one individual parcel of land. In
Oklahoma, land is described by written descriptions or legally recorded plats.
Written land descriptions may be based on the rectangular survey system
(also known as the township and range system), a metes and bound description or a
coordinate description system. This system is based on the idea of parallels and
meridians that circle the globe. The equator and all horizontal lines north and
south of it are known as parallels. The vertical lines which converge at the north
and south poles are known as meridians.
The rectangular survey system also has its own special meridians and
parallels throughout the United States. The meridians are known as
"principal" meridians. Each principal meridian has a parallel which goes
with it. These are known as "base" lines. The points where these two
meet are known as initial points. In Oklahoma, land described using this system is
referenced to either the Indian or the Cimarron Meridians. We also have
the original 1905 Government Lot Survey Books available.

Another set of lines is established at 24 mile
intervals north and south of the base line and at 24 mile intervals east and west of the
principal meridian. The east-west lines are called standard parallels or corrections
lines. They are one continuous, uninterrupted line. The north and south lines,
called guide meridians, are not continuous throughout their length. Because
meridians converge as they get closer to the poles, they must be broken at the base line
and at each standard parallel.

The guide meridians and standard parallels form a 24
mile square. Each of these 24 mile squares is divided into sixteen smaller units of
land called townships. A township is, as nearly as possible, six miles by six miles.
A row of townships extending north to south is called a range and a row east to
west is called a tier. Each township is further divided into 36 one mile square
areas called sections.

Sections can be subdivided as well. The
quarter section (160 Acres, 1/2 mile square), the half-quarter or eighth sections (80
Acres, 1/4 mile by 1/2 mile), and the quarter-quarter or sixteenth section (40 Acres, 1/4
mile by 1/4 mile). The quarter-quarter section is the minimum legal subdivision
under the general land laws but it is common to divide the subdivision further for
descriptive purposes.
Graphic land descriptions
are based on the recording or filing of maps. These descriptions are known as
"recorded map descriptions" or "legally recorded plats". Record
map descriptions are descriptions of parcels by reference to lot numbers (or letters)
and/or block numbers (or letters), and name or numerical designation given to a recorded
or filed map.
The County Assessor's office also uses aerial
photographs to locate and identify property. There are several types of aerial
photographs as listed below:
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Aerial Photographic Enlargement - is nothing more than a "blown-up" photograph. Neither
tilt nor relief displacement are removed for these photographs. Because of this, you
will not be able to make accurate measurements from the photo of from maps made from it.
These photos are helpful for inventory of parcels and locating structures.
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Rectified Aerial Photograph - is one in which distortions caused by tilt displacement have been
removed. The rectification process is accomplished by projecting the photo image
onto a flat surface that is tilted to eliminate the original tip and tilt of the aircraft.
The objective is to project the image back to its correct shape and scale.
Although relief displacement is not removed from rectified photographs, this type of
photography provides acceptable accuracy for assessment mapping in areas of relatively
flat terrain.
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Ortho-Photographs - look a lot like the other two types of aerial photographs.
However, it has the accuracy of a map drawn from ground survey information because tilt
and relief displacement have been eliminated. Measurements of a land surveyor on the
ground should "fit" when plotted on a
true-to-scale ortho-photograph.
Distances and area calculations on an ortho photograph are usually
extremely accurate, and
property lines will correspond closely to physical features.
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Digital Ortho-Photographs - is an ortho photograph scanned or created in a digital format.
These have the same accuracy as ortho photo sheets, but can be viewed and manipulated on
the computer, with the capability to zoom in or out. This also provides us a method
to lay property lines or any other data over the photo.
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GIS now a Reality.....
GIS or Geographic
Information Systems (GIS) has become a reality in our office. The initial base
maps are complete, covering all 720 square miles of Oklahoma County. We are now
maintaining and constantly updating new plats, sub-divisions and parcel splits
into our digital maps. A new law took effect this year requiring developers to
submit digital plats or sub-divisions in State Plane coordinates, this will help
streamline the process of integrating these plats with our existing digital
maps.
