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0 11th St CIV18-0003 Floodplain Volume Docs Revision Request/Correction to Comments `*ALL INFORMATION HIGHLIGHTED IN �� City of Atlantic Beach Building Department GRAY IS REQUIRED. jY 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: £1 I y c3 OCA I I Revision to Issued Permit OR Corrections to Comments Date: 4 0 8 !2- 1 Project Address: I < Contractor/Contact Name: ✓ * L k S Contact Phone: 9'D 4 - 3/(- 3° o Email: L_SGA 5 LIA,`"D e . Description of Proposed Revision/Corrections: t 5 .r.-0 o 4 \b,LJ.,n,L a 'KA-Y—S affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil proposed revision/corrections add additional square footage to original submittal? o Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ 5-2-J. O� r-►?iM%-rt- Revision/Plan Review Comments �d2e-A T" i t l `� ��' 6v4'r-R4. S RA-Qv' -s'7 T ( 5S�s . 1��r�.r Department Review Required: Building /Q—$6 e) Planning&Zoning Reviewed By Tree Administrator Public Works ,/01 Public Utilities 4 ( V v `z- Public Safety Date Fire Services Updated 10/17/18 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 PROPERTY INFORMATION FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.63 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form may be completed by the property owner,property owner's agent,licensed land surveyor,or registered professional engineer to support a request for a Letter of Map Amendment(LOMA),Conditional Letter of Map Amendment(CLOMA),Letter of Map Revision Based on Fill(LOMR-F),or Conditional Letter of Map Revision Based on Fill(CLOMR-F)for existing or proposed,single or multiple lots/structures. In order to process your request,all information on this form must be completed in its entirety,unless stated as optional. Incomplete submissions will result in processing delays. Please check the item below that describes your request: ❑ LOMA A letter from DHS-FEMA stating that an existing structure or parcel of land that has not been elevated by fill(natural grade)would not be inundated by the base flood. ❑ CLOMA A letter from DHS-FEMA stating that a proposed structure that is not to be elevated by fill(natural grade)would not be inundated by the base flood if built as proposed. ❑ LOMR-F A letter from DHS-FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. A letter from DHS-FEMA stating that a parcel of land or proposed structure that will be elevated by fill Q CLOMR-F would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is built as proposed. Fill is defined as material from any source(including the subject property)placed that raises the ground to or above the Base Flood Elevation(BFE). The common construction practice of removing unsuitable existing material(topsoil)and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program(NFIP)map showing the area in a Special Flood Hazard Area(SFHA)is considered natural grade. Has fill been placed on your property to raise ground that was previously below the BFE? ❑ Yes No If yes,when was fill placed? mm/dd/yyyy Will fill be placed on your property to raise ground that is below the BFE? Q Yes' ❑ No If yes,when will fill be placed? 12/01/2019 mm/dd/yyyy *If yes,Endangered Species Act(ESA)compliance must be documented to FEMA prior to issuance of the CLOMR-F determination(please refer page 4 to the MT-1 instructions). 1. Street Address of the Property(if request is for multiple structures or units,please attach additional sheet referencing each address and enter street names below): 11th Street and Linkside Drive 2. Legal description of Property(Lot,Block,Subdivision or abbreviated description from the Deed): Replat of Selva Lakes in sections 16 & 17, T2S, R29E, Atlantic Beach, Duval County. 3. Are you requesting that a flood zone determination be completed for(check one): ❑ Structures on the property? What are the dates of construction? (MM/YYYY) • A portion of land within the bounds of the property?(A certified metes and bounds description and map of the area to be removed,certified by a licensed land surveyor or registered professional engineer,are required.For the preferred format of metes and bounds descriptions,please refer to the MT-1 Form 1 Instructions.) ❑ The entire legally recorded property? 4. Is this request for a(check one): ❑ Single structure ❑ Single lot // ❑ Multiple structures(How many structures are involved in your request?List the number: ) �� Q Multiple lots(How many lots are involved in your request?List the number: 5 ) DHS-FEMA Form 086-0-26,FEB 11 Property Information Form MT-1 Form 1 Page 1 of 2 In addition to this form(MT-1 Form 1),please complete the checklist below. ALL requests must include one copy of the following: Copy of the effective FIRM panel on which the structure and/or property location has been accurately plotted(property inadvertently located in the NFIP regulatory floodway will require Section B of MT-1 Form 3) Copy of the Subdivision Plat Map for the property(with recordation data and stamp of the Recorder's Office) OR ❑ Copy of the Property Deed(with recordation data and stamp of the Recorder's Office),accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses. The map should include at least one street intersection that is shown on the FIRM panel. ❑� Form 2—Elevation Form. If tfie request is to remove the structure,and an Elevation Certificate has already been completed for this property,it may be submitted in lieu of Form 2. If the request is to remove the entire legally recorded property,or a portion thereof,the lowest lot elevation must be provided on Form 2. ❑ Please include a map scale and North arrow on all maps submitted. For LOMR-Fs and CLOMR-Fs,the following must be submitted in addition to the items listed above: O Form 3—Community Acknowledgment Form For CLOMR-Fs,the following must be submitted in addition to the items listed above: j Documented ESA compliance,which may include a copy of an Incidental Take Permit,an Incidental Take Statement,a"not likely to adversely affect" determination from the National Marine Fisheries Service(NMFS)or the U.S.Fish and Wildlife Service(USFWS),or an official letter from NMFS or USFWS concurring that the project has"No Effect"on proposed or listed species or designated critical habitat.Please refer to the MT-1 instructions for additional information. Please do not submit original documents. Please retain a copy of all submitted documents for your records. DHS-FEMA encourages the submission of all required data in a digital format(e.g.scanned documents and images on Compact Disc(CD)). Digital submissions help to further DHS-FEMA's Digital Vision and also may facilitate the processing of your request. Incomplete submissions will result in processing delays.For additional information regarding this form,including where to obtain the supporting documents listed above,please refer to the MT-1 Form Instructions located at http://www.fema.gov/plan/prevent/fhm/dl_mt-l.shtm. Processing Fee(see instructions for appropriate mailing address;or visit http://www.fema.gov/fhm/frm_fees.shtm for the most current fee schedule) Revised fee schedules are published periodically,but no more than once annually,as noted in the Federal Register. Please note: single/multiple lot(s)/structure(s)LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: ❑$325(single lot/structure LOMR-F following a CLOMR-F) ❑$425(single lot/structure LOMR-F) ❑$500(single lot/structure CLOMA or CLOMR-F) Q$700(multiple lot/structure LOMR-F following a CLOMR-F,or multiple lot/structure CLOMA) ❑$800(multiple lot/structure LOMR-F or CLOMR-F) Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to: National Flood Insurance Program. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Applicant's Name(required): Laura Ferrante Company(if applicable): Selva Preserve, LLC Mailing Address(required): Daytime Telephone No.(required): (904) 333-5944 248 Levy Road Atlantic Beach,Florida 32233 E-Mail Address(optional):El By checking here you may receive Fax o.(. .nal): correspondence electronically at the email address provided): �� .I Date(required) 06/01/2019 Signature of Applicant(required) OHS-FEMA Form 086-0-26,FEB 11 Property Information Form MT-1 Form 1 Page 2 of 2 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 ELEVATION FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A DHS-FEMA National Flood Insurance Program(NFIP)Elevation Certificate may be submitted in lieu of this form for single structure requests. For requests to remove a structure on natural grade OR on engineered fill from the Special Flood Hazard Area(SFHA),submit the lowest adjacent grade(the lowest ground touching the structure),including on attached deck or garage.For requests to remove an entire parcel of land from the SFHA,provide the lowest lot elevation; or,if the request involves an area described by metes and bounds,provide the lowest elevation within the metes and bounds description.All measurements are to be rounded to nearest tenth of a foot. In order to process your request,all information on this form must be completed in its entirety. Incomplete submissions will result in processing delays. 1. NFIP Community Number: Property Name or Address: 2. Are the elevations listed below based on ❑existing or 0 proposed conditions? (Check one) 3. For the existing or proposed structures listed below,what are the types of construction? (check all that apply) ❑crawl space❑■ slab on grade ❑basement/enclosure ❑other(explain) 4. Has DHS-FEMA identified this area as subject to land subsidence or uplift?(see instructions) ❑Yes No If yes,what is the date of the current re-leveling? / (month/year) 5. What is the elevation datum?❑NGVD 29 ❑Q NAVD 88 ❑Other(explain) If any of the elevations listed below were computed using a datum different than the datum used for the effective Flood Insurance Rate Map (FIRM)(e.g.,NGVD 29 or NAVD 88),what was the conversion factor? Local Elevation+/-ft.=FIRM Datum 6. Please provide the Latitude and Longitude of the most upstream edge of the structure(in decimal degrees to the nearest fifth decimal place). Indicate Datum: ❑WGS84 ❑NAD83 ❑NAD27 Lat. Long. Please provide the Latitude and Longitude of the most upstream edge of the property(in decimal degrees to the nearest fifth decimal place): Indicate Datum: ❑WGS84 ■❑NAD83 ❑NAD27 Lat. 3 cj2o j'a" Long.?, 74,' ( r' Lowest Address Lot Number Block Lowest Lot Adjacent Base Flood BFE Source Number Elevation' Grade To Elevation Structure 1 7.0 FEMA 2 7.0 This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Email: Fax No. Signature: Date: `For requests involving a portion of property,include the lowest ground elevation within the metes and bounds description. Seal (optional Please note:If the Lowest Adjacent Grade to Structure is the only elevation provided,a determination will be issued for the structure only. OHS-FEMA Form 086-0-26A, FEB 11 Elevation Form MT-1 Form 2 Page 1 of 2 Continued from Page 1. Lowest Adjacent Address Lot Number Block Number Lowest Lot Grade To Base Flood BFE Source Elevation• Structure Elevation 3 7.0 FEMA 4 7.0 FEMA 5 7.0 FEMA This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Email: Fax No. Signature: Date: •For requests involving a portion of property,include the lowest ground elevation within the metes and bounds description. Seal(optional) Please note:If the Lowest Adjacent Grade to Structure is the only elevation provided,a determination will be issued for the structure only. • •• /bet,. DHS-FEMA Form 086-0-26A, FEB 11 Elevation Form MT-1 Form 2 Page 2 of 2 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O,M.B.NO.1660-0015 COMMUNITY ACKNOWLEDGMENT FORM Expires February 2$,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.38 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security, Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form must be completed for requests involving the existing or proposed placement of fill(complete Section A)OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The six digit NFIP community number and the subject property address must appear in the spaces provided below. Incomplete submissions will result in processing delays.Please refer to the MT-1 instructions for additional information about this form. c+ Community Number: 120075 Property Name or Address: S@IVa Preserve 2 A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMR-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirement that no fill be placed in the regulatory floodway,and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. For Conditional LOMR-F requests,the applicant has or will document Endangered Species Act(ESA)compliance to FEMA prior to issuance of the Conditional LOMR-F determination.For LOMR-F requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process.Section 9 of the ESA prohibits anyone from"taking"or harming an endangered species. If an action might harm an endangered species,a permit is required from U.S.Fish and Wildlife Service or National Marine Fisheries Service under Section 10 of the ESA. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2)of the ESA will be submitted.In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by DHS-FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to DHS- FEMA for a possible map revision. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Dan Arlington, Building Official 904-247-5813 Community Name: Community Official's Signature: (required) Date: City of Atlantic Beach IDS %. c� 4 o1_1 a. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewis request for a LOMA. We understand that this request is being forwarded to DHS-FEMA to determine if this property has been inadverteded in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory f� . We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. 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Or POMO No t-14-306 I OR A PORTION OF SECTIONS 16 AND 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA. BEING A PORTION OF THOSE LANDS DESC RIB ED IN OFFIC IAL RECORDS VOLUME 8373, PAGE 820, OF THE CURRENT PUB LIC REC ORDS OF SAID DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESC RIB ED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSEC TION OF THE WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD (A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED); WITH THE NORTHERLY RIGHT OF WAY LINE OF 1 1 th STREET (A VARIAB LE WIDTH RIGHT OF WAY); THENCE SOUTH 83'42'00" WEST, ALONG THE NORTHERLY RIGHT OF WAY OF SAID 11TH STREET, A DISTANCE OF 300.00 FEET TO THE SOUTHWESTERLY CORNER OF THOSE LANDS DESC RIB ED IN OFFIC IAL REC ORDS BOOK .528, PAGE 283 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE CONTINUE SOUTH 83'42'00" WEST, ALONG LAST SAID RIGHT OF WAY LINE, A DISTANCE OF 175.00 FEET. TO THE POINT OF CURVE, SAID POINT BEING AT THE INTERSECTION OF THE NORTHERLY RIGHT OF WAY LINE OF SAID 11TH STREET WITH THE EASTERLY RIGHT OF WAY LINE OF LINKSIDE DRIVE (A VARIABLE WIDTH RIGHT OF WAY) AS SHOWN ON THE PLAT OF SELVA LINKSIDE UNIT NO. 1 , AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A, OF THE CURRENT PUB LIC REC ORDS OF SAID DUVAL COUNTY; THENCE ALONG A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.27 FEET, HAVING A CHORD BEARING AND DISTANCE OF NORTH 51'18'00" WEST, 35.36 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 06'18'00" WEST, A DISTANCE OF 35.00 FEET TO THE POINT OF CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 120.00 FEET; THENCE ALONG LAST SAID CURVE, AN ARC LENGTH OF 67.02 FEET, HAVING A CHORD BEARING AND DISTANCE OF NORTH 22'18'00" WEST 66. 15 FEET TO THE POINT OF REVERSE CURVE, SAID CURVE BEING CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 116.85 FEET; THENCE ALONG SAID CURVE, AN ARC LENGTH OF 28.55 FEET, A CHORD BEARING AND DISTANCE OF NORTH 31' 18'00" WEST, 28.48 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENC E NORTH 24'18'00" WEST, A DISTANCE OF 160.2.4 FEET TO THE POINT OF CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 200.00 FEET; THENCE ALONG SAID CURVE, AN ARC LENGTH OF 80.52 FEET, A CHORD BEARING AND DISTANCE OF NORTH 35'50'00" WEST, 79.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING THE SOUTHERLY CORNER OF TRACT "A". AS SHOWN ON SAID PLAT OF SELVA LINKSIDE UNIT NO. 1 ; THENCE NORTH 27°50'31 "/ ST, ALONG THE EASTERLY LINE OF SAID TRACT "A", A DISTANCE OF Wb,,Q4 FEET; THENCE NORTH 74' 19'40" WEST, ALONG THE NORTHERLY LINE";,, SAID TRACT "A", A DISTANCE OF 140.00 FEET; TO THE NORTHWESTE' °� CORNER OF TRACT "A", SELVA LINKSIDE, UNIT No.1 , PLAT BOOK 44 ® PAGE 23 AND 23A OF SAID PUB LIC REC ORDS, SAID POINT BEING THE POINT OF BEGINNING OF HEREIN DESCRIBED PARCEL; THENCE SOUTH fr 83°54'53" WEST ALONG THE SOUTH LINE OF LOT 5, SELVA PRESERVE II, PLAT BOOK 73, PAGES 183- 185, OF SAID PUB LIC RECORDS, 8.93 FEET; THENCE DEPARTING LAST SAID LINE NORTH 22'01 '55" WEST, 15.00 FEET; THENCE NORTH 00'00'00" EAST, 13.25 FEET; THENC E NORTH 20'35' 10" WEST, 53.77 FEET; THENCE NORTH 87°36'43" EAST, 18.17 FEET; THENCE SOUTH 60'55'25" EAST, 7.79 FEET; THENC E SOUTH 33'57'09" EAST, 20.99 FEET; THENCE SOUTH 31'21 '00" EAST, 18.17 FEET; THENCE SOUTH 65'32' 12" EAST, 4.57 FEET; THENC E NORTH 02°20'07" EAST, 18.56 FEET; THENCE NORTH 01°11 '33" WEST, 36.34 FEET; THENCE NORTH 12'05'03" WEST, 10.84 FEET; THENC E NORTH 29'43'21 " WEST, 12.20 FEET; THENCE NORTH 29°50'12" WEST, 23.56 FEET; THENCE NORTH 13°17' 13" WEST, 21 .39 FEET; THENC E NORTH 07°35'16" WEST, 5.73 FEET; THENCE SOUTH 64°46'44" WEST, 14.21 FEET; THENCE NORTH 82'52'07" WEST, 12.20 FEET; THENC E NORTH 47'15'53" WEST, 6.69 FEET; THENCE NORTH 35°06'36" WEST, 12.49 FEET; THENCE NORTH 51'44'28" WEST, 15.89 FEET; THENC E NORTH 66°01 '06" WEST, 11 .18 FEET; THENCE SOUTH 00°00'00" EAST, 18.17 FEET; THENCE SOUTH 27'23'11 " WEST, 11 .51 FEET; THENC E NORTH 59°59'46" WEST, 13.52 FEET TO THE WEST LINE OF SELVA PRESERVE II, MAP BOOK 71 , PAGES 183-185 OF SAID PUB LIC REC ORDS; THENCE DEPARTING LAST SAID LINE NORTH 12'03'25" WEST, ALONG THE WESTERLY LINE OF SELVA PRESERVE II, 246.31 FEET TO THE NORTHWEST CORNER OF LOT 1 , MAP BOOK 73, PAGES 183-185, SELVA PRESERVE H; THENCE DEPARTING LAST SAID LINE NORTH 80°43'12" EAST, 86.22 FEET; THENCE NORTH 80'39'44" EAST, 53.65 FEET; THENCE SOUTH 56° 17' 10" EAST, 8. 