Flood Control - LOMA - Truman Cove #2 & #3 - 8/19/2020Case No.: 20-10-1019ADate: LOMA
Federal Emergency Management Agency
Washington, D.C. 20472
Page 1 of 6 August 19, 2020
APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY:43.682976, -116.328139
SOURCE OF LAT & LONG: LOMA LOGIC
COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION
COMMUNITY
AFFECTED
MAP PANEL
NUMBER: 16001C0162J
DATE: 6/19/2020
FLOODING SOURCE: BOISE RIVER
CITY OF EAGLE, ADA COUNTY,
IDAHO
A portion of Parcel D , as shown on Record of Survey No. 10832, recorded
as Instrument No. 2017-019755, in the Office of the Recorder, Ada
County, Idaho
The portion of property is more particularly described by the following
metes and bounds:
COMMUNITY NO.: 160003
DATUM: NAD 83
DETERMINATION DOCUMENT (REMOVAL)
LETTER OF MAP AMENDMENT
DETERMINATION
STREET FLOOD
ZONE
LOWEST
LOT
ELEVATION
(NAVD 88)
BLOCK/
SECTION
SUBDIVISIONLOT
OUTCOME 1% ANNUAL
CHANCE
FLOOD
ELEVATION
(NAVD 88)
LOWEST
ADJACENT
GRADE
ELEVATION
(NAVD 88)
WHAT IS
REMOVED FROM
THE SFHA
--2573.9 feet----X
(shaded)
Portion of Property
(Parcel A)
2035 East Riverside
Drive
----
Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or
exceeded in any given year (base flood).
ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.)
LEGAL PROPERTY DESCRIPTION
DETERMINATION TABLE (CONTINUED)
FILL RECOMMENDATION
PORTIONS REMAIN IN THE SFHA
REISSUANCE
STATE LOCAL CONSIDERATIONS
This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for
the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have
determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent
chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject
property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply.
However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy
(PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed.
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this
determination. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll free at (877)
336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 3601 Eisenhower Ave
Ste 500, Alexandria, VA 22304-6426.
Luis V. Rodriguez, P.E., Director
Engineering and Modeling Division
Federal Insurance and Mitigation Administration
Case No.: 20-10-1019ADate: LOMA
Federal Emergency Management Agency
Washington, D.C. 20472
Page 2 of 6 August 19, 2020
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
LEGAL PROPERTY DESCRIPTION (CONTINUED)
Parcel A:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 119.69 feet to a 5/8” rebar with cap PLS 11574; Thence leaving said west line, S. 89°17’48” E.,
57.00 feet to a 5/8” rebar with cap PLS 11574 and the beginning of a tangent curve; Thence 36.48 feet along the
arc of a curve to the left, with a central angle of 40°11’44”, a radius of 52.00 feet, subtended by a chord bearing N.
70°36’20” E., 35.74 feet to a 5/8” rebar with cap PLS 11574; Thence S. 61°30’59” E., 34.30 feet PLS 11574;
Thence S. 00°42’12” W., 19.97 feet; Thence S. 89°17’48” E., 42.26 feet to the POINT OF BEGINNING; Thence
continuing S. 89°17’48” E., 76.83 feet; Thence S. 00°42’12” W., 350.00 feet; Thence N. 89°17’48” W., 68.49 feet;
Thence N. 28°56’06” W., 16.87 feet; Thence N. 00°42’12” E., 335.33 feet to the POINT OF BEGINNING.
Parcel B:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 336.60 feet; Thence leaving said west line, S. 89°17’48” E., 49.25 feet to the POINT OF
BEGINNING; Thence continuing S. 89°17’48” E., 85.75 feet; Thence S. 00°42’12” W., 137.22 feet and the
beginning of a tangent curve; Thence 39.88 feet along the arc of a curve to the left, with a central angle of
50°24’31”, a radius of 45.33 feet; subtended by a chord bearing S. 25°29’17” E., 38.61 feet; Thence S. 44°17’48”
E., 41.83 feet and the beginning of a tangent curve; Thence 8.27 feet along the arc of a curve to the right, with a
central angle of 25°37’19”, a radius of 18.50 feet, subtended by a chord bearing S. 31°29’08” E., 8.20 feet; Thence
S. 45°42’12” W., 89.85 feet; Thence N. 44°17’48” W., 72.57 feet and the beginning of a tangent curve; Thence
58.71 feet along the arc of a curve to the right, with a central angle of 45°00’00”, a radius of 74.75 feet, subtended
by a chord bearing N. 21°47’48” W., 57.21 feet; Thence N. 00°42’12” E., 167.75 feet to the POINT OF
BEGINNING.