We
can now connect with our CAMA (Computer Automated Mass Appraisal)
system. We are able to retrieve data from the parcel or account number
as you view the map on the same screen. We are also able to search the
data on the CAMA system and produce the information on a map. This can
now be done both internally and on our GIS website.
We
also have new color digital aerial photographs, some of the most
accurate aerial photographs available, for all of Oklahoma County which
were taken in 2003, 2004, 2005 and 2006. We can overlay the digital maps on the color aerials to help
determine improvements to the property, land use, and other important
changes. The file formats consist of the original TIF's as well as
the converted Mr. SID files including one large mosaic SID file of the
entire county.

Our
mapping website features the digital maps and color aerial photos.
Searches can be performed by owner name, physical address, or account
number. Centerline data was also added to search by street intersection.
We will also be able to identify owners by buffer zones, like the 300
foot radius to notify property owners required for zoning changes. We
also have school districts, city boundaries, political districts as well
as flood plain and contour data. Queries can be
made by owner name, legal description, physical address, or account
number. Centerline data is also available to query by street
intersection. Upgrades to this site will be made on a continuous
basis.
Flood Hazard Mapping...Flood
Hazard Zone Designations
Per FEMA website taken 7/15/2004 -
Click here to access the
FEMA Website
What are the different flood hazard zone designations and what do
they mean?Zone A
Zone A is the flood insurance rate zone that corresponds to the
1-percent annual chance floodplains that are determined in the Flood
Insurance Study by approximate methods of analysis. Because detailed
hydraulic analyses are not performed for such areas, no Base Flood
Elevations or depths are shown within this zone. Mandatory flood
insurance purchase requirements apply.
Zone AE and A1-A30
Zones AE and A1-A30 are the flood insurance rate zones that
correspond to the 1-percent annual chance floodplains that are
determined in the Flood Insurance Study by detailed methods of
analysis. In most instances, Base Flood Elevations derived from the
detailed hydraulic analyses are shown at selected intervals within
this zone. Mandatory flood insurance purchase requirements apply.
Zone AH
Zone AH is the flood insurance rate zone that corresponds to the
areas of 1-percent annual chance shallow flooding with a constant
water-surface elevation (usually areas of ponding) where average
depths are between 1 and 3 feet. The Base Flood Elevations derived
from the detailed hydraulic analyses are shown at selected intervals
within this zone. Mandatory flood insurance purchase requirements
apply.
Zone AO
Zone AO is the flood insurance rate zone that corresponds to the
areas of 1-percent shallow flooding (usually sheet flow on sloping
terrain) where average depths are between 1 and 3 feet. Average
flood depths derived from the detailed hydraulic analyses are shown
within this zone. In addition, alluvial fan flood hazards are shown
as Zone AO on the Flood Insurance Rate Map. Mandatory flood
insurance purchase requirements apply.
Zone AR
Zone AR is the flood insurance rate zone used to depict areas
protected from flood hazards by flood control structures, such as a
levee, that are being restored. FEMA will consider using the Zone AR
designation for a community if the flood protection system has been
deemed restorable by a Federal agency in consultation with a local
project sponsor; a minimum level of flood protection is still
provided to the community by the system; and restoration of the
flood protection system is scheduled to begin within a designated
time period and in accordance with a progress plan negotiated
between the community and FEMA. Mandatory purchase requirements for
flood insurance will apply in Zone AR, but the rate will not exceed
the rate for an unnumbered Zone A if the structure is built in
compliance with Zone AR floodplain management regulations.
For floodplain management in Zone AR areas, the property owner is
not required to elevate an existing structure when making
improvements to the structure. However, for new construction, the
structure must be elevated (or floodproofed for non-residential
structures) so that the lowest floor, including basement, is a
minimum of 3 feet above the highest adjacent existing grade, if the
depth of the Base Flood Elevation (BFE) does not exceed 5 feet at
the proposed development site. For infill sites, rehabilitation of
existing structures, or redevelopment of previously developed areas,
there is a 3-foot elevation requirement regardless of the depth of
the BFE at the project site.