18 FEET; THENCE SOUTH 10°27'02" EAST, 50.04 FEET; THENCE SOUTH 35'04'17" WEST, 17.11 FEET; THENCE SOUTH 50°24'54" WEST, 11 .29 FEET; THENCE SOUTH 11°04'01 " EAST, 72.89 FEET; THENCE SOUTH 10'17'45" WEST, 8.46 FEET; THENCE SOUTH 11°59'23" EAST, 160.19 FEET; THENCE SOUTH 29'01 '58" EAST, 70.13 FEET; THENCE SOUTH 08'07'22" WEST, 8.03 FEET; THENCE SOUTH 7Z44'38" WEST, 11 .48 FEET; THENCE SOUTH 76'46'50" WEST, 36. 11 FEET TO THE POINT OF BEGINNING. CONTAINING 0.92 AC RES MORE OR LESS. ®,% C .,;4.;'',;, ',_. Building Permit Application Updated 10/9/18 lrM', .z: ;', City of Atlantic Beach Building Department **ALL INFORMATION .' 14'1 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY `•-.` rt yr IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: L. t t't-le- LL - 0 r, -Spur' Permit Number: Legal Description 5 Gt"4.--' kat--1 - S e 1 v 6-- P r"p`\ tjQ_ n RE# Valuation of Work(Replacement Cost)$ "' Heated/Cooled SF Nan Heated/Cooled • Class of Work: KNew DAddition DAlteration DRepair LJMove ❑Demo DPool DWindow/Door • Use of existing/proposed structure(s): ❑Commercial liResidential • If an existing structure, is a fire sprinkler system installed?: DYes INo • Will tree(s)be removed in association with proposed project? DYes(must submit separate Tree Removal Permit) ONo Describe in detail the type of work to be performed: p itt�� i ©t"-� G.".. 1�f 5 ,coditutz, ,on a4- L( ,�kst Q•-, Florida Product Approval# for multiple products use product approval form Property Owner Information p Name 5 C..( trc_. P 7-4-- tl:V c.Q LL(- Address Z d 8 L L u : 4 — City A.1--i 4i c__ 13 Cca.,-Lt State rl Zip ,z.2.3 3 Phone E-Mail La) its- 4-erf/c)-u.. '.,e aoL: (..O frk Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) - i,,- ›- _fe..-r-v[.-s\/te Contractor Information `��,i Name of Company - Qualify.isgicgentAddress _ Oily' State Zip Office Phone Job t..:D pact Number State Certification/Registration# Architect Name& Phone# Engineer's Name& Phone# __ P < < � .. — le— Workers Compensation Insurer q� _OR Exempt❑ Expiration Date Application is hereby made to obtain p r to d th Oo and installations as indicated. I certify that no work or installation has commenced prior to the issuance f it an ha II work will be performed to meet the standards of all the laws regulating construction in this jurisdiction�nderstand tha a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAES,telCERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be ad tional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. II "INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORtY RECORDING YOUR NOTICE OF COMMENCEMENT. �c – – - -- - — — O^ te (Signature of Owncr or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this—_day of ,by_ __ — ,_ ,by (Signature of Notary) (Signature of Notary) O Personally Known OR [ )Personally Known OR ( 1 Produced Identification f j Produced Identification Type of Identification: -- Type of Identification:— __- J. L & A4' o4e4, f' • Design and Consulting Engineers March 25, 2021 Mr. Steve Swann, P.E. City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233-5445 Subject: Selva Preserve II Engineer's Project 1811 Dear Mr. Swann: As you know, we are finally getting to the finish line. We are requesting final approval of our subdivision plans so we can start construction for the necessary infrastructure and apply to FEMA for a map revision based on fill. Therefore, we are attaching the following: 1. Plans for the subdivision 2. Signed and sealed calculation showing amount of volume of fill in the flood plain 3. Blank FEMA Community Acknowledgment Form requiring signature by Dan Arlington without any conditions. 4. Signed and sealed report showing sufficient available compensating volume in the ABCC area. We also included a Building Permit Application form being the most appropriate form for the work in hand. Please let us know if you need any additional information. S' ely, J. L cas & Associates, Inc. Jas M. Lucas, P.E. Prbsident cc. Laura Ferrante 0$4 C10,0 RECEIVED By Toni Gindlesperger at 2:37 pm, Mar 30, 2021 1305 Cedar Street • Jackson; Florida 32207 Phone: ;904) 396--3060 • Fax. (904) 396-3456 • Email: iucascad_<_-_ SELVA PRESERVE 2 FLOODPLAIN FILL AREA CALCULATION AREA 100 YR AVERAGE DEPTH FILL CUT FILL CUT NO. FLOOD EL NATURAL OF AREA AREA VOLUME VOLUME NOTES (FT) GRADE CUT/FILL (SF) (SF) (CF) (CF) 7.00 5.00 2.00 14170 0 28340.0 0.0 LOT 1 2 7.00 5.50 1.50 11985 0 17977.5 0.0 LOT 2 `t1tttttLtl:Y 11'Pl}Il t 111/llrrltlr 3 7 QO 6.50 0.50 11645 0 5822.5 0 0 LOT 3 ` .•• ... .. �,.,%, 4 7.00 6.50 0.50 7680 0 3840 0 0.0 LOT 4 N i l_ /837 5 7.00 5.90 1.10 11050 0 12155.0 0.0 LOT 5 ` SUM 68135.0 0.0 68135.0 0 _, t -'I- i e 2523.519 cy 1.56 Ac-ft s/� •" +• \\,..s.,.• �\° I'IIIr1 AL t,'' LOT FILL AREA FINISH AVERAGE DEPTH FILL CUT FILL CUT NO. FLOOR FLOOD OF AREA AREA VOLUME VOLUME NOTES (FT) PLANE CUT/FILL (SF) (SF) (CF) (CF) 9.90 7.00 1.40 7603 0 10644.2 0.0 LOT 1 2 9.90 7.00 1.40 7795 0 10913.0 0.0 LOT 2 3 9.50 7.00 1.00 7650 0 7650.0 0.0 LOT 3 4 9.20 7.00 0.70 6'680 0 5376.0 0.0 LOT 4 5 9.40 7.00 0.90��11050 0 9945 0 0.0 LOT 5 SUM �� 44528.2 0.0 44528.2 1649.193 cy �o RECEIVED By Toni Gindlesperger at 2:40 pm,Mar 30,2021 MILAM HOWARD NICANDRI 8, GI LLAM P.A. G.Alan Howard ahoward@-milamhoward.com March 16, 2021 VIA FEDEX Ms. Laura Ferrante Selva Preserve, LLC 248 Levy Road Atlantic Beach, Florida 32233 Re: Selva Preserve, LLC-Atlantic Beach Country Club • Dear Laura: Please find enclosed the original signed and sealed Memorandum provided by Gemini Engineering&Sciences, Inc., dated March 11, 2021, from Ki Hong Pak, PE to Mr. Steve Swann, City of Atlantic Beach, together with surveys, topos and supporting information for the above-referenced matter. Should you have any questions, please let me know. 10 S' ce �'' • G. Ala Howard ®A•,� GAH:jc 4% Enclosure CIO RECEIVED By Toni Gindlesperger at 2:41 pm,Mar 30,2021 www.milamhoward.corn 904 357 3660 • FOURTEEN EAST BAY STREET • JACKSONVILLE, Ft ,'-^ Memorandum ,--. Date: March 11, 2021 To Mr. Steve Swann. City of Atlantic Beach From. Ki Hong Pak, PE Subject Floodplain Compensation Calculations for the Atlantic Beach Country Club in the City of Atlantic Beach Florida Distribution: Mr. Robert Stone: Ms. Jaime Eaton: Mr. Alan Howard. Victoria Domogala; Jamie Monohan. PE; Project File This technical memorandum details the floodplain compensation calculations performed in association with the Atlantic Beach Country Club in the City of Atlantic Beach, Florida (Figure 1). This project involved the re-development of the existing Selva Marina Golf Course and Country Club. which included the addition of approximately two hundred single-family lots and reconfiguration of the golf course and clubhouse. The project was completed circa 2015. The analysis presented here is intended to provide greater transparency in the floodplain compensation volume calculations that have previously been developed for the site. The intent of the City's requirement to compensate. or to offset, cup-for-cup for fill in the 1-percent- annual-chance (100-year) floodplain is to maintain no net loss in the floodplain storage capacity. An equivalent (or greater) floodplain volume which was displaced by the project fill will need to have been created/excavated in the same hydraulically connected floodplain. The calculation process to address this requirement is to first quantify the displaced pre-project conditions floodplain storage volume followed by a calculation of the post-project conditions floodplain compensation volume, with the intent of the latter being equal to or greater than the former. A 100-year flood elevation ranging from 6.2 feet NAVD to 6.5 feet NAVD was utilized for these volume calculations, which is described in more detail below. Data provided to Gemini were assumed to reference NAVD therefore no additional vertical datum shifts were applied. 1) DETERMINATION OF 100-YEAR FLOOD ELEVATION A. The project site is shown on FEMA map panels 12031 C0406J, 12031C0407J, 12031 C0408J, and 12031 C0409J. with effective date of November 2, 2018. The property is affected by flooding from Sherman Creek and Sherman Creek Canal. These FloodI urance Rate Maps (FIRMS) present the Base Flood Elevations (BFEs) which have beer rr y ded to a whole foot which in this case is 7.0 feet NAVD. /� / B. The Floodway Data Table for Sherman Creek and Sherman Creek Canal .s that combined backwater effects from the Atlantic Ocean comprise a portion of the r . i ory BFE. Because floodplain volume associated with hurricane storm surge shout. • . factored into rainfall-runoff flooding for floodplain volume compensation purposes ranging from 6.2 to 6.5 feet NAVD were used. These `riverine- BFEs are presented in the effective Floodway Data Table in the effective Flood Insurance Study Report for Duval County. _ 4I i ....7(i 11 1 (.._:c ,,,) . __________ , 2950 Halcyon Lane, Suite 501 Jacksonville, Florida 32223 1 904.217.7485 www geminiengineering.com (RECEIVED By Toni Gindlesperger at 2:41 pm,Mar 30,2021 2) ESTIMATION OF SEASONAL HIGH GROUNDWATER TABLE Based on available data. the seasonal high groundwater table ranges between 0-1 foot below the natural ground elevation for the majority of the site. In lieu of extensive geotechnical surveys spanning an extended sampling period, a conservative estimate of 3.5 feet NAVD was used across the site to represent the seasonal high groundwater elevation. This elevation represents the lower elevation limit of potential floodplain compensation which could be credited. 3) DEVELOPMENT OF PRE-PROJECT CONDITIONS TERRAIN A. A digital terrain model was developed to represent the land surface on the property prior to construction activities. Potential data sources were evaluated and examined against pre- project aerial photography. This terrain model is comprised mostly of surveyed topography provided by Melrose Surveying and Mapping. Inc. B. The 2007 Duval County lidar data was sparingly used to fill any remaining gaps in the surveyed topography. The pre-project conditions terrain model is depicted in Figure 2. 4) DEVELOPMENT OF POST-PROJECT CONDITIONS TERRAIN A A digital terrain model was developed to represent the land surface on the property following completion of construction activities. generally representing topographic conditions after 2015. Similar to pre-project conditions, potential data sources were evaluated and examined against recent aerial photography. This terrain model is comprised of the following data sources a. Designed depression areas on the golf course, engineered by Taylor & White. Inc. b. Stormwater pond top-of-bank and normal water levels. and depression top-of bank elevations, based on project plans by Taylor & White. Inc. c. Lot grading taken from 'As-Built" surveys by Harold Eiland & Associates. d Topographic data taken from "As-Built surveys on the east side of Sherman Creek by Melrose Surveying & Mapping B. Additional topographic breaklines were developed. as necessary. to generate a reasonably seamless terrain. The post-project conditions terrain model is depicted in Figure 3. 5) FLOODPLAIN NET AVAILABLE STORAGE VOLUME CALCULATIONS Using ArcGIS tools. the pre- and post-project conditions terrains were compared in executing a cut/fill algorithm. Terrain elevations and extent of the comparison were limited 'Ail -d on the extent and elevations of the BFEs. as well as the estimation of the seasonal hig • - •water table. Also, we understand the City allows for floodplain compensation volume to be ed for within stormwater ponds however. the approach presented here does not spe t; differentiate stormwater pond compensation volumes compared with the remainder of development site. 91; Based on our methodology outlined above. the calculated net floodplain volume available on the subject property, encompassing the stormwater ponds and golf course. is 5,007 CY (Figure 4). Figures 5 and 6 provide conceptualized graphics of the calculations performed. If there are questions regarding the floodplain compensation calculations presented here. please feel free to contact me directly at 904.217.7485. Trfr .4 4( k.A s I 3 t. r.' • .. it! f� , 6! 'r v H F. `fr ° r i P �, t.,t.i ,3 .' gq aa -: ::: ,3�zi p.1 y,t,:?„.. W -6 dJ' t d .. Ocrarcvalk or s£. .. . t 1: .qtr P.3',7't= *-,r 4101 tom, - ''..11i, . t Phi. r del` .,. .: -T-,f. - O Q w t t E�' rA ~ y',"•."1t t , t SR ttu 1 1TCF: t 1( ' li ' �" F My� ro 3 irtl- t ''-''"i''''' u'€ c i&, �sf < �+ t Gt 7 . .#' t � �" �: rim fi,tN }} t: 3 `r f,'PTL 5 t.. J t ; — M aryl, - ?P.M ., II t . �it+ ''� eq e _ �`4.•••.,ra5' ,: �B ches ` ;� .- - - L th " ,. . ,r ' M21r1Qrla .: i r SE 'iP!T' - y lr.yRdGarden tet € �° .t L7'7„ Crmcter}r � t »te, -1 T . ,, . , ._ . ' •'!''.1,,,,,,I.-.1,.,,,., ',,, '.;!".':.0,1..;'','..-'...:r...,; ''....,.'(.1,OV.,;;..7;:,7;17 ......, - ''''''-i''''''.''':' '- ' '.. '(1,61k% ' it . • ' i! t 6�, • a� o- 1 4, — t ° a.... a4- o �. iso M« . Suite sot a5° 1,50a ATLANTIC BEACH a 217.415 COUNTRY CLUB /r E,A, -_- � m •Florid32223 F t etch=1,500 feet FIGURE 1-SITE LOCATION F,. ,,,u„ eft p"- s' 414 s • .r 0 =.+ �+ I .. �•{ . L. is :C[ f • • *1441'd A � Y r �• s t r 7� ISA. 4;„ d= ii o 175 350 ATLANTIC BEACH Notts: 2950 Halcyon Lane,Suite 301 Jacksonville Fkerle 32227 COUNTRY CLUBx;M INI 7,1 90!2,7.7!63 Feet f�f / 1 I inch=500 feet FIGURE 2-PRE-FILL TERRAIN FaenVt Ntf . ' " ' -s-9� � • • ,g �* tic,-, . ''kt Tr r"� "e•'•—• r "� ri3lst +1f" � � Jt ° e -%?c 1 ' ,I�' t 1 ''+� „�- . �, �, , «.,, e �� , x gFi # h ,� 11, � ., � 1 *4:1,-,r,' , '-':•„4„',').'.4„;i41 -it" ,+r i sTY .Wt • - r- ` T� 3;- K f . • ,- d t $FY + _ t,k f ¢4 , .N .1 YdS+ '1. .-`1-. =- 2{ y- ,ifrtria •ten ,' r- e - l15„..,41,1/4, I✓" f. ,k+ ,'., ' . t It, � 1 + J,f,` R,�3 Y! - ,r ,,, j04 °r , `- r+P ' "' .,JOc ..Jam.-iG ,, A , h 4 fly f " f� v i ++ � ji, : ;y • t «�.. / 0-' tit„ Y T""1 ��. a g.,,' :� •'- 't 'p ; Is#'F Jr; ' -,.t i,'"'' SQA +� y fI�id ti” i� .Xu . ,a�a �! '/Fj� 1 i 1 •`+R 4•,14 �`J,�" t. f 7 ++1,` r.rl ../ i , +y' ..jr 7 F# z.jr * .., �/ •/-:;'t` „F`,-'r,' ill i. '.r ' i t V. 4-1 H r40. *3Jyt ` R'IR�p 3,,,,,,khYr - y 1 y {J A! r if v. 5 ,pC .a++ A r-t" gip' x; . .• $* {�. �fc aro] 7, _ ✓ �Y • • r • t ti r - _ +.7 - r F`aL. _ � w �� .fix �P : ' 4+ . t fix f t � ...1'1— ,,,,,.„.„f „, ,, ' fes, { > " ' r + ', ,, , ^. $d a i,- rF -` �: `x; tE`. +Jq7' "fir ; a # J 'a .A " p f't'♦•` i # 1 .'.fi '4` /44 '''''' c' ' - '.:' -1'.' -44: .4.4,,,,,,. ..:,..,,,fr.,41-1107/,-- -:, — . : , \'„.4:,,,,,,,,,:t1F-,- e I I. r .k �:-.=r u.s.:.. 1L� �,....i.,_�_.. � Etr 0 175 3g, I ATLANTIC BEACH Feet COUNTRY CLUB j� .' . ' Tel 3C4 21'7485 1 mch=590 feet 1 1 IGURE 3-POST-FILL TERRAIN y(�� I C ,�,, w � r • x+,Y �, , a�� :* v - a � _ FLOODPLAIN VOLUME DISPLACED = .. 33.517 CUBIC YARDS „, _ i 4:4(;''''''..' EXCAVATED FLOODPLAIN A t 4 e •mil _ fi -, °., 1 :r .:- { ' ' COMPENSATION VOLUME = 38,524 CUBIC YARDS �r ,` � i:t, , t . . + „ ` mss , yt .•. 4 �O - # P + t �< 100-YEAR BFE = 6.2-6.5 FT NAVD88 1 + -. 4� *'"1 SEASONAL HIGH GROUNDWATER I, " '—k + ' "� ELEVATION = 3.5 FT NAVD88 s y 4 ry ,i n,11a., • 4 • �� aim * ..� 4 { ,B .,, it.... .. 1 l uk C' •`i-u "i,F plrp 'yc `' ,3� �(. 7`F l�'t .'°4. 4„44,,,... .,,,..„,, ,, ,k,', ”,Imop:::i. .,r7.""" --:, lk., 7 ,lp,;iblie..., 1.:,,,I,... . .ir.,.4..._„,,.... _ ,,,,,,, . . ' +�' n Vi ! j '♦ ,v.._.r" 4 J y +CMN j„ ,.. !kw t ,. ,,l 3, ' -'4.."'• r �'' r. v ,i i f l.+ '4i - .-� "E'"'dIIXLF � y' a in 4 � >e' r 4'-'' 'F'' e'r:_ 1 r 1 " .., ice.': 3 "'' 1 - t rr k t .*y -• r =fin. 1 '', n u� l 5 ,t e..,,,,,, ',,,f ,; , t ,° ' itel e,1 tF. ♦ 4 i � a r� w s .,,. *'_.,„,0_0 `i t "„^ "L -aR rr� �# k' _ - •F °•i .r .+ uMr r y tt -2"` �x 9f -p. > • . mR a .. �+"a rt s ...�M -� Mit_ :�fcP P t t .r 't �� a. t • "�. ♦ ' 4k+, ..w ,a�at• ii w � ,. ..,,..� •,a,:� ri ,.,., _ 4. �_ `` � ' �Y ,. r ATLANTIC BEACH COUNTRY CLUB Notes f- •� f ••,--.......- /; r 2e50 Halcyon Lane.Suite Sat 11 Jacksonville.Florida 32223 I 1- Feel FIGURE 4-FLOODPLAIN COMPENSATION /"7— r. ¢, .r`L'°.x.'x ie,+�—. le, Tel904217 748 . . 