Parcel C:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 119.69 feet to a 5/8” rebar with cap PLS 11574; Thence leaving said west line, S. 89°17’48” E.,
57.00 feet to a 5/8” rebar with cap PLS 11574 and the beginning of a tangent curve; Thence 36.48 feet along the
arc of a curve to the left, with a central angle of 40°11’44”, a radius of 52.00 feet, subtended by a chord bearing N.
70°36’20” E., 35.74 feet to a 5/8” rebar with cap PLS 11574; Thence S. 61°30’59” E., 34.30 feet to a 5/8” rebar
PLS 11574; Thence S. 00°42’12” W., 19.97 feet; Thence S. 89°17’48” E., 145.09 feet; Thence S. 0°42’12” W.,
308.13 feet; Thence S. 89°17’48” E., 5.70 feet to the POINT OF BEGINNING; Thence continuing S. 89°17’48” E.,
191.50 feet; Thence S. 37°37’25” E. 14.78 feet; Thence S. 00°42’12” W., 65.24 feet; Thence N. 89°17’48” W.,
200.67 feet; Thence N. 00°42’12” E., 76.83 feet to the POINT OF BEGINNING.
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the
FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency
Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500, Alexandria, VA 22304-6426.
Luis V. Rodriguez, P.E., Director
Engineering and Modeling Division
Federal Insurance and Mitigation Administration
Case No.: 20-10-1019ADate: LOMA
Federal Emergency Management Agency
Washington, D.C. 20472
Page 3 of 6 August 19, 2020
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
Parcel D:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 119.69 feet to a 5/8” rebar with cap PLS 11574; Thence leaving said west line, S. 89°17’48” E.,
57.00 feet to a 5/8” rebar with cap PLS 11574 and the beginning of a tangent curve; Thence 36.48 feet along the
arc of a curve to the left, with a central angle of 40°11’44”, a radius of 52.00 feet, subtended by a chord bearing N.
70°36’20” E., 35.74 feet to a 5/8” rebar with cap PLS 11574; Thence S. 61°30’59” E., 34.30 feet to a 5/8” rebar
PLS 11574; Thence S. 00°42’12” W., 19.97 feet; Thence S. 89°17’48” E., 145.09 feet; Thence S. 00°42’12” W.,
209.13 feet; Thence S. 44°17’48” E., 103.24 feet; Thence S. 89°17’48” E., 120.36 feet; Thence S. 58°29’37” E.,
53.70 feet; Thence S. 00°42’12” W., 63.67 feet to the POINT OF BEGINNING; Thence S. 89°17’48” E., 70.83 feet;
Thence S. 44°17’48” E. 8.49 feet; Thence S. 00°42’12” W., 150.67 feet; Thence N. 89°17’48” W., 76.83 feet;
Thence N. 00°42’12” E., 156.67 feet to the POINT OF BEGINNING.
Parcel E:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 555.67 feet; Thence leaving said west line, S. 89°17’48” E., 306.49 feet to the POINT OF
BEGINNING; Thence continuing S. 89°17’48” E., 171.67 feet; Thence S. 00°42’12” W., 117.67 feet; Thence N.
89°17’48” W., 171.67 feet; Thence N. 00°42’12” E., 117.67 feet to the POINT OF BEGINNING.
Parcel F:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 642.15 feet; Thence leaving said west line, S. 89°17’48” E., 154.59 feet to the POINT OF
BEGINNING; Thence N. 45°42’12” E., 74.93 feet; Thence S. 89°17’48” E., 32.75 feet; Thence S. 00°42’12” W.,
116.45 feet; Thence S. 89°17’48” E., 266.49 feet; Thence S. 00°42’12” W., 186.03 feet and the beginning of a
tangent curve; Thence 34.02 feet along the arc of a curve to the right, with a central angle of 78°45’00”, a radius of
24.75 feet, subtended by a chord bearing S. 40°04’42” W., 31.40 feet; Thence S. 79°27’12” W., 78.74 feet and the
beginning of a tangent curve; Thence 107.89 feet along the arc of a curve to the right, with a central of 22°30’00”, a
radius of 274.75 feet, subtended by a cord bearing N. 89°17’48” W., 107.20 feet; Thence N. 78°02’48” W., 104.03
feet and the beginning of a tangent curve; Thence 34.02 feet along the arc of a curve to the right, with a central
angle of 78°45’00”, a radius of 24.75 feet, subtended by a chord bearing N. 38°40’18” W., 31.40 feet; Thence N.
