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Flood Control - LOMR - Truman Cove / Eagle Lakes - 7/30/2019July 30, 2019 THE HONORABLE STAN RIDGEWAY MAYOR, CITY OF EAGLE 660 EAST CIVIC LANE EAGLE, ID 83616 CASE NO.: 19-10-0975A COMMUNITY:CITY OF EAGLE, ADA COUNTY, IDAHO 160003COMMUNITY NO.: Washington, D.C. 20472 Federal Emergency Management Agency DEAR MR. RIDGEWAY: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed . Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, 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. Sincerely, LIST OF ENCLOSURES: LOMR-F DETERMINATION DOCUMENT (REMOVAL) Luis V. Rodriguez, P.E., Director Engineering and Modeling Division Federal Insurance and Mitigation Administration State/Commonwealth NFIP Coordinator Community Map Repository Region cc: Mr. Bryan Appleby ADDITIONAL INFORMATION REGARDING LETTERS OF MAP REVISION BASED ON FILL When making determinations on requests for Letters of Map Revision based on the placement of fill (LOMR-Fs), the Department of Homeland Security’s Federal Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Requesters should be aware that flood conditions may change or new information may be generated that would supersede FEMA's determination. In such cases, the community will be informed by letter. Requesters also should be aware that removal of a property (parcel of land or structure) from the Special Flood Hazard Area (SFHA) means FEMA has determined the property is not subject to inundation by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This does not mean the property is not subject to other flood hazards. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective National Flood Insurance Program (NFIP) map. The effect of a LOMR-F is it removes the Federal requirement for the lender to require flood insurance coverage for the property described. The LOMR-F is not a waiver of the condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement because the lender imposed the requirement. The property owner must request and receive a written waiver from the lender before canceling the policy. The lender may determine, on its own as a business decision, that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. The LOMR-F provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMR-F is not a building permit, nor should it be construed as such. Any development, new construction, or substantial improvement of a property impacted by a LOMR-F must comply with all applicable State and local criteria and other Federal criteria. If a lender releases a property owner from the flood insurance requirement, and the property owner decides to cancel the policy and seek a refund, the NFIP will refund the premium paid for the current policy year, provided that no claim is pending or has been paid on the policy during the current policy year. The property owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing his or her policy. The agent or company will then process the refund request. Even though structures are not located in an SFHA, as mentioned above, they could be flooded by a flooding event with a greater magnitude than the base flood. In fact, more than 25 percent of all claims paid by the NFIP are for policies for structures located outside the SFHA in Zones B, C, X (shaded), or X (unshaded). More than one-fourth of all policies purchased under the NFIP protect structures located in these zones. The risk to structures located outside SFHAs is just not as great as the risk to structures located in SFHAs. Finally, approximately 