The Zone AR designation will be removed and the restored flood
control system will be shown as providing protection from the
1-percent annual chance flood on the National Flood Insurance
Program map upon completion of the restoration project and submittal
of all the necessary data to FEMA.
Zone A99
Zone A99 is the flood insurance rate zone that corresponds to areas
within the 1-percent annual chance floodplain that will be protected
by a Federal flood protection system where construction has reached
specified statutory milestones. No Base Flood Elevations or depths
are shown within this zone. Mandatory flood insurance purchase
requirements apply.
Zone D
The Zone D designation is used for areas where there are possible
but undetermined flood hazards. In areas designated as Zone D, no
analysis of flood hazards has been conducted. Mandatory flood
insurance purchase requirements do not apply, but coverage is
available. The flood insurance rates for properties in Zone D are
commensurate with the uncertainty of the flood risk.
Zone V
Zone V is the flood insurance rate zone that corresponds to areas
within the 1-percent annual chance coastal floodplains that have
additional hazards associated with storm waves. Because approximate
hydraulic analyses are performed for such areas, no Base Flood
Elevations are shown within this zone. Mandatory flood insurance
purchase requirements apply.
Zone VE
Zone VE is the flood insurance rate zone that corresponds to areas
within the 1-percent annual chance coastal floodplain that have
additional hazards associated with storm waves. Base Flood
Elevations derived from the detailed hydraulic analyses are shown at
selected intervals within this zone. Mandatory flood insurance
purchase requirements apply.
Zones B, C, and X
Zones B, C, and X are the flood insurance rate zones that correspond
to areas outside the 1-percent annual chance floodplain, areas of
1-percent annual chance sheet flow flooding where average depths are
less than 1 foot, areas of 1-percent annual chance stream flooding
where the contributing drainage area is less than 1 square mile, or
areas protected from the 1-percent annual chance flood by levees. No
Base Flood Elevations or depths are shown within this zone.
Insurance purchase is not required in these zones.
Acreage and Proportionate of the Soils
Provided by USDA - Natural
Resources Conservation Service Data Version Date 04/22/2004
Adobe .pdf format...requires the Adobe Acrobat Reader.

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Map Unit Symbol |
Map Unit Name |
Acres |
Percent |
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AhpA |
Ashport silty clay loam, 0 to 1 percent slopes, occasionally
flooded |
1,734 |
0.4 |
|
AmbE |
Amber very fine sandy loam, 5 to 15 percent slopes, rarely
flooded |
954 |
0.2 |
|
AshA |
Asher silty clay loam, 0 to 1 percent slopes, rarely flooded |
