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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 1/25/2012 -
Click here to access the
FEMA Website
What are the different flood hazard zone designations and what do
they mean?
The zone designations shown on the FIRMs are defined below.
Zone A
Zone A is the flood insurance rate zone used for 1-percent-annual-chance
(base flood) floodplains that are determined for the Flood Insurance
Study (FIS) by approximate methods of analysis. Because detailed
hydraulic analyses are not performed for such areas, no Base Flood
Elevations (BFEs) or depths are shown in this zone. Mandatory flood
insurance purchase requirements apply.
Zone AE and A1-A30
Zones AE and A1-A30 are the flood insurance rate zones used for the
1-percent-annual-chance floodplains that are determined for the FIS by
detailed methods of analysis. In most instances, BFEs derived from the
detailed hydraulic analyses are shown at selected intervals in this
zone. Mandatory flood insurance purchase requirements apply. AE zones
are areas of inundation by the 1-percent-annual-chance flood, including
areas with the 2-percent wave runup, elevation less than 3.0 feet above
the ground, and areas with wave heights less than 3.0 feet. These areas
are subdivided into elevation zones with BFEs assigned. The AE zone will
generally extend inland to the limit of the 1-percent-annual-chance
Stillwater Flood Level (SWEL).
Zone AH
Zone AH is the flood insurance rate zone used for 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. BFEs derived from detailed hydraulic analyses are shown at
selected intervals within this zone. Mandatory flood insurance purchase
requirements apply.
Zone AO
AO zones are areas of sheet-flow shallow flooding where the potential
runup is less than 3.0 feet above an overtopped barrier crest (ΔR<3.0
feet). The sheet flow in these areas will either flow into another
flooding source (AE zone), result in ponding (AH zone), or deteriorate
because of ground friction and energy losses and merge into the X zone.
AO areas are designated with 1-, 2-, or 3-foot depths of flooding.
Zone AR
Zone AR is the flood insurance rate zone used for areas protected by
flood-control structures, such as levees, that are being restored. FEMA
will consider using the Zone AR designation 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
apply in Zone AR, but the rate will not exceed that of 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 existing structures when making improvements.
However, new structures must be elevated (or floodproofed for
nonresidential structures) so that the lowest floor, including the
basement, is at least 3 feet above the highest adjacent existing grade,
if the 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 base flood on the
National Flood Insurance Program
(NFIP) map when the restoration project is complete and all the
necessary data have been submitted to FEMA.
Zone A99
Zone A99 is the flood insurance rate zone used for 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 BFEs or depths are shown in 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. Flood insurance is optional and
available, and the flood insurance rates for properties in Zone D are
commensurate with the uncertainty of the flood risk.
Zone V and V1 - 30
Zone V and V1 - 30 designation is for coastal areas with a 1-percent or
greater chance of flooding and an additional velocity hazard associated
with storm waves (wave action). Because detailed hydraulic analyses are
not performed for such areas, no BFEs or depths are shown in this zone.
Mandatory flood insurance purchase requirements apply.
Zone VE
VE zones are coastal high hazard areas where wave action and/or
high-velocity water can cause structural damage during the base flood.
They are subdivided into elevation zones with BFEs assigned. VE zones
are identified using one or more of the following criteria for the base
flood conditions:
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The wave runup zone occurs where the (eroded) ground profile
is 3.0 feet or more below the 2-percent wave runup elevation
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The wave overtopping splash zone is the area landward of the
crest of an overtopped barrier, in cases where the potential
2-percent wave runup exceeds the barrier crest elevation by 3.0 feet
or more(ΔR>3.0 feet). (See Subsection D.2.8.2.)
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The breaking wave height zone occurs where 3-foot or greater
wave heights could occur (this is the area where the wave crest
profile is 2.1 feet or more above the total stillwater level).
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The primary frontal dune zone, as defined in 44 CFR Section
59.1 of the NFIP regulations.
For the Pacific Coast only:
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The high-velocity flow zone is landward of the overtopping
splash zone (or area on a sloping beach or other shore type), where
the product of depth of flow times the flood velocity squared (hv2)
is greater than or equal to 200 ft3/sec2.
Zone B and X (shaded)
Zones B and X (shaded) are areas of 0.2-percent-annual-chance
floodplain, areas of 1-percent-annual-chance (base flood) sheet flow
flooding with average depths of less than 1 foot, areas of base flood
stream flooding with a contributing drainage area of less than 1 square
mile, or areas protected from the base flood by levees. No BFEs or
depths are shown in this zone, and insurance purchase is not required
Zones C and X (unshaded)
Zones C and X (unshaded) are flood insurance rate zones used for areas
outside the 0.2-percent-annual-chance floodplain. No BFEs or depths are
shown in this zone, and insurance purchase is not required.
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 |
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AshA |
Asher silty clay loam, 0 to 1 percent slopes, rarely flooded |
2,118 |
0.5 |
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AspA |
Ashport silt loam, 0 to 1 percent slopes, occasionally flooded |
3,473 |
0.8 |
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AstA |
Ashport silt loam, 0 to 1 percent slopes, frequently flooded |
8,489 |
1.8 |
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BetA |
Bethany silt loam, 0 to 1 percent slopes |
1,573 |
0.3 |
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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 |
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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 |
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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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