90 percent of all federally declared disasters are caused by flooding, and homeowners insurance does not provide financial protection from this flooding. Therefore, FEMA encourages the widest possible coverage under the NFIP. LOMRFENC-1 (LOMR-F Removal) The NFIP offers two types of flood insurance policies to property owners: the low-cost Preferred Risk Policy (PRP) and the Standard Flood Insurance Policy (SFIP). The PRP is available for 1- to 4-family residential structures located outside the SFHA with little or no loss history. The PRP is available for townhouse/rowhouse-type structures, but is not available for other types of condominium units. The SFIP is available for all other structures. Additional information on the PRP and how a property owner can quality for this type of policy may be obtained by contacting the Flood Insurance Information Hotline, toll free, at 1-800-427-4661. Before making a final decision about flood insurance coverage, FEMA strongly encourages property owners to discuss their individual flood risk situations and insurance needs with an insurance agent or company. The revisions made effective by a LOMR-F are made pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93-234) and are in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90-448) 42 U.S.C. 4001-4128, and 44 CFR Part 65. In accordance with regulations adopted by the community when it made application to join the NFIP, letters issued to revise an NFIP map must be attached to the community's official record copy of the map. That map is available for public inspection at the community's official map repository. Therefore, FEMA sends copies of all such letters to the affected community's official map repository. To ensure continued eligibility to participate in the NFIP, the community must enforce its floodplain management regulations using, at a minimum, the flood elevations and zone designations shown on the NFIP map, including the revisions made effective by LOMR-Fs. LOMR-Fs are based on minimum criteria established by the NFIP. State, county, and community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If the State, county, or community has adopted more restrictive and comprehensive floodplain management criteria, these criteria take precedence over the minimum Federal criteria. FEMA does not print and distribute LOMR-Fs to primary map users, such as local insurance agents and mortgage lenders; therefore, the community serves as the repository for LOMR-Fs. FEMA encourages communities to disseminate LOMR-Fs so that interested persons, such as property owners, insurance agents, and mortgage lenders, may benefit from the information. FEMA also encourages communities to prepare articles for publication in the local newspaper that describe the changes made and the assistance community officials will provide in serving as a clearinghouse for LOMR-Fs and interpreting NFIP maps. When a restudy is undertaken, or when a sufficient number of revisions occur on particular map panels, FEMA initiates the printing and distribution process for the panels and incorporates the changes made effective by LOMR-Fs. FEMA notifies community officials in writing when affected map panels are being physically revised and distributed. If the results of particular LOMR-Fs cannot be reflected on the new map panels because of scale limitations, FEMA notifies the community in writing and revalidates the LOMR-Fs in that letter. LOMR-Fs revalidated in this way usually will become effective 1 day after the effective