00°42’12” E., 168.28 feet and the beginning of a tangent curve; Thence 82.03 feet along the arc of a curve to the
left, with a central angle of 37°31’21”, a radius of 125.25 feet, subtended by a chord bearing N. 18°03’28” W., 80.57
feet to the POINT OF BEGINNING.
Parcel G:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the
FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency
Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500, Alexandria, VA 22304-6426.
Luis V. Rodriguez, P.E., Director
Engineering and Modeling Division
Federal Insurance and Mitigation Administration
Case No.: 20-10-1019ADate: LOMA
Federal Emergency Management Agency
Washington, D.C. 20472
Page 4 of 6 August 19, 2020
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 1105.06 feet; Thence leaving said west line, S. 89°17’48” E., 276.00 feet to the POINT OF
BEGINNING; Thence N. 00°42’12” E., 127.55 feet and the beginning of a tangent curve; Thence 144.68 feet along
the arc of a curve to the left, with a central angle of 24°51’30”, a radius of 333.47 feet, subtended by a chord bearing
S. 87°58’42” E., 143.55 feet; Thence N. 79°27’12” E., 56.58 feet and the beginning of a tangent curve; Thence
12.01 feet along the arc of a curve to the right, with a central angle of 19°48’00”, a radius of 34.75 feet, subtended
by a chord bearing N. 89°21’12” E., 11.95 feet and the beginning of a reverse curve; Thence 105.35 feet along the
arc if a curve to the left, with a central angle of 98°33’00”, a radius of 61.25 feet, subtended by a chord bearing N.
49°58’42” E., 92.84 feet; Thence N. 00°42’12” E., 153.31 feet; Thence N. 89°17’48” W., 35.50 feet; Thence N.
00°42’12” E., 54.00 feet; Thence S. 89°17’48” E., 122.89 feet; Thence S. 46°24’20” E., 39.67 feet; Thence S.
19°28’07” E., 28.76 feet; Thence S. 07°44’02” E., 54.59 feet; Thence S. 03°06’43” E., 54.12 feet; Thence S.
01°29’07” W., 54.01 feet; Thence S. 06°05’14” W., 54.24 feet; Thence S. 13°01’50” W., 70.44 feet; Thence S.
33°42’28” W., 15.28 feet; Thence N. 89°17’48” W., 73.48 feet; Thence S. 80°09’21” W., 39.47 feet; Thence S.
64°22’25” W., 145.60 feet; Thence S. 76°41’35” W., 19.93 feet; Thence N. 89°17’48” W., 64.00 feet; Thence N.
75°02’36” W., 33.02 feet; Thence N. 61°44’46” W., 36.09 feet to the POINT OF BEGINNING.
Parcel H:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 671.44 feet; Thence leaving said west line, S. 89°17’48” E., 20.00 feet to the POINT OF
BEGINNING; Thence S. 89°17’48” E., 93.38 feet and the beginning of a non-tangent curve; Thence 50.82 feet
along the arc of a curve to the right, with a central angle of 38°57’32”, a radius of 74.75 feet, subtended by a chord
bearing S. 18°46’34” E., 49.85 feet; Thence S. 00°42’12” W., 194.83 feet and the beginning of a tangent curve;
Thence 117.38 feet along the arc of a curve to the left, with a central angle of 109°48’08”, a radius of 61.25 feet,
subtended by a chord bearing S. 54°11’52” E., 100.22 feet and the beginning of a reverse curve; Thence 20.77 feet
along the arc of a curve to the right, with a central angle of 33°53’28”, a radius of 35.12 feet, subtended by a chord
bearing N. 84°55’20” E., 20.47 feet; Thence S. 78°02’48” E., 44.49 feet; Thence S. 00°42’12” W., 127.55 feet;
Thence N. 61°44’46” W., 27.62 feet; Thence N. 80°49’19” W., 59.96 feet; Thence S. 75°03’43” W., 154.60 feet;
Thence N. 50°24’08” W., 29.97 feet; Thence N. 00°42’12” E., 434.87 feet to the POINT OF BEGINNING.