5 I inch=400 feet CALCULATION SUMMARY ?f�1 POST-FILL TERRAIN 100-YEAR BFE = 6.2 - 6.5 FT NAVD88 DISPLACED FLOODPLAIN VOLUME = 33,517 CUBIC YARDS �� PRE-FILL TERRAIN Imo 1 ATLANTIC BEACH COUNTRY CLUB / f tp195C,Ha^yr.,LA,Sate 54' 74/i 99,1:17 74135 FIGURE 5-FLOODPLAIN VOLUME DISPLACEMENT CALCULATION APPROACH EXCAVATION 100-YEAR BFE = 6.2 -6.5 FT NAVD88 SEASONAL HIGH GROUNDWATER ELEVATION = 3.5 FT NAVD88 EXCAVATED FLOODPLAIN COMPENSATION VOLUME = 38,524 CUBIC YARDS PRE—FILL TERRAIN "Q 4,;) QQ 3 // ATLANTIC BEACH COUNTRY CLUB I r* \HSI200 o1HalcyonLane, : fl TNS 004.217/4115 FIGURE 6-EXCAVATED FLOODPLAIN COMPENSATION CALCULATION APPROACH CARTER 7 Waldo Street St. Augustine, FL 32084 .► - Tel: 904.540.1786 ENVIRONMENTAL SERVICES www.carterenv.com December 13,2015 Jim Lucas,P.E. Lucas&Associates 1305 Cedar Street Jacksonville,FL 32207 Subject: Endangered Species Act Compliance Requirement, FEMA Conditional Letter of Map Revision for Selva Preserve,Atlantic Beach, Florida Dear Mr. Lucas: Lucas & Associates, Inc. (Lucas) has requested a revision to the FEMA flood map as related to the project site. As you are aware, FEMA, as of 1 October 2010, requires Endangered Species Act (ESA) compliance as part of their Conditional Letter of Map Revisions (CLOMR's) determination process. Lucas has asked Carter Environmental Services, Inc., (CES) to assist with the Endangered Species Act (ESA) compliance. CES has provided the following information relative to the Selva Preserve project site. U.S. Fish and Wildlife Service (FWS) revised their requirements on 28 March 2013, offering Clearance to Proceed approval with r o further coordination with the FWS if the project meets certain criteria (see attached FWS letter). The "no further coordination" criteria in the FWS March 2013 letter that is pertinent to Selva Preserve is: "CLOMR for projects with proposed modifications of floodplains, floodways, or flood elevations based on physical and/or structural changes, where the impact is less than 25 acres; USFWS believes that projects meeting these criteria will have"No Effect", and in some cases"Not Likely to Adversely Affect" any Federal Species based on the criteria above, requiring no further ESA compliance/coordination. This cover letter was written based on a phone call with the USFWS contact below and she has discussed this with FEMA reviewers in the past and has offered to accept calls on this matter. Candace Martino Fish and Wildlife Biologist North Florida Ecological Services F� U.S. Fish and Wildlife Service 7915 Baymeadows Way, Suite 200 ((,,�'FCb /'si CARTER ENVIRONMENTAL SERVICES Jacksonville,FL 32256 (904)731-3142(Direct) (904)731-3336(Office Main) If there are any questions regarding this request, please do not hesitate to contact me. Sincerely, _ i. c.k— Ryan Carter, Vice President 2 i y .r �7,...1...? • �'f� !•• ; '. �' S., '7111' ' in ,1 �• 'e \ �" Y •I ft. .(. 1 ;•e .' '(�"' ' • •, tA V\ �'d Cn fir. .t q .) 5.':.,.....1:::414:r- • l,I. . park— C -.\ .•��' t.....,,-,.,.... ` C-- ; ..• V!,...••.-. ..:, . I), - Coli yrs t , c r .t>_.�'� v. 1, 3L t tr.— 0 % : :' . tit / ��;'0^`'§ .pp.4i '., 1 .44, ... 1 :: inrinrr a ,..4 it + ' „.tyV • • .�� ▪ Lis 3..'-..-,•,,....:,,p,, •: 1t • .. .,1. . �• t- e-7 1� f'. ice•{ [ii • • .1 `J : •y'. • •1 5,:7 1'1:t 1--. 1,:1,,..• a• •:. .•!.;2"-...• y2`�.)It:).,ii,,,I, ck %11 it ,.1., ��+ • 1f :. .t•�3fkt •1i▪,1{:>, . `1 y �,-47�'�•Sn - w ,. - lin' t'.t • . Ty ae r` !'s._. 7 , . .Mr dl�'1 tic`.-`._ r 1—i '-r--7:-.1. -A,./7.21 '� �•.t •f', r./ 9LV �;iA•• 1; '. ,1Z • N. 1.•` ;--;-.,:".'•;-:N:.,:........,,•,:••' ., sip .`�,•'a', S,'C•.t'°v .4.;.:�:.;_ •• i- 4 .1_1+r- - !i4. :.H t4 ..bi>:y :.' A4:,'*"1. ww' ,.j • . . "•.a',-, . ... •a 5•+<••`l'''e:4i• ; • = -:' 1: • Legend ,i" _4• : '.-'.Fii§• .ire CArdt* ``,}�{T , s S . Project Area t J ,..„;....v..1:0H� ` #tSlt y�et'ss +. o4124)..14.11 1.000 Z000 333 S I40 3.. a 1(. timet.'..: '*."` : '...•-- $ '�h' 'E; el swim ` .w t wt , t. , - Sources.USGS Jackionvtle Banal QuaAnnge 17 . •. t CARTER ENVIRONMENTAL Location Map Project 5.08007 SERVICES,INC. AugustlsSelva Preserve Date. October 2013 7 St Aldo Steel a.FL 3208/ 904-540-1780 Duval County, Florida Figure: 1 ...coder,.tort, 74..T.(?F United States Department of the Interior U. S. FISH AND WILDLIFE SERVICE ` t-.; 7915 BAYMEADOWS WAY,SUITE 200 JACKSONVILLE,FLORIDA 32256-7517 IN REPLY REFER TO- 28 March 2013 USFWS Section 7 Consultation Clearance for Federal Emergency Management Agency (FEMA) Conditional Letter of Map Revision (CLOMR) and CLOMR_F Letters of Request Background The U.S. Fish and Wildlife Service is the lead Federal Agency charged with the protection and conservation of Federal Trust Resources, such as threatened and endangered species and migratory birds, in accordance with section 7 of the Endangered Species Act of 1973, as amended(ESA)(87 Stat. 884; 16 U.S.C. 1531 et seq.), the Bald and Golden Eagle Protection Act,(16 U.S.C. 668-668d)(Eagle Act), and the Migratory Bird Treaty Act(40 Stat. 755; 16 U.S.C. 701 et seq.). FEMA has adopted a national policy to implement new requirements based on previous litigation and settlement agreements which directed the agency to demonstrate compliance with section 7 of the ESA for all projects proposed within Special Flood Hazard Areas where a CLOMR or CLOMR-F request is made for FEMA's review. FEMA's comments address whether a proposed project meets the minimum floodplain management criteria of the National Flood Insurance Program(NFIP)and, if so, what revisions will be made to the effective NFIP map for a community if the project is completed as proposed. CLOMRs are conditional approvals sought prior to any project proposed modifications of floodplains, floodways, or flood elevations based on physical and/or structural changes, which provide proponents a way to determine project feasibility before any alterations are started. CLOMR-Fs are conditional approvals for projects placing fill in the floodplain. FEMA can act as the proponent's representative to the consulting agency, such as the U.S. Fish and Wildlife Service or National Marine Fisheries Service(collectively"the Services"). Demonstration of compliance with the ESA is required as a result of the section 7 consultation before FEMA will approve the CLOMR. Given the preceding circumstances above, the North Florida Ecological Services Office has experienced an increase in the number of FEMA CLOMR/CLOMR-F requests. In order to fulfill our ESA statutory obligations in a timely and consistent manner,and to assist FEMA, other federal agencies, state and local governments, and consultants in addressing section 7 and NEPA environmental impact review requirements, we provide the following guidance and USFWS Sec 7 Consultation Clearance/ FEMA—CLOMR clearance relative to the criteria stated below for FEMA CLOMR/CLOMR-F letters of request throughout our 32-county geographic area(http://www.fws.gov/northflorida/Areal.htm). Description of FEMA Requests and Project Criteria • CLOMR for projects with proposed modifications of floodplains, floodways, or flood elevations based on physical and/or structural changes; where the impact is less than 25 acres; * CLOMR-Fs for projects placing fill in the floodplain where the impact is less than 25 acres; All such above-referenced projects where: 1) proposed building impacts will occur in areas previously cleared and/or filled; or 2)where proposed clearing and/or building is to occur where existing vegetation is grassed or very low growing shrub; and falls outside of the designated Core Foraging Area(CFA) of wood stork colonies relative to the Wood Stork Effect Determination Key located on our website (http://www.fws.gov/northflorida/WoodStorks/wood-storks.htm);or if impacts to CFA are 0.5 acres or less. We believe that these activities will have "No Effect", and in some cases "Not Likely to Adversely Affect" any Federally-listed species protected under section 7 of the Endangered Species Act, based on the criteria referenced above. This conclusion also takes into account previous activities/actions in locations where earlier regulatory reviews determined that either "no effects" were anticipated, or where impacts of any significance to Federally-listed species resulted in consultation where minimization measures and conditions have already been fulfilled Bald Eagle Nest Issues If any of the above-referenced activities are proposed to occur within 660 feet of an active bald eagle's nest during the nesting season which occurs from October 1 through May 15; we recommend the applicant or their designated sub-contractor coordinate with , Bald Eagle Management Plan Coordinator, Florida Fish and Wildlife Conservation Commission at (352) 260-8699 or by e-mail at Michelle.Vandeventer(a?MvFWC.com., or with the Service's Migratory Birds Division by email at Ulgunda Kirkpatrick6i fws.um. Guidance will be provided regarding monitoring options or other suggestions regarding construction timing relative to the distance the project is located to the bald eagle's nest,and according to any vegetative buffers that may he present between the nest and the construction activities. Clearance to Proceed For ALL projects that meet the criteria described above, NO further coordination with the Service is necessary. USFWS Sec 7 Consultation Clearance I FEMA—CLOMR For projects not covered by this letter,the following items are required for submittal to USFWS and FEMA in order for both agencies to make an appropriate determination of effect, or for the USFWS to concur with FEMA's initial determination of effect. These items include. I. A description of the action to be considered; 2. A description of the specific area that may be affected by the action; this includes the total acreage of the project site and the amount of impact acreage; and an aerial photo with the project footprint delineated on the graphic; 3. A description of any listed species or critical habitat that may be affected by the action; 4. A description of the manner in which the action may affect any listed species or critical habitat and an analysis of any cumulative effects; 5. Relevant reports, including any environmental impact statement,environmental assessment, biological assessment prepared; and surveys conducted; 6. Any other relevant available information on the action,the affected listed species,or critical habitat. Additional Information If you have any questions, please contact Candace Martino of my staff at(904)731-3142 or by email at laxOur agency appreciates your cooperation in the protection of Federally-listed species in Florida. Sincerely, Dawn Jennings Acting Field Sul .revisor Firgure 1:Selva Preserve Project Limits on FIRM Panel 12031C04091 !eft Creek Bank4 .4 g , 60 0 60 Feet ,r InTS Right Creek Bank u tic t: i':. /1°14 . , '4..k.:- - ' '-''..,",itt. a. V » . _.. . --17-'t s k tet .':�, r' c � 3pp 'left ii, _ 46 11--"' ...4 :...T .: \ c '• x _. , / 5 t'.�`11�1 j . �,2 r=: Stream .3 .`11.1.1j1 " r Centerlinew� t,., 1. . i►w\\ r a r--# 0 tint- t Y 04, ,.. \ . \ . &' °'-.. 1.1.= 1 Legend I '''' "t y $ vt ,.� \ \ 1 ':�' Limits of Project Disturbance • 'it 14:, It✓ L 1 \ i v 9 AX 4' i\\'.„I Topographic Contours,Ft NAVD88 wvyY tq t \ t, ...,.tom "««..,,..,. ', V�V% Al, \.....)1 . 1.. National Flood Hazard Layer FIRMette : FEMA Legend 30'20'29.86-N ;-"-':(''11 SEE FRS NEE'onT FOR DETAILED LEGEND ANC INDIA MAP FOR FIRM PANEL LATOLT > �1 r ' $ vs•s a 1 E }.t i V _ t `r!A. t -St,p Wltnout Base Flood Elevation(BFE) C1 ()1-i\Lk�u'al Llt,' A a,0*, y� i. �) , y mh liFto5 '�I SPECIAL FLOOD With BEE or Depthzw.AE.AO AN WI AA :1•20(17, F T.M5i<'; , T e'SSFsE29E S88y - c i: i ' II HAZARD AREAS Regulatory Moodway s liiiiN a " COMBINED,.IVERINE-AND COASTAL FLOODPLAIN 1 0.2%Annual Chance Flood Hazard Area _� of 1%annual chance Rood with average Zone AE s +b : s ^ f depth less than one loot or with dralnag� - �- areas of less than o rile)o.. • . e,,. " , Future Condition 1%Annual w I�'' ' ® Chantt Flood Hazard zwa x jy..i w _ r4 ■ ?- - Area with RMoced Flood Risk due to •'111/1 ,f.--7* i ` "<`' t -.� OTHER AREAS Of Levee.See Notes./an.x ` 1 p$, T'� ' FLOOD HAZARD _ Aree with Flood Risk due to Levee....-D y ,. bile... e 1a'ems, No seri EENJ Nes of MlnlmalFboo Hazard ro"<+ f • r..,.."*.- •+s r�i Eff.tive LOMRs COMBINED �IVERNVE 40M.' 0 0 t er-_ OTHER AREAS Area of Undetermined Flood Hazard r".�, s t eel 4.7. a PLAIN r}.. IN, - A. € MBN,EJ RIVER AND'COASTAL' I.0 0 9 E-LA� - F GENERAL Channel,Culvert,or Storm Sewer STRUCTURES I t iii l l levee,Dike,or Floodwee i On ' 1 , �^ ... it. a a-- Cross Sections with 1%Annual Chance ? r " _ � ty"s Water Surface Elevation • -,. $ o-__ Coastal Transect R AVER IN=FW OODWAY j C o ,,a IN ED RIVERINE AND COASTAL ZON �, --M-=Nese Flood Elevation floe(BFE ) ' —-- Limit of ionStuB it Zone Af W ' Jurisdiction Boundary LL t- T ''ee�,,ee YY' I', — Coastal 0en5ect Baseline T9eR74F C17 ^ F s'!t" ss�'a} - N OTHER �_ ProRl<Baseline (ZIT).12031004081 10BF.Min l y- , 9.. '410.410310).$09 1 Zee 516 - e , _ � r aa'e't^�/ , T• FEATURES Hydrographk Feature 1'_00 ockii/2/2018 . a s ," F.= I eff.A11/2/2018 3 s .'' ' •' < COMBINED RIVERINE AND'COASTAVIFLOODPL•AIN Olgdal Data AraIISI .tom <!^ Zo AE,d. 1• � � • • NoDlgtalDataAvallade �_ ..` i t - I MAP PANELS Unmapped a *� . k,. .h' a, X •.;A ,40 COMRINED_RIVERINE AND COASTAL FLOODPLAIN �l• a�, yE",`"' * 5 -: •7 jr't W S- - - €`.'_ Q The pin displayed on the map is an approxlmntI J,• A 1 ...-• 1 point selected by the user And does not represe a LL AREA OF MINIMAL FLOOD HAZARD an authoritative property location. COMBINE):RIVERINE.:'DCOASTAL FLOODPLAIN �y.�s1� t 4p, ii:+H�.iN a.�t 1 "< .''�•r- I This map complies with FEMA's standards for the use of a 3 ; - Z '. +� T / ` . 4 `a *, digital Rood maps n It Is not sold as described below. < w' *s�, The beumaP shown complies with FEMA's Desemap 'ars �. � I -,+ meargg.,.. COMBINED RIVERINE ANP--COASTAL FLOODPLAIN` i f'- accuracy standards • •#� j .-.-1 .�.t8, ,fe~• 11 ' i 6 ; a� ,i # s s' The flood haterd information R derhed directly from the ~ .1 CO�B,IN ED R IV.r:1�'Z AN[ COASTAL FL OODPLA�I s6 'i v -E•'-$I• ' e• 11 .*' authoritative NFHL web services provided by FEMA.This map a- w.< • W _y `,'' ---....7 ,4 `I _$ , was exported on 4.11,•2019 at 5:05.48 PM end does not e r / .tl�Fj -,' otw,' reflect changes or amendments subsequent to this date and 1 • T2`fi2�E SI • . .3 M .i AL f,� r,:_4"' aE` m lime.The NPR_end effective Information may change or t�'v i t i y�,, become superseded by new data over time. i $ " fir'asy`.j .( it W.11100 . - $.A•I i4. ,, ,"5, s. O'F. a +,� i gi This map Image Is void If the one or more of the following map A Re' thCOMBINED'RIVER INE ANDY COA�iSTTAL FLOODPL AIN 9 elements do not appears basemap Imagery,flood rune labeH.3 .> °'� '` jOreAl' '"toTtM`VT�? . "e-) :fre r i' < lr legend scale bar map creation date,communlry ld<nti/krs. IleS4. - �+ "- - FIRM panel number,and FIRM effective date.Map Images for Feet 1:6,000 30',9'58.8,"N unmapped and unmodemlred areas cannot be used for n len crwl 1 non 1 con 9 non regulatory purposes. -04,--. k-1N r-_--r© F.,._:..., 6 v 1... r-,, i ill) f-- oc-K, I ! l I APR 1 3 2021 1 11 City of Atlantic Beach 1 1""' Mr. Steve Swann 800 Seminole Road ... Atlantic Beach, Florida 32233 Dear Mr. Swann, Enclosed please find a signed copy of the requested Assignment of Floodplain Storage Rights from Atlantic Beach Country Club to Selva Preserve, LLC. It's my understanding this is the final item needed from ABCC since Gemini was able to provide satisfactory flood compensation calculations. Please feel free to reach out to me regarding any additional questions at(904) 502-3781. Sincerely, Jaime Eaton President, ABCC Cc: Alan Howard (via email) O,^ <(/*1 k•o % ASSIGNMENT OF FLOODPLAIN STORAGE RIGHTS THIS ASSIGNMENT OF FLOODPLAIN STORAGE RIGHTS (this "Assignment") is made and delivered as of April 1'24 2021 by Atlantic Beach Country Club, Inc., a Florida corporation ("Club"), whose address is 1600 Selva Marina Drive, Atlantic Beach, Florida 32233, to and in favor of Selva Preserve, LLC, a Florida limited liability company("SP"), whose address is 248 Levy Road, Atlantic Beach, Florida 32233. Recitals A. Selva Marina Country Club, Inc., a Florida corporation ("SMCC"), and SP previously entered into that certain Easement and Flood Plain Compensation Agreement dated October 15, 2009 (the "Easement Agreement"), pursuant to which Club agreed to provide up to 30,000 cubic yards of floodplain storage at a location to be determined by the Club. Club is the successor in title to the real property subject to the Easement Agreement. Pursuant to the Easement Agreement: SP is allowed to utilize the Club Property to fulfill its FPC Requirements; the Club granted certain easement rights to SP; and SP granted certain easement rights to the Club. Capitalized terms used herein but not otherwise defined shall have the meanings ascribed thereto in the Easement Agreement. B. The obligations of the Club to SP were further memorialized by that certain Acknowledgment and Release Agreement by and between the Club and SP dated as of January 3, 2020(the "Acknowledgement"). Pursuant to the Acknowledgment, SP agreed that the Club's obligations to SP under the Easement would be satisfied by the assignment of 3,000 cubic yards of floodplain storage to SP and provision of floodplain calculations and survey. The Club has provided SP and the City of Atlantic Beach that certain report of floodplain storage availability and survey prepared by Gemini Engineering & Sciences, Inc. dated February 26, 2021 (the "Gemini Report"). By delivery of this Assignment, the Club will have discharged its obligations to SP under the Easement and Acknowledgment. NOW, THEREFORE, in consideration of these mutual premises and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged the Club hereby assigns certain flood storage rights to SP as follows: 1. Recitals. All of the above Recitals are fully incorporated herein by this reference. 