date of the revised map. Your property has been reclassified as moderate-to-low flood risk. Your flood risk has been reduced but not removed. You may now qualify for a Preferred Risk Flood Insurance Policy with annual rates starting as low as $325. Keep your home—and everything inside of it—covered for less money. Contact your insurance agent to secure a lower-cost policy today. Protect the life you’ve built. Call 800-427-4661 or visit www.FloodSmart.gov Flooding 101: Did you know? • Flooding is the most common and costly disaster in the United States. Just 1 inch of flood water can cause $25,000 of damage to your home. • People outside of high-risk flood areas file more than 20% of NFIP claims and receive one-third of disaster assistance for flooding. • Most homeowners and renters insurance doesn’t cover flood damage. Only flood insurance provides financial protection from costly flooding. Stay covered. Save money. Talk to an agent today. For more information visit FloodSmart.gov. Case No.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 1 of 13 July 30, 2019 COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION COMMUNITY AFFECTED MAP PANEL NUMBER: 16001C0162H DATE: 2/19/2003 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 APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY:43.682976, -116.328144 SOURCE OF LAT & LONG: LOMA LOGIC DETERMINATION DOCUMENT (REMOVAL) LETTER OF MAP REVISION BASED ON FILL 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 This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill 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 revises 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 2 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL 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. 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 3 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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. 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 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 4 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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, 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: 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 5 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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 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 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 6 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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 I) X (shaded) ----2573.6 feet FILL RECOMMENDATION (This Additional Consideration applies to the preceding 7 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. 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 7 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 7 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. 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 8 of 13 July 30, 2019 COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION COMMUNITY AFFECTED MAP PANEL NUMBER: 16001C0162H DATE: 2/19/2003 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 APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY:43.682976, -116.328144 SOURCE OF LAT & LONG: LOMA LOGIC DETERMINATION DOCUMENT (REMOVAL) LETTER OF MAP REVISION BASED ON FILL 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 --2575.7 feet----X (shaded) Portion of Property (Parcel G) 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 REVISED BY LETTER OF MAP REVISION This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill 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 revises 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 9 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL 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. 