2,118 |
0.5 |
|
AspA |
Ashport silt loam, 0 to 1 percent slopes, occasionally flooded |
3,473 |
0.8 |
|
AstA |
Ashport silt loam, 0 to 1 percent slopes, frequently flooded |
8,489 |
1.8 |
|
BetA |
Bethany silt loam, 0 to 1 percent slopes |
1,573 |
0.3 |
|
BetB |
Bethany silt loam, 1 to 3 percent slopes |
1,264 |
0.3 |
|
BeUB |
Bethany-Urban land complex, 0 to 3 percent slopes |
4,851 |
1.1 |
|
CaaA |
Canadian fine sandy loam, 0 to 1 percent slopes, rarely flooded |
158 |
* |
|
CaUB |
Canadian-Urban land complex, 0 to 1 percent slopes, rarely
flooded |
304 |
* |
|
CoIC2 |
Coyle-Ironmound complex, 3 to 5 percent slopes, eroded |
604 |
0.1 |
|
CoUB |
Coyle-Urban land complex, 1 to 3 percent slopes |
620 |
0.1 |
|
CoyB |
Coyle loam, 1 to 3 percent slopes |
499 |
0.1 |
|
DalA |
Dale silt loam, 0 to 1 percent slopes, rarely flooded |
2,860 |
0.6 |
|
DAM |
Dams |
148 |
* |
|
DaUA |
Dale-Urban land complex, 0 to 1 percent slopes, rarely flooded |
1,580 |
0.3 |
|
DeDE |
Derby-Dougherty complex, 0 to 15 percent slopes |
1,703 |
0.4 |
|
DerB |
Derby loamy fine sand, 0 to 3 percent slopes |
659 |
0.1 |
|
DerE |
Derby loamy fine sand, 8 to 15 percent slopes |
1,299 |
0.3 |
|
DleA |
Dale silty clay loam, 0 to 1 percent slopes, rarely flooded |
374 |
* |
|
DSRG |
Darsil-Stephenville-Rock outcrop complex, 3 to 45 percent slopes |
934 |
0.2 |
|
DUDE |
Derby-Urban land-Dougherty complex, 0 to 15 percent slopes |
2,222 |
0.5 |
|
EasA |
Easpur loam, 0 to 1 percent slopes, occasionally flooded |
1,516 |
0.3 |
|
GaGA |
Gaddy-Gracemore complex, 0 to 1 percent slopes, frequently
flooded |
3,017 |
0.7 |
|
GcmA |
Gracemont silty clay, 0 to 1 percent slopes, frequently flooded,
overwash |
2,102 |
0.5 |
|
GmtA |
Gracemont fine sandy loam, 0 to 1 percent slopes, occasionally
flooded |
1,259 |
0.3 |
|
GraC |
Grainola silty clay loam, 3 to 5 percent slopes |
748 |
0.2 |
|
GrAD |
Grainola-Ashport complex, 0 to 8 percent slopes |
6,853 |
1.5 |
|
GrHC |
Grant-Huska complex, 1 to 5 percent slopes |
214 |
* |
|
GrIE |
Grainola-Ironmound complex, 3 to 12 percent slopes |
6,478 |
1.4 |
|
GrPB2 |
Grainola-Piedmont complex, 1 to 3 percent slopes, eroded |
1,242 |
0.3 |
|
GrPC2 |
Grainola-Piedmont complex, 3 to 5 percent slopes, eroded |
3,784 |
0.8 |
|
GUIE |
Grainola-Urban land-Ironmound complex, 3 to 12 percent slopes |
4,046 |
0.9 |
|
HarC |
Harrah fine sandy loam, 3 to 5 percent slopes |
36,372 |
7.9 |
|
HarC2 |
Harrah fine sandy loam, 3 to 5 percent slopes, eroded |
4,720 |
1.0 |
|
HarC4 |
Harrah fine sandy loam, 3 to 5 percent slopes, gullied |
703 |
0.2 |
|
HarG |
Harrah fine sandy loam, 3 to 45 percent slopes |
6,708 |
1.5 |
|
HaUC |
Harrah-Urban land complex, 3 to 5 percent slopes |
3,738 |
0.8 |
|
HiLA |
Hibsaw-Lomill complex, 0 to 1 percent slopes, occasionally
flooded |
489 |
0.1 |
|
IrCE |