Parcel I:
COMMENCING at a mag nail marking the NE corner of NE1/4 of the SW1/4 of Section 15, Township 4 North,
Range 1 East, Boise Meridian (C1/4 corner); Thence N. 89°43’28” W., coincident with the north line of said NE1/4
of the SW1/4, a distance of 1321.79 feet to a 5/8” rebar with cap PLS 12459 marking the NW corner of said NE1/4
of the SW1/4 (CW1/16 corner); Thence S. 00°42’12” W., coincident with the west line of said NE1/4 of the SW1/4,
a distance of 119.69 feet to a 5/8” rebar with cap PLS 11574; Thence leaving said west line, S. 89°17’48” E., 9.75
to the POINT OF BEGINIING; Thence continuing S. 89°17’48” E., 47.25 feet and the beginning of a tangent curve;
Thence 18.38 feet along the arc of a curve to the left, with a central angle of 20°15’08”, a radius of 52.00 feet,
subtended by a chord bearing N. 80°34’38” E., 18.28 feet; Thence S. 0°42’12” W., parallel with said west line of
the NE1/4 of the SW1/4, 39.63 feet and the beginning of a tangent curve; Thence 18.80 feet along the arc of a
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the
FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency
Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500, Alexandria, VA 22304-6426.
Luis V. Rodriguez, P.E., Director
Engineering and Modeling Division
Federal Insurance and Mitigation Administration
Case No.: 20-10-1019ADate: LOMA
Federal Emergency Management Agency
Washington, D.C. 20472
Page 5 of 6 August 19, 2020
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
curve to the right, with a central angle of 14°51’23”, a radius of 72.50 feet, subtended by a chord bearing S. 8°07’53”
W., 18.75 feet; Thence N. 89°17’48” W., 62.83 feet; Thence N. 0°42’12” E., parallel with said west line of the
NE1/4 of the SW1/4, 55.00 feet to the POINT OF BEGINNING.
DETERMINATION TABLE (CONTINUED)
LOWEST
LOT
ELEVATION
(NAVD 88)
LOWEST
ADJACENT
GRADE
ELEVATION
(NAVD 88)
1% ANNUAL
CHANCE
FLOOD
ELEVATION
(NAVD 88)
FLOOD
ZONE
SUBDIVISION STREETBLOCK/
SECTIONLOT
WHAT IS
REMOVED FROM
THE SFHA
OUTCOME
------2035 East Riverside
Drive
Portion of Property
(Parcel B)
X
(shaded)
----2573.8 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel C)
X
(shaded)
----2574.6 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel D)
X
(shaded)
----2575.0 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel E)
X
(shaded)
----2574.2 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel F)
X
(shaded)
----2574.4 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel G)
X
(shaded)
----2575.7 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel H)
X
(shaded)
----2574.3 feet
------2035 East Riverside
Drive
Portion of Property
(Parcel I)
X
(shaded)
----2573.6 feet
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the
FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency
Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500, Alexandria, VA 22304-6426.
Luis V. Rodriguez, P.E., Director
Engineering and Modeling Division
Federal Insurance and Mitigation Administration
Case No.: 20-10-1019ADate: LOMA
Federal Emergency Management Agency
Washington, D.C. 20472
Page 6 of 6 August 19, 2020
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
FILL RECOMMENDATION (This Additional Consideration applies to the preceding 9 Properties.)
The minimum NFIP criteria for removal of the subject area based on fill have been met for this request and
the community in which the property is located has certified that the area and any subsequent structure(s)
built on the filled area are reasonably safe from flooding. FEMA’s Technical Bulletin 10-01 provides guidance
for the construction of buildings on land elevated above the base flood elevation through the placement of fill.
A copy of Technical Bulletin 10-01 can be obtained by calling the FEMA Map Assistance Center toll free at
(877) 336-2627 (877-FEMA MAP) or from our web site at http://www.fema.gov/mit/tb1001.pdf. Although the
minimum NFIP standards no longer apply to this area , some communities may have floodplain management
regulations that are more restrictive and may continue to enforce some or all of their requirements in areas
outside the Special Flood Hazard Area .
PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the
preceding 9 Properties.)
Portions of this property, but not the subject of the Determination/Comment document, may remain in the
Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property
remains subject to Federal, State/Commonwealth, and local regulations for floodplain management.
REISSUANCE (This Additional Consideration applies to all properties in the LOMA DETERMINATION
DOCUMENT (REMOVAL))
The 2/19/2003, National Flood Insurance Program (NFIP) map has since been superseded by a new NFIP
map dated 6/19/2020, for this community. Therefore, this document issues a new determination for the
subject property based on the new 6/19/2020, NFIP map.
STATE AND LOCAL CONSIDERATIONS (This Additional Consideration applies to all properties in the
LOMA DETERMINATION DOCUMENT (REMOVAL))
Please note that this document does not override or supersede any State or local procedural or substantive
provisions which may apply to floodplain management requirements associated with amendments to State or
local floodplain zoning ordinances, maps, or State or local procedures adopted under the National Flood
Insurance Program.
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the
FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency
Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500, Alexandria, VA 22304-6426.
Luis V. Rodriguez, P.E., Director
Engineering and Modeling Division
Federal Insurance and Mitigation Administration