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 10 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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. 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 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 11 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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, 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: 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 12 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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 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 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.: 19-10-0975ADate: LOMR-F Federal Emergency Management Agency Washington, D.C. 20472 Page 13 of 13 July 30, 2019 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) 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 H) X (shaded) ----2574.3 feet FILL RECOMMENDATION (This Additional Consideration applies to the preceding 2 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 2 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. REVISED BY LETTER OF MAP REVISION (This Additional Consideration applies to the preceding 2 Properties.) The effective National Flood Insurance Program map for the subject property, has since been revised by a Letter of Map Revision (LOMR) dated 1/16/2018. The 1/16/2018 LOMR has been used in making the determination/comment for the subject property. 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 626160595736373865646358BLOCK 15256W2574.3EPNG 7 6 . 6 9 NG 7 6 . 9 2 NG 7 6 . 6 8 NG 7 6 . 6 6 NG 7 6 . 7 7 NG 7 6 . 9 6 NG 7 6 . 1 9 N G 7 6 . 5 0 NG 7 6 . 7 3 NG 7 5 . 8 1 NG 7 5 . 7 0 NG 7 5 . 3 9 NG 7 3 . 5 6 NG 7 3 . 5 2 NG 7 4 . 4 7 NG 7 4 . 6 9 NG 7 4 . 6 0 NG 7 4 . 4 3 NG 7 4 . 4 9 N G 7 4 . 3 3 NG 7 4 . 4 7 NG 7 4 . 4 1 NG 7 4 . 1 0 NG 7 4 . 2 5 NG 7 4 . 6 4 NG 7 7 . 3 2 NG 7 4 . 6 9 N G 7 5 . 3 1 NG 7 7 . 5 0 NG 7 7 . 0 8 NG 7 4 . 1 6 NG 7 7 . 1 9 N G 7 6 . 7 5 NG 7 6 . 6 5 NG 7 4 . 2 5 NG 7 6 . 8 1 NG 7 4 . 3 6 NG 7 6 . 3 5 NG 7 4 . 5 8 NG 7 6 . 1 9 NG 7 6 . 5 0 N G 7 6 . 7 1 NG 7 4 . 6 9 NG 7 7 . 2 3 N G 7 6 . 8 5 NG 7 6 . 3 4 N G 7 6 . 7 8 NG 7 6 . 1 3 NG 7 6 . 6 5 NG 7 7 . 1 6 N G 7 6 . 2 4 N G 7 7 . 1 0 NG 7 6 . 3 7 N G 7 5 . 8 7 NG 7 5 . 8 8 NG 7 5 . 2 0 NG 7 7 . 0 2 NG 7 5 . 6 2 N G 7 5 . 5 1 NG 7 5 . 3 0 NG 7 5 . 4 7 NG 7 5 . 3 0 NG 7 4 . 3 3 NG 7 4 . 4 0 NG 7 6 . 6 0 NG 7 4 . 3 5 NG 7 4 . 4 5 N G 7 4 . 4 5 NG 7 6 . 2 9 NG 7 4 . 3 2 N G 7 4 . 1 8 NG 7 4 . 0 0 N G 7 6 . 4 0 N G 7 4 . 6 7 NG 7 6 . 0 5 N G 7 3 . 5 1 NG 7 3 . 6 6 N G 7 4 . 1 8 NG 7 6 . 3 4 NG 7 3 . 8 3 NG 7 5 . 6 8 N G 7 3 . 8 3 N G 7 5 . 8 7 NG 7 3 . 8 4 NG 7 5 . 5 9 NG 7 3 . 8 1 NG 7 3 . 9 1 NG 7 4 . 1 8 NG 7 5 . 7 3 NG 7 4 . 6 6 NG 74.41 NG 7 5 . 6 3 NG 74.37 NG 7 5 . 1 9 NG 74.45 N G 7 5 . 1 3 NG 7 4 . 3 3 NG 7 5 . 1 6 NG 7 4 . 4 4 NG 7 5 . 5 4 NG 7 4 . 3 1 NG 74.07NG 73.93NG 73.90NG 73.87 NG 7 4 . 3 2 NG 74.18NG 73.96 NG 7 4 . 4 5 NG 73.72 NG 7 4 . 9 2 N G 7 3 . 4 1 NG 7 4 . 9 3 NG 7 4 . 6 4 NG 7 4 . 6 7 NG 7 5 . 4 8 NG 7 4 . 8 5 N G 7 5 . 2 1 NG 7 4 . 7 1 NG 7 6 . 0 6 NG 7 4 . 6 8 NG 7 6 . 0 4 NG 7 4 . 6 0 NG 7 6 . 0 6 NG 7 5 . 2 7 NG 7 5 . 2 5 NG 7 5 . 0 3 NG 7 6 . 0 2 NG 7 4 . 