Ironmound-Coyle complex, 5 to 15 percent slopes |
1,186 |
0.3 |
|
IrKD |
Ironmound-Kingfisher complex, 1 to 8 percent slopes |
544 |
0.1 |
|
KekA |
Keokuk very fine sandy loam, 0 to 1 percent slopes, rarely
flooded |
2,297 |
0.5 |
|
KeoA |
Keokuk very fine sandy loam, 0 to 1 percent slopes, occasionally
flooded |
1,120 |
0.2 |
|
KeUA |
Keokuk-Urban land complex, 0 to 1 percent slopes, rarely flooded |
493 |
0.1 |
|
KgIC |
Kingfisher-Ironmound complex, 1 to 5 percent slopes |
1,080 |
0.2 |
|
KowB |
Konawa fine sandy loam, 1 to 3 percent slopes |
2,729 |
0.6 |
|
KowD |
Konawa fine sandy loam, 3 to 8 percent slopes |
3,636 |
0.8 |
|
KowD2 |
Konawa fine sandy loam, 3 to 8 percent slopes, eroded |
2,698 |
0.6 |
|
KowD4 |
Konawa fine sandy loam, 3 to 8 percent slopes, gullied |
503 |
0.1 |
|
KrdA |
Kirkland silt loam, 0 to 1 percent slopes |
8,923 |
1.9 |
|
KrUA |
Kirkland-Urban land complex, 0 to 1 percent slopes |
9,616 |
2.1 |
|
KUIC |
Kingfisher-Urban land-Ironmound complex, 1 to 5 percent slopes |
412 |
* |
|
KwUD |
Konawa-Urban land complex, 1 to 8 percent slopes |
2,868 |
0.6 |
|
LarA |
Lawrie silt loam, 0 to 1 percent slopes, occasionally flooded |
1,672 |
0.4 |
|
LatG |
Latrass loam, 1 to 45 percent slopes |
1,408 |
0.3 |
|
LawA |
Lawrie loam, 0 to 1 percent slopes, rarely flooded |
752 |
0.2 |
|
LitB |
Littleaxe fine sandy loam, 1 to 3 percent slopes |
7,248 |
1.6 |
|
LitC |
Littleaxe fine sandy loam, 3 to 5 percent slopes |
1,911 |
0.4 |
|
LitC2 |
Littleaxe fine sandy loam, 3 to 5 percent slopes, eroded |
1,541 |
0.3 |
|
LomA |
Lomill silty clay loam, 0 to 1 percent slopes, occasionally
flooded |
1,085 |
0.2 |
|
LtUC |
Littleaxe-Urban land complex, 1 to 5 percent slopes |
2,607 |
0.6 |
|
LweA |
Lawrie silty clay loam, 0 to 1 percent slopes, occasionally
flooded |
912 |
0.2 |
|
LwfA |
Lawrie fine sandy loam, 0 to 1 percent slopes, occasionally
flooded |
1,209 |
0.3 |
|
LwUA |
Lawrie-Urban land complex, 0 to 1 percent slopes, rarely flooded |
1,970 |
0.4 |
|
M-W |
Miscellaneous water |
261 |
* |
|
MlfA |
Miller fine sandy loam, 0 to 1 percent slopes, occasionally
flooded, overwash |
257 |
* |
|
MllA |
Miller silty clay, 0 to 1 percent slopes, occasionally flooded |
2,189 |
0.5 |
|
NewB |
Newalla fine sandy loam, 1 to 3 percent slopes |
761 |
0.2 |
|
NewC2 |
Newalla fine sandy loam, 3 to 5 percent slopes, eroded |
575 |
0.1 |
|
NorB |
Norge silt loam, 1 to 3 percent slopes |
2,003 |
0.4 |
|
NorC |
Norge silt loam, 3 to 5 percent slopes |
1,142 |
0.2 |
|
NorC2 |
Norge silt loam, 3 to 5 percent slopes, eroded |
1,235 |
0.3 |
|
NoUC |
Norge-Urban land complex, 1 to 5 percent slopes |
6,689 |
1.5 |
|
PdHC |
Piedmont-Huska complex, 1 to 5 percent slopes |
1,214 |
0.3 |
|
PieC2 |
Piedmont silty clay loam, 3 to 5 percent slopes, eroded |
108 |
* |
|
PimB |
Piedmont silt loam, 1 to 3 percent slopes |
1,709 |
0.4 |
|
PimC |