2. Assignment. Pursuant to the Gemini Report, as furnished to and approved by the City of Atlantic Beach, the Club has 5,007 cubic yards of flood plain storage available on the real property owned by the Club in its current configuration. The Club hereby assigns to SP 3,000 cubic yards of flood plain storage and acknowledges that, after givin ffect to such assignment, the Club only has 2,007 cubic yards of flood plain storage availab ,► s,ks real property in its current configuration. t.Fc O,o IN WITNESS WHEREOF, the parties hereto have executed this Assignment of Flood Storage Rights as of the date first written above. WITNE ES: CLUB: VII ATLANTIC BEACH COUNTRY CLUB,INC., Name: L,1NDA Iyfri.i.,_ `A Mi E� a Florida corporation c_sjct)Ct::::?...)----- 0 Name: �� _A MCF, 40 Eaton, President F't" E\11\I Memorandum Date: February 26, 2021 To: Mr. Steve Swann, City of Atlantic Beach From: Ki Hong Pak, PE Subject: Floodplain Compensation Calculations for the Atlantic Beach Country Club in the City of Atlantic Beach, Florida Distribution: Mr. Robert Stone; Ms. Jaime Eaton; Mr. Alan Howard; Victoria Domogala; Jamie Monohan, PE; Project File This technical memorandum details the floodplain compensation calculations performed in association with the Atlantic Beach Country Club in the City of Atlantic Beach, Florida (Figure 1). This project involved the re-development of the existing Selva Marina Golf Course and Country Club, which included the addition of approximately two hundred single-family lots and reconfiguration of the golf course and clubhouse. The project was completed circa 2015. The analysis presented here is intended to provide greater transparency in the floodplain compensation volume calculations that have previously been developed for the site. The intent of the City's requirement to compensate, or to offset, "cup-for-cup," for fill in the 1-percent- annual-chance (100-year) floodplain is to maintain no net loss in the floodplain storage capacity. An equivalent (or greater) floodplain volume which was displaced by the project fill will need to have been created/excavated in the same hydraulically connected floodplain. The calculation process to address this requirement is to first quantify the displaced pre-project conditions floodplain storage volume, followed by a calculation of the post-project conditions floodplain compensation volume, with the intent of the latter being equal to or greater than the former. A 100-year flood elevation ranging from 6.2 feet NAVD to 6.5 feet NAVD was utilized for these volume calculations, which is described in more detail below. Data provided to Gemini were assumed to reference NAVD, therefore no additional vertical datum shifts were applied. 1) DETERMINATION OF 100-YEAR FLOOD ELEVATION A. The project site is shown on FEMA map panels 12031 C0406J, 12031C0407J, 12031C0408J, and 12031C0409J, with effective date of November 2, 2018. The property is affected by flooding from Sherman Creek and Sherman Creek Canal. These Flood Insurance Rate Maps (FIRMS) present the Base Flood Elevations (BFEs) which have been rounded to a whole foot, which in this case is 7.0 feet NAVD. B. The Floodway Data Table for Sherman Creek and Sherman Creek Canal indicates that combined backwater effects from the Atlantic Ocean comprise a portion of the regulatory BFE. Because floodplain volume associated with hurricane storm surge should not be factored into rainfall-runoff flooding for floodplain volume compensation purposes, BFEs ranging from 6.2 to 6.5 feet NAVD were used. These "riverine" BFEs are presented in the effective Floodway Data Table in the effective Flood Insurance Study Report for Duval County. O�^ <ce 2950 Halcyon Lane, Suite 501 Jacksonville, Florida 32223 T 904.217.7485 www.geminiengineering.com 2) ESTIMATION OF SEASONAL HIGH GROUNDWATER TABLE Based on available data, the seasonal high groundwater table ranges between 0-1 foot below the natural ground elevation for the majority of the site. In lieu of extensive geotechnical surveys spanning an extended sampling period, a conservative estimate of 3.5 feet NAVD was used across the site to represent the seasonal high groundwater elevation. This elevation represents the lower elevation limit of potential floodplain compensation which could be credited. 3) DEVELOPMENT OF PRE-PROJECT CONDITIONS TERRAIN A. A digital terrain model was developed to represent the land surface on the property prior to construction activities. Potential data sources were evaluated and examined against pre- project aerial photography. This terrain model is comprised mostly of surveyed topography provided by Melrose Surveying and Mapping, Inc. B. The 2007 Duval County lidar data was sparingly used to fill any remaining gaps in the surveyed topography. The pre-project conditions terrain model is depicted in Figure 2. 4) DEVELOPMENT OF POST-PROJECT CONDITIONS TERRAIN A. A digital terrain model was developed to represent the land surface on the property following completion of construction activities, generally representing topographic conditions after 2015. Similar to pre-project conditions, potential data sources were evaluated and examined against recent aerial photography. This terrain model is comprised of the following data sources: a. Designed depression areas on the golf course, engineered by Taylor&White, Inc. b. Stormwater pond top-of-bank and normal water levels, and depression top-of bank elevations, based on project plans by Taylor&White, Inc. c. Lot grading taken from "As-Built" surveys by Harold Eiland &Associates. B. Additional topographic breaklines were developed, as necessary, to generate a reasonably seamless terrain. The post-project conditions terrain model is depicted in Figure 3. 5) FLOODPLAIN NET AVAILABLE STORAGE VOLUME CALCULATIONS Using ArcGIS tools, the pre- and post-project conditions terrains were compared in executing a cut/fill algorithm. Terrain elevations and extent of the comparison were limited based on the extent and elevations of the BFEs, as well as the estimation of the seasonal high groundwater table. Also, we understand the City allows for floodplain compensation volume to be accounted for within stormwater ponds, however, the approach presented here does not specifically differentiate stormwater pond compensation volumes compared with the remainder of the development site. Based on our methodology outlined above, the calculated net floodplain volume available on the subject property, encompassing the stormwater ponds and golf course, is 5,007 CY (Figure 4). Figures 5 and 6 provide conceptualized graphics of the calculations performed. 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ATLANTIC BEACH 2 f'' 2950 Halcyon Lane Suite 501 Jacksonville,Florida 32223 COUNTRY CLUB �I Tel 904217.7485 1 inch=500 feet FIGURE 2 PRE FILL TERRAIN par rwNrr ' r ' a� �Vt - 1--;-.. . rA J ir^ r ..,7--, r s i R ' !�,. r P 1 f -is' _';� f! :it: ,,,,..,-.„..;t4;_:_ .'"....1;1'.,'- ib' �iqr.✓ 4`11'yy.. 7 'r' I. -, r s 'r 1-• /_ , !, .� t• Y s -.{ r!" j! .r i' f • 4•1:;i-, ii •..� '..: A p_1', 3.,.,Lr 1.J ° r -r 8 «' ' -r- 4. /0- s ' r I r i 41- rt tt[ �t J /A{ r r'' t.''''.1''' `t'' / a • f gg rR 1 IP d m f' , 7' 4 , - ' ; I' .,r;. ' 4.1,`: - c_.-:' ,' :.'%.!4',' ':1'. '''' ''' fri li':'''v ; --'-i.,',.4.14;- ',;:t.. ��.. r ?r` J, # rl / f i- r )uif -1 t., di ' te .r. x� i 1 "jT '''''',01,01,1-:'•1;-'- ',.•,--..-",,- L , "1" 'r -w t. - J. V 1' 1 h►�� • F ! fid' 4i f dam# " I. Pe Ili T---. 1' E t ..':,?:-.1,:-', r..' -i• I!'`` ` s 3y�f ywt"!5• --,f, - ---. -,t- .. ..-,-,,,-, ,-..,,,-----;-''._..rj'c.,,;7.,f _ Ef 1. a, 1^ . '- # - f.1) ' . _r• r :� P'':- ; '' . 'i ''- 1' '- .'. ' •' J''' . ' ::: f' r. f. • a- '..i F- d=-r' Atr � y J �{' �4 j" a' 1. ,es .� „ •.� � 5 F r f. it , " ) / I� ., k.,,.., 10,,,,-,;(,--„,„;,,,;@} = Y , i ) rr Jy) 1; {! i } _ YL..a �d - �: t yrs .I.;'r i i ir .- y,;•'4' ,:„5!„,,,..,.;....°.1.1. d J- ,. 11 I Y.t-''r f;f - .,.., ,:,,i ? •;' ' ;1 a -0-1- !l F� ;ileagty, y#.. . ., ., ,..- ,,, .• . :, ,......,.._ 71-'' .. , `,...,/-:i ' ''' '''''-; '' - , I i , - ' ‘;" ,-...,,..,-,-. .., .. ,. 1 -: I s �y� r .. i - f,r -1 _ s- - I ' - . f a'-. a`'`�r +ry -r 0 ,f t 1. p3Jn 0 175 350 ATLANTIC BEACH (�:� 2950 Halcyon Lene.Suite 501 1lil COUNTRY CLUB - . T 904 217 1e 485 32223 Feet Fngi o-nrg i 5 fe a..I Tot 904.217.7485 1 inch=500 feet FIGURE 3-POST-FILL TERRAIN F,, p„ � 1 f4 3 'II 6,cocS• ,kt FLOODPLAIN VOLUME DISPLACED= �,`: b r i L ' 33,517 CUBIC YARDS M EXCAVATED FLOODPLAIN i e' AN .�, 'F r� COMPENSATION VOLUME=38,524 CUBIC YARDS n [ 7#- �� '^�' ` "to 100-YEAR BFE=6.2-6.5 FT NAVD88 Tei '� • ., SEASONAL HIGH GROUNDWATER Y''• .^ = '- ELEVATION=3.5 FT NAVD88 r. " i s It:- !" —f . '' I__I ' :^iii it,'�' `4, 1:, '., .. yf- 5 ti � x s I.• r., ‘4*. ::.': 1.f.. •%. ,, , _. ,. A. Ihiii • •• •,I, •-•li it,N., 1 ` i` � Jai �. . . , r t-"::-7„;;:-,-,--,::„:._: - 4aa > to k de,CtN ~ f ` 4 F 9 a yc< ij ''a, ; W:e.e Rd - 4 M t - 4011 t M j i a'. :w E y liRAt Y C. ^� F. . 4v4�civ '1 A - ,S *, 4 rY oho. W. - , ' .IV ,- • ►' b a 0 4 , j. i .f a .4 e , .. :/t41Lai it l' .. .., 4 il o 200 400 ATLANTIC BEACH COUNTRY CLUB Notes _ �t zs�o ,, 0 „„.s�t.w, Feet FIGURE 4-FLOODPLAIN COMPENSATION I NI INi - d:cxsomai:rm.m:azzn f inch=400 feel - Tel.90411)0400 CALCULATION SUMMARY POST—FILL TERRAIN 100—YEAR BFE = 6.2 — 6.5 FT NAVD88 DISPLACED FLOODPLAIN VOLUME=33,517 CUBIC YARDS PRE—FILL TERRAIN 2950 Halcyon Lane,ScOe 501 ATLANTIC BEACH COUNTRY CLUB Jacksonville,Flaritla 32223 FIGURE 5-FLOODPLAIN VOLUME DISPLACEMENT CALCULATION APPROACH 9F\HNI necringk sinrcn,lry Tel'904.217.7485 Feduery 2021 EXCAVATION 100-YEAR BFE = 6.2 -6.5 FT NAVD88 SEASONAL HIGH GROUNDWATER ELEVATION = 3.5 FT NAVD88 EXCAVATED FLOODPLAIN COMPENSATION VOLUME=38,524 CUBIC YARDS PRE-FILL TERRAIN ATLANTIC BEACH COUNTRY CLUB 2950 Halcyon Lane.Suite 501 �EMINf Tel 904.21e.77485 32223 -FIGURE 6-EXCAVATED FLOODPLAIN COMPENSATION CALCULATION APPROACH t:nMnreringhtinnvl lnr. Tel.904.217.7485 February 2021 e 1 -t•' ek, li,1 ?< . ,. jt? 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Edgar 5 • 4_ .rt.0 v ..YL ' •<o' ; R P.17" - m r -, O lit', t Z • ¢ Beaches c . ..... ... tt, S. '� u ., ...,y • ,,,�, • a uvr.r,t�t �unksrdeur� ♦ w.S a2+ ,y •'Memorial - l ' l' ,a•. levy Rd Gardens ""• i 0 3 Aidel4s•Rd ver x.r'' 1,:: S t,• f ."€. ► . ` Cemetery It �'4 '-DUhner Rd 1 tk ~w°' • 25 "& • d t F 4* t`� s Ln „sRk $+r z s ..9(Ys t , ,M . : ." ,,,,t Li, 8ce tr Rd r " t a Gla a • $ .,' � ' v �� r t,qAc J P1azaild S * r i . s `.., i'vtlthS� - ,„,, ,D-- Rt�aelii, •,: 's Park • 6 1.. e 10`St, _ i .24": so' ,aloatc:,Dr .. Ilk qtr j/W -Rt.,'S _ _ 1 `r ;•c�• 3 -i- E �` ' ti'Wq ..s s , .A 4- 3,.,*. n 's .�,! 6th St `+� „i.+, ......1t .S x a • � it , • '° z ,. v �,• ..4iy A.•s •A;- Cutiass1Dry i ,a' y •r, • t, "'.c` "' W6thSt.a �tl,ya c ,,,9 r„ ,,s .., . z, r th t w.; ..ti,""f ' , ti s- L,. „„4th St t F • r y .= ` S, ,.....7. • d n. . qtdcor^ ''. � Atlais G 1 ,-• stet ysr *► rr, , e,,, , , .7. p, 0-,;,.• '2nd ,i {w': A i a `. filamentary 116,Pidlilliiki_ _..... -i ett-til•i .,... 11., 0 750 ATLANTIC BEACH 2950 Meicyon lane,$4e 50, 1 - Jacksonville,Florida 32223 Feet COUNTRY CLUB E Ki Rk _ Tef804.217.7485 1 inch=1,500 feet FIGURE 1 -SITE LOCATION ,, ,,,e„ Revision Request/Correction to Comments **ALL INFORMATION rs, err HIGHLIGHTED IN 1' j City of Atlantic Beach Building Department GRAY IS REQUIRED. �;--' 800 Seminole Rd, Atlantic Beach, FL 32233 JPhone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:C 1y i`, -0003 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date.: ,‘ ,/?.?/'26'i i Project Address: 4do4_ 1.,.4.-ks 4.1-- Contractor/Contact Name: Lam,,, 4?-4.... 1'e_✓v 4-p Contact Phone: '723 3 ^ 5 c? 44 Email: --1 /i L- 6> ® r eb o- . u-r--14 - 30c,c, Description of Proposed Revision/Corrections: / f� e— 1" I ,, b_u.c9- `-0c, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) < • Will proposed revision/corrections add additional square footage to original submittal? iJo Yes(additional s.f. to be added: ) • Will proposed revision/corrections add additional • ease in building value to original submittal? '----No __ *Yes(additional increase in buildi val e: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent:_ /v (Office Use Only) Approved $ enied Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments D- •artment Review Required: Buildin: • a g& Zoning Reviewed By Tree Administrator Public Works Public Utilities 4 `t at, kl ex Public Safety Date Fire Services Updated10/17/18 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 COMMUNITY ACKNOWLEDGMENT FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.38 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid DMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security, Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form must be completed for requests involving the existing or proposed placement of fill(complete Section A)OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The six digit NFIP community number and the subject property address must appear in the spaces provided below. Incomplete submissions will result in processing delays.Please refer to the MT-1 instructions for additional information about this form. Community Number: 120075 20075 Property Name or Address: Selva Preserve 2 A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMR-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirement that no fill be placed in the regulatory floodway,and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. For Conditional LOMR-F requests,the applicant has or will document Endangered Species Act(ESA)compliance to FEMA prior to issuance of the Conditional LOMR-F determination. For LOMR-F requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process.Section 9 of the ESA prohibits anyone from"taking"or harming an endangered species. If an action might harm an endangered species,a permit is required from U.S.Fish and Wildlife Service or National Marine Fisheries Service under Section 10 of the ESA. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2)of the ESA will be submitted.In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by DHS-FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to DHS- FEMA for a possible map revision. Community Comments: The applicant has not provided ade Atlantic Beach will not be i,ded qruate floodplain co volumes are g permits for this roject1pntil adion ssuin for the proposed fill. The City of provided. equate floodplain co Community Official's l' Name at signed and sealed. compensating Dan Arlington,Building Official Community Name: Community Official's Signature: o<.,_ City of Atlantic Beach � B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this request for a LOMA. We understand that this request is being forwarded to DHS-FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature(required): Date: DHS-FEMA Form 086-0-26B,FEB 11 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 '` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ;r ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS • Date: 4/14/19 • Permit#: CIV18-0003 Applicant: J. Lucas & Assoc. Site Address: 0 11th Street Address: 1305 Cedar Street,Jax. 32207 Review: 3 Phone: (904)396-3060 RE#: Email: lucascad@bellsouth.net THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Background: This parcel is in the AE-7 Special Flood Hazard Area, found on FIRM Panel 12031 C 0409J. The site is in the Floodway Fringe, currently has a large percentage of wetlands and stormwater storage capacity, and will require a substantial amount of fill to create buildable lots. Correction Comments: Application is disapproved for the following issues: 1. The Minimum Finished Floor Elevation (FFE) for this site is 9.5(NAVD), per COAB 24-251(c). Please show all FFE above this elevation. Completed 2. Please submit: a. Hydrologic and hydraulic analyses demonstrating that the proposed activity will result in no decrease in effective conveyance and no increase in flood levels during the design flood, per ASCE 24, Section 2.2 and COAB Land Development Regulations(LDR), Section 8-32. Computer programs, such as HEC-2 or HEC- RAS can be approved. Please contact the Building Department before proceeding b. An overall site plan delineating flood hazard areas; floodway boundaries; floodway areas; base flood elevations, per FIRM Panel 12031 C 0409J; Top of Bank on both sides of Sherman Creek(before and after fill); and existing ground elevations. c. Location, extent, amount, and proposed final grades of any filling, grading, or excavation. 