9 4 NG 7 4 . 6 3 NG 7 5 . 8 0 NG 7 4 . 5 8 NG 7 5 . 8 3 NG 7 5 . 5 8 NG 7 4 . 4 0 NG 7 5 . 0 2 N G 7 5 . 0 8 N G 7 5 . 5 1 N G 7 4 . 9 2 NG 7 4 . 9 7 NG 7 4 . 8 5 NG 7 4 . 6 0 NG 7 5 . 0 9 NG 7 4 . 5 9 NG 7 5 . 8 9 NG 7 4 . 9 5 NG 7 5 . 1 7 NG 7 5 . 4 7 NG 7 5 . 7 3 NG 7 5 . 8 2 N G 7 4 . 9 4 NG 7 5 . 9 1 NG 7 4 . 8 9 NG 7 6 . 2 3 NG 7 6 . 0 8 N G 7 7 . 2 1 NG 7 5 . 9 5 NG 7 5 . 2 7 NG 7 4 . 4 9 NG 7 6 . 4 6 NG 7 6 . 7 3 NG 7 5 . 7 7 NG 7 7 . 0 4 NG 7 7 . 0 0 NG 7 6 . 6 7 NG 7 4 . 7 7 NG 7 6 . 8 3 NG 7 6 . 8 5 NG 7 6 . 5 7 N G 7 4 . 2 4 NG 7 6 . 5 8 NG 7 6 . 8 6 NG 7 6 . 1 0 NG 7 6 . 2 2 NG 7 5 . 9 0 N G 7 5 . 9 4 N G 7 6 . 0 0 NG 7 5 . 9 4 N G 7 5 . 8 3 N G 7 5 . 9 7 NG 7 5 . 5 7 NG 7 5 . 8 7 NG 7 5 . 4 3 NG 7 5 . 4 4 NG 7 5 . 4 0 NG 7 5 . 4 8 NG 7 5 . 6 7 NG 7 5 . 0 4 NG 7 5 . 5 1 NG 7 5 . 1 5 NG 7 5 . 3 8 NG 7 4 . 9 6 N G 7 4 . 5 6 NG 7 4 . 4 5 N G 7 4 . 9 1 NG 7 4 . 9 7 NG 7 4 . 9 4 NG 7 5 . 1 3 NG 7 5 . 2 4 NG 7 5 . 5 7 N G 7 5 . 7 0 NG 7 5 . 2 8 NG 7 5 . 6 4 NG 7 5 . 9 3 NG 7 6 . 2 8 NG 7 6 . 0 5 NG 7 6 . 4 4 NG 7 6 . 1 5 NG 7 5 . 5 6 NG 7 5 . 3 1 NG 7 5 . 2 8 NG 7 4 . 8 9 NG 7 4 . 8 9 NG 7 4 . 3 9 NG 7 5 . 0 3 NG 7 4 . 6 4 NG 7 4 . 7 8 NG 7 4 . 5 7 NG 7 5 . 2 2 N G 7 5 . 9 5 N G 7 5 . 5 6 NG 7 6 . 1 6 NG 7 4 . 2 7 NG 7 5 . 9 3 NG 7 5 . 9 0 N G 7 4 . 7 9 NG 7 4 . 6 7 NG 7 4 . 7 1 NG 7 4 . 8 5 NG 7 5 . 0 0 NG 7 4 . 9 9 NG 7 5 . 5 6 NG 7 4 . 9 0 NG 7 4 . 8 8 NG 7 4 . 9 0 NG 7 5 . 7 5 NG 7 5 . 6 3 NG 7 3 . 9 9 NG 7 5 . 3 4 NG 7 7 . 2 0 NG 7 7 . 3 7 NG 7 6 . 8 8 NG 7 4 . 8 0 NG 73.55NG 73.86 NG 7 5 . 5 0 N G 7 4 . 7 9 NG 74.03 NG 7 5 . 0 9 NG 7 4 . 5 9 NG 7 4 . 9 8 F L O O DW A Y B O U N D A R Y ( 2 0 0 3 ) F L O O D W A Y B O U N D A R Y ( 2 0 1 8 ) (L O M R 1 7 - 1 0 - 1 5 3 5 P )S. STELLAR COVE AVENUES. ANCONA LANE (PRIVATE)E. SHORE LANE (PRIVATE)existing pondexisting islandexisting pondE. RIVERSIDE DRIVEEAGLE WATER Co.WELL HOUSE No. 850050100TRUMAN COVE SUBDIVISIONCITY OF EAGLE, ADA COUNTY, IDAHO2019FEMA LETTER OF MAP REVISION - FILL (LOMR-F) EXHIBIT forBFE 2574CROSS-SECTION AG - 2574.3CROSS-SECTION AF - 2573.55(1O9$5( 68B',9,6,O13+$6( 2ZONE XZONE XZONE AEZONE AEZONE AEZONE AEZONE AEFLOODWAYBFE 2574BFE 2576CROSS-SECTION AH - 2576.5FEMA BASE FLOOD ELEVATION CONTOUR(NAVD 88 DATUM), TYPBFE 2573.8BFE 2574.1BFE 2574.0BFE 2573.7BFE 2574.3($*L( L$K(6 $3$570(17681'(5 CO16758C7,O1S. ANCONAAVENUEBFE 2575.3 *BFE 2575.1BFE 2574.1PARCEL "H"PARCEL "G"PARCEL "A"PARCEL "B"PARCEL "D"PARCEL "E"PARCEL "F"PARCEL "C"BFE 2574.2 *BFE 2574.2FEMA FLOODING SOURCE CROSS-SECTION(NAVD 88 DATUM), TYPEXISTING GROUND SPOT ELEVATION FROM1/29/2019 SURVEY (NAVD 88 DATUM), TYPLOWEST PARCEL SPOT ELEVATION(NAVD 88 DATUM), TYPEXISTING EFFECTIVE FEMA100-YEAR FLOODWAY LINEEXISTING EFFECTIVE FEMA100-YEAR FLOODPLAIN LINE, TYPAREA (PARCEL) REQUESTED TO BE REMOVEDFROM SPECIAL FLOOD HAZARD AREA (SFHA), TYPHIGHEST 100-YEAR FLOOD PLAIN BASEFLOOD ELEVATION ON DELINEATEDPARCEL (NAVD 88 DATUM), TYP"*" INDICATES EXTRAPOLATED 100-YEARFLOOD PLAIN BASE FLOOD ELEVATIONWITHIN ZONE X (NAVD 88 DATUM), TYP7/26/19PROPOSED TRUMAN COVE SUBDIVISIONNo. 2 & No. 3 LOT LINES, TYPPRIVATE ROADWAYPRIVATE ROADWAYPRIVATE ROADWAYPRIVATE ROADWAYPRIVATE ROADWAYPRIVATE ROADWAYPRIVATE ROADWAY NOTE:ALL 1/29/2019 SURVEYED NATURAL GROUND SPOT ELEVATIONS SHOWNARE A RESULT OF MASS GRADING ACTIVITIES PERFORMED IN SUMMER2018. CONSTRUCTION OF SUBDIVISION IMPROVEMENTS INCLUDING PAVEDROADWAYS, SIDEWALKS, ETC. ARE ANTICIPATED TO BE COMPLETED IN2019. RESIDENTIAL CONSTRUCTION IS ANTICIPATED TO START IN 2019.NG 7 3 . 8 5 NG 7 3 . 8 2 NG 7 3 . 8 8 NG 7 3 . 9 0PARCEL "I"BFE 2573.4