Piedmont silt loam, 3 to 5 percent slopes |
1,874 |
0.4 |
|
PIT |
Pits |
1,882 |
0.4 |
|
PukA |
Pulaski fine sandy loam, 0 to 1 percent slopes, frequently
flooded |
1,885 |
0.4 |
|
PulA |
Pulaski fine sandy loam, 0 to 1 percent slopes, occasionally
flooded |
7,119 |
1.5 |
|
RenB |
Renfrow silt loam, 1 to 3 percent slopes |
5,854 |
1.3 |
|
RinB |
Renthin silt loam, 1 to 3 percent slopes |
5,638 |
1.2 |
|
RnnB |
Renthin silty clay loam, 1 to 3 percent slopes |
2,524 |
0.5 |
|
RnnC2 |
Renthin silty clay loam, 3 to 5 percent slopes, eroded |
12,425 |
2.7 |
|
RnUC |
Renthin-Urban land complex, 1 to 5 percent slopes |
23,889 |
5.2 |
|
SDGD4 |
Stephenville-Darsil-Gullied land complex, 3 to 8 percent slopes |
8,172 |
1.8 |
|
SDND |
Stephenville-Darsil-Newalla complex, 3 to 8 percent slopes |
59,971 |
13.0 |
|
SDND2 |
Stephenville-Darsil-Newalla complex, 3 to 8 percent slopes,
eroded |
10,135 |
2.2 |
|
StDC |
Stephenville-Darsil complex, 1 to 5 percent slopes |
24,810 |
5.4 |
|
StDC2 |
Stephenville-Darsil complex, 1 to 5 percent slopes, eroded |
4,253 |
0.9 |
|
StLC4 |
Stephenville-Littleaxe complex, 1 to 5 percent slopes, gullied |
376 |
* |
|
SUND |
Stephenville-Urban land-Newalla complex, 1 to 8 percent slopes |
12,351 |
2.7 |
|
TevD |
Teval loam, 3 to 8 percent slopes |
507 |
0.1 |
|
TevD2 |
Teval loam, 3 to 8 percent slopes, eroded |
267 |
* |
|
TlrB |
Teller fine sandy loam, 1 to 3 percent slopes |
1,356 |
0.3 |
|
TlrC |
Teller fine sandy loam, 3 to 5 percent slopes |
1,404 |
0.3 |
|
TlrC2 |
Teller fine sandy loam, 3 to 5 percent slopes, eroded |
819 |
0.2 |
|
TlrD |
Teller fine sandy loam, 5 to 8 percent slopes |
306 |
* |
|
TlUD |
Teller-Urban land complex, 1 to 8 percent slopes |
8,306 |
1.8 |
|
TriA |
Tribbey fine sandy loam, 0 to 1 percent slopes, frequently
flooded |
8,523 |
1.9 |
|
URB |
Urban land |
31,352 |
6.8 |
|
VanA |
Vanoss silt loam, 0 to 1 percent slopes |
171 |
* |
|
VanB |
Vanoss silt loam, 1 to 3 percent slopes |
405 |
* |
|
W |
Water |
8,998 |
2.0 |
|
WauA |
Waurika silt loam, 0 to 1 percent slopes |
120 |
* |
|
WtgA |
Watonga silty clay, 0 to 1 percent slopes, rarely flooded |
2,158 |
0.5 |
|
WuUA |
Watonga-Urban land complex, 0 to 1 percent slopes, rarely
flooded |
674 |
0.1 |
|
YaGA |
Yahola-Gaddy complex, 0 to 1 percent slopes, occasionally
flooded |
677 |
0.1 |
|
YahA |
Yahola fine sandy loam, 0 to 1 percent slopes, occasionally
flooded |
4,106 |
0.9 |
|
YaUA |
Yahola-Urban land complex, 0 to 1 percent slopes, protected |
2,543 |
0.6 |
|
ZanB |
Zaneis loam, 1 to 3 percent slopes |
1,127 |
0.2 |
|
ZanC |
Zaneis loam, 3 to 5 percent slopes |
657 |
0.1 |
|
ZanC2 |
Zaneis loam, 3 to 5 percent slopes, eroded |
536 |
0.1 |
|
ZaUC |
Zaneis-Urban land complex, 1 to 5 percent slopes |
660 |
0.1 |
|
|
|
459,802 |
99.10 |
E-Mail Mapping
Department
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