1 d. The amount,type, and source of fill material; evidence that the proposed fill areas are the minimum necessary to achieve the intended purpose; and evidence that the fill will stay in place and resist erosion and scour from the adjacent waterway. e. Details and effects of the alteration of the waterway and floodway and engineering analysis,prepared in accordance with standard engineering practices, which demonstrates that the flood-carrying capacity of the altered or relocated watercourse will not be decreased, and certification that the altered watercourse shall be maintained in a manner which preserves the channel's flood-carrying capacity; the applicant shall submit the analysis to FEMA, as specified on COAB LDR, Section 8-33. Completed. • • 3. The re-submittal, with new data, may generate additional plan review comments. 4/14/19 1. The revised plans indicate a proposed CLOMR. Please submit the CLOMR Application for review. 2. Please find the Floodplain Development Permit Application Form,required by COAB LDR, Section 8- 23 (attached) and return the completed form. Dan Arlington, CBO (904) 247-5813 darlington@coab.us 2 r,t r,y\J ) �' ' ''- \-`, i, CITY OF ATLANTIC BEACH 1,..,J 800 SEMINOLE ROAD ct `- ATLANTIC BEACH, FL 32233 / (904)247-5800 _3il9r . BUILDING DEPARTMENT REVIEW COMMENTS Date: 12/31/18 Permit#: CIV18-0003 Applicant: J. Lucas & Assoc. Site Address: 0 11th Street Address: 1305 Cedar Street,Jax. 32207 Review: 2 Phone: (904) 396-3060 RE#: Email: lucascad@bellsouth.net THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Background: This parcel is in the AE-7 Special Flood Hazard Area, found on FIRM Panel 12031 C 0409J. The site is in the Floodway Fringe, currently has a large percentage of wetlands and stormwater storage capacity, and will require a substantial amount of fill to create buildable lots. Correction Comments: Application is disapproved for the following issues: 2.,I - he Minimum Finished Floor Elevation (FFE) for this site is 9.5(NAVD), per COAB 24-251(c). Please show all FFE above this elevation. 2. Please submit: a. Hydrologic and hydraulic analyses demonstrating that the proposed activity will result in no decrease in effective conveyance and no increase in flood levels during the design flood, per ASCE 24, Section 2.2 and COAB Land Development Regulations (LDR), Section 8-32. Computer programs, such as HEC-2 or HEC- RAS can be approved. Please contact the Building Department before proceeding b. An overall site plan delineating flood hazard areas; floodway boundaries; floodway areas; base flood elevations,per FIRM Panel 12031C 0409J; Top of Bank on both sides of Sherman Creek(before and after fill); and existing ground elevations. c. Location, extent, amount, and proposed final grades of any filling, grading, or excavation. 1 d. The amount,type, and source of fill material; evidence that the proposed fill areas are the minimum necessary to achieve the intended purpose; and evidence that the fill will stay in place and resist erosion and scour from the adjacent waterway. e. Details and effects of the alteration of the waterway and floodway and engineering analysis, prepared in accordance with standard engineering practices, which demonstrates that the flood-carrying capacity of the altered or relocated watercourse will not be decreased, and certification that the altered watercourse shall be maintained in a manner which preserves the channel's flood-carrying capacity; the applicant shall submit the analysis to FEMA, as specified on CO-AB LDR, Section 8-33. 3. The re-submittal, with new data, may generate additional plan review comments. • Dan Arlington, CBO (904) 247-5813 darlington@coab.us • 2 J. 1,4‘ & A+ 4e4, I4. Design and Consulting Engineers March 6, 2019 Mr. Dan Arlington CBO Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Subject: Selva Preserve II Dear Mr. Arlington: Based on your review comments of December 31, 2018, we have revised the two finish floor elevations to elevation 9.50. Your second comment called for a hydrologic and hydraulic analysis to determine any effect of placing fill within the flood plane. The project consists of 5 lots and the placement of approximately 2525 cy for fill within the FEMA designated flood plane. The placement of fill is approximately 233 feet west of the edge of the established flood way as depicted on FEMA map 12031 C0409J. The floodway study used by FEMA to establish the flood level takes into account the channel geometry and volume within the flood way and does not take into account the volume outside the floodway area. Since we are not encroaching into the floodway or rerouting the floodway,the existing study shows that there is no change in the water levels or flow patterns within the floodway. You mention that the flood study is required based on section 8-32 of the COAB Land Development Regulations. For clarity, we are repeating your question. a. Hydrologic and hydraulic analyses demonstrating that the proposed activity will result in no decrease in effective conveyance and no increase in flood levels during the design flood,per ASCE 24, Section 2.2 and COAB Land Development Regulations(LDR), Section 8-32. Computer programs, such as HEC-2 or HECRAS can be approved. Please contact the Building Department before proceeding A hydraulic analysis of Sherman Creek was completed for the Atlantic Beach Country Club development and was previously submitted to the City of Atlantic Beach in 2013 as a LOMR request and was approved by FEMA in 2014. Consistent with the entirety of the Duval County Flood Insurance Study,the LOMR used EPA SWMM v 5.0.012 as both a hydrologic and hydraulic model. A copy of this request is included with this response as a pdf. This analysis was used to revise the regulatory floodway limits of Sherman Creek, which are shown on the effective FIRM panel ': !! effective 11/2/2018. An overlay of the project limits on the FIRM panel is presente, in Figure 1, an• the limits of the project are clearly outside the limits of the floodway. Because the p : • ocated within the regulatory floodway, it meets the conditions of Part(1) of LDR Section 8-32. . 1305 Cedar Street• Jacksonville, Florida 32207 Phone: (904) 396-3060 • Fax: (904) 396-3456 • Email: lucascad@bellsouth.net Mr. Dan Arlington, CBO Page 2 of 3 March 6, 2019 The project proposed a net fill in the 100-year floodplain fringe of approximately 2,525 cubic yards and will purchase this volume from the excess floodplain compensation bank provided by the Atlantic Beach Country Club. The hydraulic analysis for the ABCC floodplain compensation excess is also included as a pdf. Because the project will result in no net fill in the 100-year floodplain,there will be no increase in the 100-year flood elevation, satisfying Part(2) of LDR Section 8-32. Also as depicted in Figure 1,the project is outside the limits of creek banks and stream centerline of Sherman Creek and therefore does not meet FEMA's definition of the alteration of a watercourse and Part(3)of LDR Section 8-32 is not applicable. The project is also not located in a coastal high hazard(SFHA Zone V)and no mangroves or sand dunes will be altered and Part(4 of LDR Section 8-32 is not applicable. The project therefore complies with all aspects of COAB Land Development Regulations(LDR), Section 8-32. b.An overall site plan delineating flood hazard areas; floodway boundaries; floodway areas; base flood elevations,per FIRM Panel 12031C 0409J;Top of Bank on both sides of Sherman Creek(before and after fill);and existing ground elevations. Figure 1 depicts the SFHA and floodway boundaries, BFEs,top of bank of Sherman Creek based on orthophotography and the hydraulic analysis, and existing topographic contours. c. Location,extent,amount,and proposed final grades of any filling, grading, or excavation. The general location of the fill is shown on Figure 1. Specific grading is included with the site design plans. d. The amount,type, and source of fill material;evidence that the proposed fill areas are the minimum necessary to achieve the intended purpose;and evidence that the fill will stay in place and resist erosion and scour from the adjacent waterway. Fill and erosion control specifications are included in the construction plans. Based on the hydraulic analysis of Sherman Creek the maximum velocity within the creek channel is 0.23 fps. Because velocities are highest within the creek channel and the project is not located within the creek channel, the velocities within the vicinity of the fill will be lower than 0.23 fps. However, at a velocity of 0.23 fps, it is apparent from Stokes' Settling equation that particles larger than 0.16 mm will not remain in suspension. There is therefore insignificant erosion potential at the site for properly stabilized and vegetated fill. e. Details and effects of the alteration of the waterway and floodway and engineering analysis,prepared in accordance with standard engineering practices,which demonstrates that the flood-carrying capacity of the altered or relocated watercourse will not be decreased,and certification that the altered watercourse shall be maintained in a manner which preserves the channel's flood-carrying capacity;the applicant shall submit the analysis to FEMA, as specified on COAB LOR, Section 8-33. y Mr. Dan Arlington, CBO Page 3 of 3 March 6, 2019 The project does not alter the waterway or watercourse,therefore this comment does not apply. However a Conditional Letter of Map Revision Based on Fill will be submitted to COAB for FEMA and community signature prior to forwarding to FEMA. ce -1y, J. & A , Imo. J. es M. Lucas, P.E. President ,� ' ` , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800JJ3 �'r� Application# G t V — (-DOt>3 Page I of 4 • FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This foram is to he tilled out in duplicate. SECTION I: General Provisions(APPLICANT to read and sign): I. No work of any kind may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked,all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may he required to fulfill local, state, and federal regulatory requirements. 7. Applicant hereby gives conse, to the Local Administr: n. or his/her representative to make reasonable inspections require yeti compliance. % 8. THE APPLICANT, CERTI r T ALL STATEME, S HEREIN AND IN ATTACHMENTS TO THIS APPLICATIO i' , TO TUEE ' OF MY KNOI LEDGE, TRUE AND ACCURATE. ,• Y (APPLICANT'S SIGNATURE) IN� 1 , SATE v SECTION 2: Proposed Development(To he completed by APPLICANT) NAME ADDRESS TELEPHONE APPLICANT Laura Ferrante , Selva preserve, T,i,C , 248 Levy Rd , At 1 .Rch , (904)333-5944 BUILDER _ ENGINEER J Lucas &As_soc)_ tes , Inc-,-1 3 n 5 Cedas eet-jax ,FL (904) 3q6-3060 PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would he helpful. Selva Preserve II , Lots 1-5 1 DESCRIPTION OF WORK (Check all applicable boxes): Application# (..I 4 t&' e)00 3 Page 2 of 4 A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE • O New Structure U Residential (1-4 Family) ❑Addition ❑Residential (More than 4 Family) U Alteration U Non-residential (Floodproofing?U Yes) U Relocation U Combined Use(Residential&Commercial) ID Demolition U Manufactured(Mobile) Home(In Manufactured O Replacement Home Park? U Yes) ESTIMATED COST OF PROJECT$ B. OTHER DEVELOPMENT ACTIVITIES IA Clearing ritFill U Mining ❑Drilling U Grading ❑ Excavation(Except for Structural Development Checked Above) ❑Watercourse Alteration(including Dredging and Channel Modifications) ❑Drainage Improvements (including Culvert Work) 0 Road, Street or Bridge Construction Subdivision(New or Expansion) ❑Individual Water or Sewer System 13 Other(Please specify) After completing SECTION 2, APPLICANT should submit form to the Local Administrator for review. SECTION 3: Floodplain Determination(To be completed by the Administrator) • 04 c»( The proposed development is located on FiRM Panel No. , Dated 11V,Z1 t . The Proposed Development: U Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). URIs partially located in the SFHA, but building/development is not. IRis located in a Special Flood Hazard Area • FIRM zone designation is k E_ . 0-% "100-Year" flood elevation at the site is: 7 ft. N@-V (MSL) 13 Unavailable ❑ Is located in the floodway. FBFM Panel No. Dated (if different from the FIRM panel and date) ❑ See Section 4 for additional instructions. SIGNED '�.I `�•k(,- c' DATE 4(i t Ct.. 2 Application# G t [ v eiQ Page 3 of 4 SECTION 4: Additional Lnformation Required (To he completed by Local Administrator) The applicant must submit the documents checked below before the application can be processed: M A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions, and proposed development. U Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water-resistant materials used below the first floor, details of floodprooting of utilities located below the first floor, and details of enclosures below the first floor. Also, Subdivision or other development plans. (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide "100-year" flood elevations if they are not otherwise available). (Yr-Plans showing the extent of watercourse relocation and/or landforrn alterations. l7 Change in water elevation (in feet) ❑ Meets ordinance limits on elevation increases ❑ YES ❑ NO kqV �� 0- Top of new compacted fill elevation ft.l (MSL). ❑ Floodproofing protection level (non-residential only) ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. O Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the "100-year" flood. A copy of all data and hydraulic/hydrologic calculations supporting this finding must also be submitted. Other: Lc) 6-4-3 a Ati29 12. -q °,zM Z-0-1-t— OF Z • 5 FT.\ lZ� s._,4.Ts I•-t 4rA or 7. 5 FT (1-4 ),\NI 0 SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A. ❑ Is B. O Is not in conformance with provisions of Local Law# , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If Box A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If Box B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals. Application# 3 Ltd tg - voo3 Page 4 of 4 APPEALS: Appealed to Board of Appeals'? U Yes U No Hearing date: Appeals Board Decision-Approved? U Yes U No Reasons/Conditions: SECTION 6: AS-BUILT ELEVATIONS (To he submitted by APPLICANT before Certification of Compliance is issued) The following information must he provided for structures that are part of this application. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 and 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s) and columns) is: ft.-NGV- (MSL). 2. Actual (As-Built)Elevation of floodproofing protection is ft.+IOV-D-(MSL). SECTION 7: COMPLIANCE ACTION(To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS DATE: BY DEFICIENCIES? O Yes U No DATE BY DEFICIENCIES? U Yes LI No DATE BY • DEFICIENCIES? U Yes U No SECTION 8: CERTIFICATE OF COMPLIANCE(To he completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: .DATE BY • 4 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 COMMUNITY ACKNOWLEDGMENT FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.38 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security, Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form must be completed for requests involving the existing or proposed placement of fill(complete Section A)OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The six digit NFIP community number and the subject property address must appear in the spaces provided below. Incomplete submissions will result in processing delays.Please refer to the MT-1 instructions for additional information about this form. Community Number: Property Name or Address: A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMR-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirement that no fill be placed in the regulatory floodway,and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. For Conditional LOMR-F requests,the applicant has or will document Endangered Species Act(ESA)compliance to FEMA prior to issuance of the Conditional LOMR-F determination.For LOMR-F requests,I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process.Section 9 of the ESA prohibits anyone from"taking"or harming an endangered species. If an action might harm an endangered species,a permit is required from U.S.Fish and Wildlife Service or National Marine Fisheries Service under Section 10 of the ESA. For actions authorized,funded,or being carried out by Federal or State agencies,documentation from the agency showing its compliance with Section 7(a)(2)of the ESA will be submitted.In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by DHS-FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to DHS- FEMA for a possible map revision. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature: (required) Date: B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this request for a LOMA. We understand that this request is being forwarded to DHS-FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature(required): Date: DHS-FEMA Form 086-0-26B,FEB 11 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 PROPERTY INFORMATION FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.63 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form may be completed by the property owner,property owner's agent,licensed land surveyor,or registered professional engineer to support a request for a Letter of Map Amendment(LOMA),Conditional Letter of Map Amendment(CLOMA),Letter of Map Revision Based on Fill(LOMR-F),or Conditional Letter of Map Revision Based on Fill(CLOMR-F)for existing or proposed,single or multiple lots/structures. In order to process your request,all information on this form must be completed in its entirety,unless stated as optional. Incomplete submissions will result in processing delays. Please check the item below that describes your request: ❑ LOMA A letter from DHS-FEMA stating that an existing structure or parcel of land that has not been elevated by fill(natural grade)would not be inundated by the base flood. ❑ CLOMA A letter from DHS-FEMA stating that a proposed structure that is not to be elevated by fill(natural grade)would not be inundated by the base flood if built as proposed. ❑ LOMR-F A letter from DHS-FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. A letter from DHS-FEMA stating that a parcel of land or proposed structure that will be elevated by fill ❑ CLOMR-F would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is built as proposed. Fill is defined as material from any source(including the subject property)placed that raises the ground to or above the Base Flood Elevation(BFE). The common construction practice of removing unsuitable existing material(topsoil)and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program(NFIP)map showing the area in a Special Flood Hazard Area(SFHA)is considered natural grade. Has fill been placed on your property to raise ground that was previously below the BFE? ❑ Yes ❑ No If yes,when was fill placed? mm/dd/yyyy Will fill be placed on your property to raise ground that is below the BFE? ❑ Yes* ❑ No If yes,when will fill be placed? mm/dd/yyyy * If yes,Endangered Species Act(ESA)compliance must be documented to FEMA prior to issuance of the CLOMR-F determination(please refer page 4 to the MT-1 instructions). 1. Street Address of the Property(if request is for multiple structures or units,please attach additional sheet referencing each address and enter street names below): 2. Legal description of Property(Lot,Block,Subdivision or abbreviated description from the Deed): 3. Are you requesting that a flood zone determination be completed for(check one): o Structures on the property? What are the dates of construction? (MM/YYYY) ❑ A portion of land within the bounds of the property?(A certified metes and bounds description and map of the area to be removed,certified by a licensed land surveyor or registered professional engineer,are required.For the preferred format of metes and bounds descriptions,please refer to the MT-1 Form 1 Instructions.) ❑ The entire legally recorded property? 4. Is this request for a(check one): ❑ Single structure ❑ Single lot O Multiple structures(How many structures are involved in your request?List the number: ❑ Multiple lots(How many lots are involved in your request?List the number: DHS-FEMA Form 086-0-26,FEB 11 Property Information Form MT-1 Form 1 Page 1 of 2 In addition to this form(MT-1 Form 1),please complete the checklist below. ALL requests must include one copy of the following: El Copy of the effective FIRM panel on which the structure and/or property location has been accurately plotted(property inadvertently located in the NFIP regulatory floodway will require Section B of MT-1 Form 3) El Copy of the Subdivision Plat Map for the property(with recordation data and stamp of the Recorder's Office) OR El Copy of the Property Deed(with recordation data and stamp of the Recorder's Office),accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses. The map should include at least one street intersection that is shown on the FIRM panel. El Form 2—Elevation Form. If the request is to remove the structure,and an Elevation Certificate has already been completed for this property,it may be submitted in lieu of Form 2. If the request is to remove the entire legally recorded property,or a portion thereof,the lowest lot elevation must be provided on Form 2. El Please include a map scale and North arrow on all maps submitted. For LOMR-Fs and CLOMR-Fs,the following must be submitted in addition to the items listed above: El Form 3—Community Acknowledgment Form For CLOMR-Fs,the following must be submitted in addition to the items listed above: ❑Documented ESA compliance,which may include a copy of an Incidental Take Permit,an Incidental Take Statement,a"not likely to adversely affect" determination from the National Marine Fisheries Service(NMFS)or the U.S.Fish and Wildlife Service(USFWS),or an official letter from NMFS or USFWS concurring that the project has"No Effect"on proposed or listed species or designated critical habitat.Please refer to the MT-1 instructions for additional information. Please do not submit original documents. Please retain a copy of all submitted documents for your records. DHS-FEMA encourages the submission of all required data in a digital format(e.g.scanned documents and images on Compact Disc[CD]). Digital submissions help to further DHS-FEMA's Digital Vision and also may facilitate the processing of your request. Incomplete submissions will result in processing delays.For additional information regarding this form,including where to obtain the supporting documents listed above,please refer to the MT-1 Form Instructions located at http://www.fema.gov/plan/prevent/fhm/dl_mt-l.shtm. Processing Fee(see instructions for appropriate mailing address;or visit http://www.fema.gov/fhm/frm_fees.shtm for the most current fee schedule) Revised fee schedules are published periodically,but no more than once annually,as noted in the Federal Register. Please note: single/multiple lot(s)/structure(s)LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: ❑$325(single lot/structure LOMR-F following a CLOMR-F) ❑$425(single lot/structure LOMR-F) ❑$500(single lot/structure CLOMA or CLOMR-F) ❑$700(multiple lot/structure LOMR-F following a CLOMR-F,or multiple lot/structure CLOMA) ❑$800(multiple lot/structure LOMR-F or CLOMR-F) Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to: National Flood Insurance Program. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Applicant's Name(required): Company(if applicable): Mailing Address(required): Daytime Telephone No.(required): E-Mail Address(optional):❑By checking here you may receive Fax No.(optional): correspondence electronically at the email address provided): Date(required) Signature of Applicant(required) DHS-FEMA Form 086-0-26,FEB 11 Property Information Form MT-1 Form 1 Page 2 of 2 • DEPARTMENT OF HOMELAND SECURITY-FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.1660-0015 ELEVATION FORM Expires February 28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this data collection is estimated to average 1.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing and submitting the form. This collection is required to obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to:Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,1800 South Bell Street,Arlington,VA 20598-3005,Paperwork Reduction Project(1660-0015). NOTE:Do not send your completed form to this address. This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A DHS-FEMA National Flood Insurance Program(NFIP)Elevation Certificate may be submitted in lieu of this form for single structure requests. For requests to remove a structure on natural grade OR on engineered fill from the Special Flood Hazard Area(SFHA),submit the lowest adjacent grade(the lowest ground touching the structure),including an attached deck or garage.For requests to remove an entire parcel of land from the SFHA,provide the lowest lot elevation; or,if the request involves an area described by metes and bounds,provide the lowest elevation within the metes and bounds description.All measurements are to be rounded to nearest tenth of a foot. In order to process your request,all information on this form must be completed in its entirety. Incomplete submissions will result in processing delays. 1. NFIP Community Number: Property Name or Address: 2. Are the elevations listed below based on ❑existing or ❑proposed conditions? (Check one) 3. For the existing or proposed structures listed below,what are the types of construction? (check all that apply) El crawl space El slab on grade ❑basement/enclosure 0 other(explain) 4. Has DHS-FEMA identified this area as subject to land subsidence or uplift?(see instructions) ❑Yes 0 No If yes,what is the date of the current re-leveling? / (month/year) 5. What is the elevation datum?❑NGVD 29 El NAVD 88 ❑Other(explain) If any of the elevations listed below were computed using a datum different than the datum used for the effective Flood Insurance Rate Map (FIRM)(e.g.,NGVD 29 or NAVD 88),what was the conversion factor? Local Elevation+/-ft.=FIRM Datum 6. Please provide the Latitude and Longitude of the most upstream edge of the structure(in decimal degrees to the nearest fifth decimal place): Indicate Datum: ❑WGS84 El NAD83 El NAD27 Lat. Long. Please provide the Latitude and Longitude of the most upstream edge of the property(in decimal degrees to the nearest fifth decimal place): Indicate Datum: ❑WGS84 ❑ NAD83 El NAD27 Lat. Long. Lowest Address Lot Number Block Lowest Lot Adjacent Base Flood BFE Source Number Elevation* Grade To Elevation Structure This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Email: Fax No. Signature: Date: *For requests involving a portion of property,include the lowest ground elevation within the metes and bounds description. Seal (optional) Please note:If the Lowest Adjacent Grade to Structure is the only elevation provided,a determination will be issued for the structure only. - DHS-FEMA Form 086-0-26A,FEB 11 Elevation Form MT-1 Form 2 Page 1 of 2 Continued from Page 1. Lowest Adjacent Address Lot Number Block Number Lowest Lot Grade To Base Flood BFE Source Elevation* Structure Elevation This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Email: Fax No. - Signature: Date: *For requests involving a portion of property,include the lowest ground elevation within the metes and bounds description. Seal (optional) Please note:If the Lowest Adjacent Grade to Structure is the only elevation provided,a determination will be issued for the structure only. DHS-FEMA Form 086-0-26A,FEB 11 Elevation Form MT-1 Form 2 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY PAYMENT INFORMATION FORM Community Name: Project Identifier: THIS FORM MUST BE MAILED,ALONG WITH THE APPROPRIATE FEE,TO THE ADDRESS BELOW OR FAXED TO THE FAX NUMBER BELOW. Please make check or money order payable to the National Flood Insurance Program. Type of Request: LOMC Clearinghouse ❑ MT-1 application 847 South Pickett Street ❑ MT-2 application} Alexandria,VA 22304-4605 Attn.: LOMC Manager FEMA Project Library ❑ EDR application 847 South Pickett Street Alexandria,VA 22304-4605 FAX(703)212-4090 Request No.(if known): Check No.: Amount: ❑ INITIAL FEE* ❑ FINAL FEE ❑ FEE BALANCE** ❑ MASTER CARD ❑ VISA ❑ CHECK ❑ MONEY ORDER *Note: Check only for EDR and/or Alluvial Fan requests(as appropriate). **Note:Check only if submitting a corrected fee for an ongoing request. COMPLETE THIS SECTION ONLY IF PAYING BY CREDIT CARD CARD NUMBER EXP. DATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Month Year Date Signature NAME(AS IT APPEARS ON CARD): (please print or type) ADDRESS: (for your credit card receipt-please print or type) DAYTIME PHONE: FEMA Form 81-107 Payment Information Form f) INSTRUCTIONS FOR COMPLETING OPTIONAL FORMS General While Forms 1 and 2 must be completed for all requests, Form 3 must only be completed when applicable. Instructions for completing this form are provided below. Community Acknowledgment Form (Form 3) The Community Acknowledgment Form(Form 3) must be completed for all requests involving the placement of fill, existing or proposed, or requests for land or structures that are inadvertently included in the NFIP regulatory floodway.The form must be completed and signed by the community official responsible for floodplain management in the community.The community name and the subject property address shown in Items 1 and 2 of the Property Information Form must appear in the spaces provided.Space has been provided within each section for the community official to provide comments on the project(e.g.Section A-The project is reasonably safe from flooding and satisfies Parts 60.3 and 65.5 of the NFIP regulations.Section B-Removal of the project from the regulatory floodway will not result in an increase in Base Flood Elevations.). If additional space is required by the community official to provide the community's comments on a project,additional sheets may be attached to the back of this form. Section A—Requests Involving the Placement of Fill Instructions for Communities: As a participant in the NFIP under 44 CFR 60.3(a)(2),you are required to ensure, prior to issuing a floodplain development permit,that an applicant is in compliance with local and NFIP regulations and has obtained all necessary Federal and State permits related to development. For CLOMR-F requests,applicants must document ESA compliance to FEMA prior to issuance of the CLOMR-F determination. For LOMR-F requests, ESA compliance is required independently of FEMA's process.The community must ensure that appropriate ESA permits are obtained per requirement under Section 60.3(a)(2)of FEMA's regulations.Additional information about these requirements is available on Page 4 of this instruction packet.Another common Federal permit requirement may include wetland permits under Section 404 of the Clean Water Act of 1972. If you need a wetlands permit or are not sure if one is required,contact your local U.S.Army Corps of Engineers District Office. Necessary State permits vary depending on the State. Instructions for Applicants: You are responsible for obtaining all necessary Federal,State,and local permits as a condition of obtaining a LOMR-F or CLOMR-F.Your community is required to verify that you have obtained these necessary permits prior to issuing a floodplain development permit or signing the Community Acknowledgment Form (MT-1 Form 3). In addition,for CLOMR-F requests,you must document to FEMA that ESA compliance has been achieved prior to issuance of the CLOMR-F determination. For LOMR-F requests, ESA compliance is required independently of FEMA's process.Your community must ensure that appropriate ESA permits are obtained per requirement under Section 60.3(a)(2)of FEMA's regulations.Additional information about these requirements is available on Page 4of this instruction packet.Another common Federal permit requirement may include wetland permits under Section 404 of the Clean Water Act of 1972. If you need a wetlands permit or are not sure if one is required,contact your local U.S.Army Corps of Engineers District Office. Necessary State permits vary depending on the State. To assist communities in determining if a property or structure,existing or proposed, is reasonably safe from flooding, DHS-FEMA has published Technical Bulletin 10-01.This bulletin outlines safe building practices,which when followed, may reduce the risk of flood damage to a property or structure. Community Officials interested in obtaining copies of this bulletin should visit our Internet site at http://www.fema.gov/media-library- data/20130726-1511-20490-3169/tb1001.pdf.Community Officials that do not have Internet access should contact the FMIX toll free at 1-877-FEMA MAP(1-877-336-2627). Instructions MT-1 Forms 12 I All inquiries regarding these,or other NFIP regulations,should contact the FMIX for assistance. Section B-Property Located within the Regulatory Floodway Required for all requests that are inadvertently included in the regulatory floodway.The regulatory floodway is the area of the Special Flood Hazard Area that must remain unobstructed in order to prevent unacceptable increases in Base Flood Elevations.This form must be signed by a community official, responsible for floodplain management,to acknowledge the community's acceptance of a revision to the regulatory floodway within the community. Instructions MT-I Forms 13 APPLICATION FORMS FOR CONDITIONAL AND FINAL LETTERS OF MAP AMENDMENT AND LETTERS OF MAP REVISION BASED ON FILL eLOMA A fast alternative to using the MT-1 application is eLOMA.eLOMA is a web-based application that provides licensed land surveyors and professional engineers a system to submit simple LOMA requests to FEMA. Many LOMA requests can be submitted to FEMA using eLOMA.You can find additional information about eLOMA,including the types of LOMA requests that qualify for the eLOMA process, at https://hazards.fema.gov. Online LOMC For requests that cannot be processed by eLOMA, FEMA has developed the Online LOMC tool to allow applicants to submit their requests electronically. This tool is a convenient way for applicants to upload all information and supporting documentation and check the status of their request online. Users can submit requests through this tool instead of filing the paper form via mail. You can find additional information about FEMA's Online LOMC Tool at www.fema.gov/online- lomc. General Background Information In 1968,the U.S.Congress passed the National Flood Insurance Act,which created the National Flood Insurance Program (NFIP).The NFIP was designed to reduce future flood losses through local floodplain management and to provide protection for property owners against potential losses through an insurance mechanism that allows a premium to be paid for the protection of those most in need.The creation of the NFIP represented a major shift in Federal strategy from previous structural flood-control and disaster relief programs. As part of the agreement for making flood insurance available to a community,the NFIP requires the community to adopt floodplain management ordinances that meet certain minimum requirements intended to reduce future flood losses.The community official or agency responsible for floodplain management in a community may be able to provide information that would be useful to a requester.This official or agency usually is responsible for engineering,public works,flood control,or planning in the community as well. Use of Application Forms The Department of Homeland Security's Federal Emergency Management Agency(FEMA) implemented the use of application forms for requesting revisions or amendments to NFIP maps for two reasons. First, because the forms provide a step-by-step process for requesters to follow and are comprehensive, requesters are assured of providing all of the necessary information to support their requests without having to go through an iterative process of providing additional information in a piecemeal fashion,which can result in a time-consuming and cost-intensive process.Second, use of the forms ensures that the requesters'submissions are complete and more logically structured,and generally allows DHS-FEMA to complete its review in a shorter timeframe. The application forms included in this package were designed to assist requesters(community officials, individual property owners,and others) in gathering the information DHS-FEMA needs to determine whether property(parcels of land or structures)is likely to be flooded during the flood event that has a 1-percent-annual-chance of being equaled or exceeded in any given year(base flood). Lands that are at risk of being inundated by the base flood are called Special Flood Hazard Areas(SFHAs). The forms in this package shall be used to request Letters of Map Amendment(LOMAs),Conditional Letters of Map Amendment(CLOMAs), Letters of Map Revision Based on Fill (LOMR-Fs), and Conditional Letters of Map Revision Based on Fill (CLOMR-Fs),as defined below. Please note that not all of the forms apply to every request.Only those forms that apply to the request should be submitted. Instructions MT-1 Forms 1 LOMA A letter from DHS-FEMA stating that an existing structure or parcel of land that has not been elevated by fill (natural grade)would not be inundated by the base flood. CLOMA A letter from DHS-FEMA stating that a proposed structure that is not to be elevated by fill(natural grade)would not be inundated by the base flood if built as proposed. LOMR-F A letter from DHS-FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. CLOMR-F A letter from DHS-FEMA stating that a parcel of land or proposed structure that will be elevated by fill would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is built as proposed. If the request is being made for a LOMA to be issued on a single residential property,the MT-EZ form,entitled "Application Form for Single Lot or Structure,Amendments to National Flood Insurance Program Maps," may be used instead of the forms in this package. Forms for this purpose may be downloaded from our website at https://www.fema.gov/mt-ez-form- instructions.This form is available in both an English and Spanish version. The forms in this package and the form entitled "Application Form for Single Lot or Structure,Amendments to National Flood Insurance Program Maps,"shall not be used in the following instances: • Requests involving changes in Base Flood Elevations (BFEs); • Requests involving changes in regulatory floodway boundary delineations; • Requests for properties in alluvial fan areas; • Requests involving property and/or structures that have been elevated by fill placed within the regulatory floodway, channelization projects, bridge/culvert replacement projects,or other flood control improvements;or • Requests involving changes in coastal high hazard areas(V zones). For such requests,the community must submit the request to DHS-FEMA in accordance with Title 44,Chapter I,Code of Federal Regulations(CFR), Part 65 of the NFIP regulations,which is available online at http://www.access.gpo.gov/nara/cfr/waisidx 02/44cfrvl 02.html, using the separately published MT-2 application forms package entitled "Application Forms and Instructions for Conditional Letters of Map Revision and Letters of Map Revision." Forms for this purpose may be downloaded from our website at https://www.fema.gov/mt-2-application-forms-and- instructions. Please note that the forms in this package may be used for property that has been inadvertently included in a V zone or the regulatory floodway. However,if the property is to be removed from a V zone,it must not be located seaward of the landward toe of the primary frontal dune. For additional assistance in completing these forms,you may consult the LOMA Tutorial,available on DHS-FEMA's Internet site at: https://www.fema.gov/online-tutorials/letter-map-amendment/letter-map-revision-f-tutorial-series-choose- tutorial. Data Submission Requirements In accordance with the NFIP regulations, DHS-FEMA will use the information provided by these application forms to make a determination on whether a property(parcel(s)of land or a structure(s)) is located within a designated SFHA. In certain instances,additional data that are not referenced on these forms may be required.A DHS-FEMA representative will notify the requester of any additional requirements. DHS-FEMA encourages the submission of the required data in digital format(e.g.scanned documents on a CD). This may help expedite the processing of your request. Instructions MT-I Forms 2 Applicable Regulations The regulations pertaining to LOMAs,CLOMAs, LOMR-Fs,and CLOMR-Fs are presented in Title 44,Chapter I,CFR, Parts 65 and 70,which is available online at http://www.access.gpo.gov/nara/cfr/waisidx 02/44cfrvl 02.html.The purpose of Part 70 is to provide an administrative procedure whereby DHS-FEMA will review information submitted by an owner or lessee of property who believes that their property has been inadvertently included in a designated SFHA. Part 70 provides information about the technical difficulty of accurately delineating the SFHA boundaries on a NFIP map for a community. Part 70 procedures shall not apply if the topography has been altered to raise the original ground to or above the BFE since the effective date of the first NFIP map [i.e.,a Flood Insurance Rate Map(FIRM)or Flood Hazard Boundary Map]showing the property to be within the SFHA. Requests involving changes in topography(such as the placement of fill)are handled under the procedures described in Part 65. Fee Requirements Title 44,Chapter I,CFR, Part 72 of the NFIP regulations,which is available online at http://www.access.gpo.gov/nara/cfr/waisidx 02/44cfrvl 02.html, presents information regarding the fee collection procedure initiated by DHS-FEMA to allow for the recovery of costs associated with the review of requests for CLOMAs, CLOMR-Fs,and LOMR-Fs via a review and processing fee.There is no review and processing fee for requests for single/multiple, lot/structure LOMAs. Revised fee schedules are published periodically, but no more than once annually,as a notice in the Federal Register. For the most up-to-date fee schedule, please contact the DHS-FEMA Map Information eXchange(FMIX)toll free at 1-877-FEMA MAP(1-877-336-2627)or consult the DHS-FEMA Internet site at https://www.fema.gov/flood-map-related-fees. Payment must be submitted in the form of a check or money order, made payable in U.S.funds to the National Flood Insurance Program,or by credit card payment. In addition,the requester must complete the Payment Information Form. The payment should be mailed together with the application and supporting data to the address listed in the Address for Submitting Requests section of these instructions. Basis of Determination If no fill has been placed, DHS-FEMA's determination as to whether the SFHA designation may be removed from the structure(s)on a property will be based on a comparison of the BFE with the elevation of the Lowest Adjacent Grade to the structure(lowest ground touching the structure) including any attached decks or garage. If fill has been placed, DHS-FEMA's determination will be based on a comparison of the BFE with the elevation of the lowest adjacent grade to the structure (lowest ground touching the structure) including any attached decks or garage and a completed Community Acknowledgment Form (see instructions for the Community Acknowledgment Form [Form 3]for more information). For DHS-FEMA to remove the SFHA designation from a legally defined property or portion of property that does not have a structure on it,the elevation of the lowest ground on the property must be at or above the BFE. Please note the following special considerations that may affect DHS-FEMA's determination: • In areas of shallow/sheet flooding(Zone AO),the elevation of the Lowest Adjacent Grade(including deck posts)of the structure(s)must be above the surrounding grade by an amount equal to or greater than the depth shown on the NFIP map. In addition,adequate drainage paths are required to guide floodwaters around and away from the structure(s);the structure(s)should be on an elevated pad within the Zone AO area.With your application package,in addition to elevation information regarding the structure(s), provide a map showing the topographic data of the property and the immediate surrounding area,and the location of any structure(s)existing on the property(certified by a registered professional engineer or licensed land surveyor)to demonstrate that the above criteria have been met. • If the lowest floor of a building has been elevated on posts, piers,or pilings above the BFE and any portion of the structure(i.e., posts,pilings,or piers)is still below the BFE,the building will not be removed from the SFHA. Instructions MT-1 Forms 3 Response Timeframe In accordance with the procedures of Title 44,Chapter I,CFR, Part 72,which is available online at http://www.access.gpo.gov/nara/cfr/waisidx 02/44cfrvl 02.html, DHS-FEMA will notify the requester of the determination in writing within 60 days of the date of receipt of all required data. Information about the status of active Letter of Map Change(LOMC) requests is available from DHS-FEMA's Mapping Information Platform (MIP) at https://hazards.fema.gov.The MIP allows requesters to search Open LOMCs by entering their Project(Case) Number and Project Type to find out the status of their request. From the MIP Home Page requesters should click on Tools& Links, Public Reports and select Public Reports from the Report Category dropdown. Effect on Insurance Purchase Requirements Although DHS-FEMA may issue a LOMA or LOMR-F removing a structure(s)from the SFHA, it is the lending institution's prerogative to require flood insurance,as a condition of a loan, if it deems such action appropriate. Historically,about 25% of all flood claims occur in areas outside of the SFHA. Property owners are strongly encouraged to convert their existing policy, using the premiums already paid for that policy,to a lower-cost Preferred Risk Policy(PRP),which is available for structures located outside the SFHA. For more information about the PRP,contact your agent or broker or visit http://floodsmart.gov/prp. If the lending institution agrees to waive the flood insurance purchase requirement for a structure,the property owner is eligible for a full refund of the premium paid for the current policy year, provided that no claim is pending or has been paid on the policy in question during the same policy year. If the property owner has been required to renew his or her policy during a period when a revised NFIP map was being printed,the premium will be refunded for an additional year.To initiate processing of the refund,the property owner should provide the LOMA or LOMR-F and evidence of the waiver of the flood insurance requirement from the lending institution to the insurance agent or broker who sold the policy. Conditional Determinations To qualify for a CLOMA or CLOMR-F,the proposed project must meet the same criteria as those required for a LOMA or LOMR-F.After construction is completed or fill is placed,certified as-built information must be submitted to DHS-FEMA for a LOMA or LOMR-F to be issued.The NFIP regulations do not require that a CLOMA or CLOMR-F be requested and issued for a proposed project.Check with local community officials to see if they are required. Property owners and developers should note that a CLOMA or CLOMR-F does not remove the mandatory purchase of flood insurance requirements, it merely provides comment on the proposed plan and does not revise or amend the NFIP map. Once the project has been completed another application will have to be submitted with the as built conditions to receive a LOMA or a LOMR-F which in turn removes the federal requirements for mandatory purchase of flood insurance. It also does not relieve Federal agencies of the need to comply in carrying out their responsibilities for providing federally undertaken, financed,or assisted construction and improvements or in their regulating and licensing activities, in accordance with the provisions of Executive Order 11988(https://www.fema.gov/environmental-planning-and-historic-preservation- program/executive-order-11988-floodplain-management). Endangered Species Act Compliance CLOMR-F applicants are responsible for documenting to FEMA that Endangered Species Act(ESA)compliance has been achieved prior to FEMA's review of a CLOMR-F application. ESA compliance may be documented by submitting to FEMA a copy of an Incidental Take Permit, an Incidental Take Statement,a "not likely to adversely affect"determination from the National Marine Fisheries Service(NMFS)or the U.S. Fish and Wildlife Service(USFWS),or an official letter from NMFS or USFWS concurring that the project has"No Effect"on proposed or listed species or designated critical habitat.The applicant may begin by contacting a NMFS or USFWS office,State wildlife agency office,or independent biologist to identify whether threatened or endangered species exist on the subject property and whether the project associated with the CLOMR-F request would adversely affect species or designated critical habitat.These entities are also available to discuss questions pertaining to listed species and ESA compliance. If potential adverse impacts could occur,then NMFS or USFWS may require changes to the proposed activity and/or mitigation. Instructions MT-I Forms 4 For CLOMA, LOMA,and LOMR-F requests involving floodplain activities that have occurred already,private individuals and local and state jurisdictions are required to comply with the ESA independently of FEMA's process. These requests do not provide the same opportunity as CLOMR-Fs for FEMA to comment on the project because CLOMAs and LOMAs do not involve a physical modification to the floodplain and because LOMR-Fs are issued only after the physical action has been undertaken in the floodplain. Additional information about the ESA and these requirements is available on https://www.fema.gov/national- flood-insurance-program-endangered-species-act or by requesting a copy from the DHS-FEMA Map Information eXchange(FMIX)toll free at 1-877-FEMA MAP(1-877-336-2627).Although FEMA's staff is not available to assist with this process, NMFS and the USFWS both have staff available around the country to answer questions about threatened and endangered species and ESA compliance. Address for Submitting Requests DHS-FEMA encourages electronic submissions through the Online LOMC tool at https://hazards.fema.gov.This tool is a convenient way for applicants to upload all required information and supporting documentation and check the status of their request online. Users can submit requests through this tool instead of filing the paper form via mail. However,for requests submitted via mail, DHS-FEMA encourages the submission of all required data in digital format(e.g.scanned documents on a CD). Please submit all application forms and data to support a request for a flood zone determination, including any applicable fees to the address listed below. Incomplete submissions will result in processing delays. LOMC CLEARINGHOUSE 3601 EISENHOWER AVENUE, SUITE 500 ALEXANDRIA, VA 22304-6426 FEMA REGIONS •Seattle X VIII store .mss„• • OaklandDenver VII '" III Philadelphia • IX Karon - Cityw z� Gam 0 V I •Atlanta • Denton I V Instructions MT-1 Forms 4 INSTRUCTIONS FOR COMPLETING THE PROPERTY INFORMATION FORM (FORM 1) General Instructions The Property Information Form (Form 1) may be completed by the property owner,or on behalf of the property owner by authorized persons including but not limited to;the property owner's agent, licensed land surveyor,or registered professional engineer to support a request for a Letter of Map Amendment(LOMA),Conditional Letter of Map Amendment(CLOMA), Letter of Map Revision Based on Fill (LOMR-F),or Conditional Letter of Map Revision Based on Fill(CLOMR-F)for existing or proposed,single or multiple lots/structures. Before completing this form,the requester must obtain the following documents from the County/Parish Clerk, Recorder,or Register of Deeds for the community: • A copy of the Deed for the property,showing the recordation information(e.g., Book/Volume and Page numbers or Document/Instrument number)containing the recorder's seal and recordation date, accompanied by a tax assessor's or other suitable map showing the surveyed location of the property. OR • A copy of the Plat Map for the property,showing the recordation information(e.g.,Book/Volume and Page numbers or Document/Instrument number)and containing the recorder's seal and recordation date. The requester also must obtain a photocopy of the effective FIRM panel(including the Title Block)that shows the area in which the property is located.The FIRM should be available at the community map repository or from the community official or agency responsible for floodplain management.However,digital copies of the FIRM Index and FIRM panels may be available on the Map Service Center(MSC).Interested parties may visit the MSC website at https://msc.fema.gov/portal or contact the DHS-FEMA Map Information eXchange by calling 1-877-FEMA MAP(1- 877-336-2627).A FIRMette,which can also be printed free of charge from the MSC website, may be submitted in lieu of a photocopy of the FIRM. Requesters without Internet access should contact the DHS-FEMA Map Information eXchange by calling 1-877-FEMA MAP(1-877-336-2627). Requesters should note that for multiple property(structure or lot)requests,this form should only be completed once to describe the entire project.One form for each lot is not necessary. Specific Instructions Basis of Request Select the type of MT-1 Letter of Map Change(LOMC)being requested,by checking only one box. Next to each type of LOMC a brief definition has been provided to assist the requester in making an informed selection. Fill Placement Fill is defined as material from any source(including the subject property)placed that raises the ground(natural grade)to or above the Base (1%-annual-chance) Flood Elevation (BFE).The common construction practice of removing unsuitable existing material (topsoil)and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program (NFIP)map showing the area in a Special Flood Hazard Area is considered natural grade.The Special Flood Hazard Area(SFHA)is the area that would be inundated by the base flood.Assistance to ascertain if fill has been placed on your property may be available from the community official or agency responsible for floodplain management.You may consult with the community map repository to obtain previous editions of the NFIP map,archived topographic data,or permit drawings related to construction on the site. If the structure footprint is located on ground higher than the surrounding area,fill may have been placed.Additional sources for assistance would include the developer or engineer/designer of the subdivision, previous owners of the site, persons who have owned or resided on adjacent parcels,and large scale aerial photographs(check the tax assessor's office). In addition,digital copies of historic NFIP maps may be available on DHS-FEMA's Map Service Center(MSC). Interested parties may visit the MSC website at https://msc.fema.gov/portal or contact the DHS-FEMA Map Information eXchange by calling 1-877- Instructions MT-1 Forms 5 FEMA MAP(1-877-336-2627). Requesters without Internet access should contact the DHS-FEMA Map Information eXchange by calling 1-877-FEMA MAP(1-877-336-2627). Regardless of the type of LOMC being requested, DHS-FEMA must require the requester to clearly state,to the best of his or her knowledge,whether fill was or was not placed on his or her property.The requester must select either"yes"or"no." If fill was placed on the property,the requester must provide the month and year fill was placed. In addition,for proposed projects, DHS-FEMA requires the requester to clearly state whether fill will be placed on his or her property. If fill will be placed,the requester must provide the month and year fill will be placed. In addition,the applicant must then provide documentation to show that ESA compliance has been achieved. Additional information about these requirements is available on Page 4 of this instruction packet. Number 1-Street Address Enter the street address(911 type)for the structure or property being reviewed (subject property). For requests involving multiple lots,structures,or units,attach a separate piece of paper including all street addresses when space is insufficient. Number 2- Legal Description Describe the property by referring to the Deed or Plat Map.The description may consist of a lot number and subdivision name,a parcel number,a tract number,or any other information provided in the Deed or Plat to identify the property(e.g. Lot 2, Block 1, Floodville Estates). It is not necessary to reproduce a lengthy description of the property as it appears in the Deed. Number 3-Subject of Determination DHS-FEMA makes determinations on parcels of land or structures.The requester should select structure, portion of a parcel,or a parcel of land. If the request is for a structure on a property,the date of construction must be provided in this section. Date of construction information may usually be obtained from real estate settlement documents,the property developer,or the local government office where real estate and/or land development transactions are recorded. If there is more than one structure on a property,attach a separate piece of paper with the dates of construction. If the request is for a portion of a parcel,a certified metes and bounds description and map of the area to be removed,certified by a licensed land surveyor or registered professional engineer,are required.The metes and bounds description must cover the specific area to be removed,and it must be tied to an identifiable starting point. If the description is for a legally recorded lot or parcel,the metes and bounds description should commence or begin at the lot or parcel corner. Metes and bounds descriptions must not intersect or coincide with the footprint of an existing structure. Please see the example below for the preferred format of metes and bounds descriptions. BEGINNING at the northeast lot corner;thence S16°42'22"E, 100.00 feet;thence S33°14'40"W, 145.92 feet;thence S89°13'29"W, 156.01 feet;thence N16°42'22"W,223.14 feet;thence 210.49 feet along a curve to the left having a radius of 542.00 feet to the POINT OF BEGINNING DHS-FEMA encourages the submission of metes and bounds descriptions in digital format on CD.This may help expedite the processing of your request. Number 4-Number of Structures or Properties DHS-FEMA makes determinations on single or multiple, lots(parcels of land)or structures.Select the choice that best describes your request. Instructions MT-1 Forms 6 Required Data All requests must include the following data: • Property description documentation must be enclosed for every request and will consist of either the Plat Map or Deed(containing the recorder's stamp and recordation date)accompanied by a tax assessor's map or other suitable map showing the surveyed location of the property.The recordation data(e.g., Book,Volume, Page, Reel, Document Number,and Date) must be evident on the copies of these documents so that DHS- FEMA may use the legal description of the property. In addition, DHS-FEMA must be able to identify the property exactly. If the property is not recorded on a Plat Map,a copy of a tax assessor's map or other suitable map must be submitted to aid DHS-FEMA in locating the property.The map should include at least one street intersection that is shown on the FIRM panel. • A photocopy of the effective FIRM panel,annotated to show where the property is located, must be submitted for every request. If your community has a separate Flood Boundary and Floodway Map(FBFM), please include a copy.The panel number and effective date of the FIRM must appear on the copy submitted. The actual map or a photographic copy must be used. • The Elevation Form (Form 2) must be included for all requests,except requests for determinations in which the FIRM already shows the property to be CLEARLY outside the SFHA. For cases in which the determination for the property or structure is uncertain,elevation data must be submitted to provide a definitive determina- tion.This form must be completed by a licensed land surveyor or registered professional engineer. If an NFIP Elevation Certificate has been completed for a structure, it may be submitted in lieu of this form.The Elevation Certificate must be certified by a licensed land surveyor or registered professional engineer. • The Community Acknowledgment Form (Form 3) must be included for all LOMR-F or CLOMR-F,or for LOMA requests in which the property has been inadvertently included within the NFIP regulatory floodway. For LOMR-F and CLOMR-F requests only Section A needs to be completed. For LOMA requests in which the property has been inadvertently included within the regulatory floodway,only Section B needs to be completed(see INSTRUCTIONS FOR COMPLETING OPTIONAL FORMS of these instructions for additional information on the certification requirements of this form). • Documented ESA compliance must be submitted for CLOMR-Fs only.Appropriate documentation includes a copy of an Incidental Take Permit,an Incidental Take Statement,a"not likely to adversely affect" determination from NMFS or USFWS,or an official letter from NMFS or USFWS concurring that the project has "No Effect"on proposed or listed species or designated critical habitat.Additional information about these requirements is available on Page 4 of this instruction packet. Review and Processing Fee The appropriate review and processing fee must be submitted for requests involving proposed projects and for requests involving the placement of fill (e.g., CLOMA, LOMR-F,or CLOMR-F).The Payment Information Form should be included with the processing fee. No fee is required to obtain a determination based on existing conditions(i.e. LOMA)as long as no fill has been placed. For the current fee schedule visits DHS-FEMA's Flood Map-Related Fees Internet site: https://www.fema.gov/flood-map-related-fees. Signature The requester must provide his or her name, mailing address, and telephone number.The requester must also sign and date,where indicated,to certify the accuracy of the information provided.A Licensed Land Surveyor, Registered Professional Engineer,or other designated agent may sign this form for the requester if they are submitting on their behalf. Providing an email address is optional, however, providing one will make it easier for DHS-FEMA to contact you if necessary and may facilitate the processing of your request. Instructions MT-1 Forms 7 INSTRUCTIONS FOR COMPLETING THE ELEVATION FORM (FORM 2) General Instructions The Elevation Form (Form 2) must be completed by a licensed land surveyor or registered professional engineer (authorized by law to certify the information requested). If the request is to make a determination on the structure, and an NFIP Elevation Certificate has already been completed for this property,it may be submitted in lieu of this form. If the request is to make a determination on the entire legally recorded property,or a portion thereof,the lowest lot elevation must be provided on Form 2. If the request is to have the SFHA designation determined for the entire legally recorded property, but the only elevation provided is the Lowest Adjacent Grade to Structure,the determination will be issued for the structure. For a licensed land surveyor or registered professional engineer to complete this form, it will be necessary to obtain the effective Flood Insurance Rate Map(FIRM) panel,effective Flood Boundary and Floodway Map(FBFM)panel(if printed),and Flood Insurance Study(FIS) report that cover the area in which the property is located.These can be obtained from the community map repository or may be available from the Map Service Center(MSC). Interested parties may visit the MSC website at https://msc.fema.gov/portal or contact the DHS-FEMA Map Information eXchange by calling 1-877-FEMA MAP(1-877-336-2627).Surveyors and engineers who do not have Internet access should contact the DHS-FEMA Map Information eXchange by calling 1-877-FEMA MAP(1-877-336-2627). Number 1-Community Number Provide the six digit NFIP community number as it appears in the Title Block of the FIRM panel. In addition, include the name of the property(i.e. legal description)and/or the property's address. Man new sO rbraa .nor ROM rots,twat FIRM FIRM ROOD INSMMa ICE rP ROOD OOM'TItI LII MP TOWN or PI.00D COUNTY. FI.00DVII.I.E CemmeallyNMN — USA AND now con n'.u u INCORPORATED AREAS MBA OF 21 IMI SDN e . e _ . CesammIty Naafrr paII16116 M•O IIP Mel 111.1611311.1--.-- paw Of nip . MINIUM Ilember AMR 111,111111 ow mien lfbolM Dale 11111111111111111101111111111. Figure 1. Sample ARM Panel Figure 2. Sample FIRM Panel (Single Community) (Countywide) For additional information on reading FIRM panels you may consult the tutorial "How to Read a FIRM"on DHS- FEMA's Internet site: http://www.fema.gov/media/fhm/firm/ot firm.htm. *Please note that,in some communities,the only NFIP maps available may be Flood Hazard Boundary Maps, instead of FIRMs. Number 2-Conditionals Identify whether the elevations being provided are based on existing or proposed conditions. Number 3-Type of Construction If the request involves or will involve a structure,provide the type of construction. Instructions MT-1 Forms 8 Crawl Space—The bottom floor is below the first floor, is enclosed by solid and partial perimeter walls, and may be above ground level (grade)on one or more sides.Spaces below ground level on all sides must meet the requirements of FEMA Technical Bulletin 11-01.Spaces with a bottom floor elevation more than 2.0 feet below the Lowest Adjacent Exterior Grade (LAG)elevation will be classified as a basement. Slab on Grade—The bottom floor is at or above ground level (grade)on at least one side. Basement/Enclosure—The bottom floor(basement or underground garage)is below ground level (grade) on all sides.See Crawl Space above. Other—All other structure types not listed above including, but not limited to split levels,structures on piers, mobile homes,etc. Please be as detailed as possible. Number 4- Elevation Datum Provide the elevation datum(e.g., NGVD 29, NAVD 88,or other specified)for which the property elevations shown on the form are referenced. If the datum being referenced is different than the datum used to produce the effective FIS, please provide the datum conversion. Please note that mean sea level datum (MSL) is used within the Commonwealth of Puerto Rico and local tidal datum(LTD)is used within the U.S.Virgin Islands. Number 5 -Geographic Coordinate Data The surveyor or engineer must provide the latitude and longitude of the property in decimal degrees to the 5th decimal place(00.00000),and indicate the appropriate horizontal datum,WGS84, NAD83,or NAD27. Number 6-Subsidence or Uplift Land subsidence is the lowering of the ground as a result of water,oil,gas extraction,as well as other phenomena such as soil compaction,decomposition of organic material,and tectonic movement. Periodically,the National Geodetic Survey re-levels some benchmarks to determine new elevations above the National Geodetic Vertical Datum of 1929(NGVD 29)or above the North American Vertical Datum of 1988(NAVD 88);however, not all benchmarks are re-leveled each time. Check"yes" if the area of the property is in an area of subsidence or uplift,and provide the date of the current re- leveling;check"no" if the area of the property is not in an area of subsidence or uplift. In areas experiencing ground subsidence(e.g., Harris County,Texas,and Incorporated Areas);the most recently adjusted Elevation Reference Mark(ERM) must be used for accurate ground and structure elevations. Please consult the effective Flood Insurance Study(FIS)for your community or local floodplain administrator for the most current ERM data. In general,the effects of subsidence can be accounted for by determining grade and structure elevations using benchmark elevations with the same re-level date as the benchmarks used to develop the Base(1%-annual- chance) Flood Elevations(BFEs)on the FIRM. Please be aware that benchmark re-level dates can be different for different flooding sources. No adjustment is necessary to the BFEs on the FIRM. Elevation Table A row in the elevation table must be completed for each property(parcels of land or structures)involved in this request(subject property). Address—Provide the street address(911 type)for subject property. Lot/Block Number—Provide the property's lot and/or block number if available. In the absence of a lot or block number,the registered professional engineer or licensed land surveyor must include an identifier that clearly states for what the elevations are being referenced (e.g. residential structure,commercial building,unit 1,etc.). Lowest Lot Elevation—For requests involving property, or a portion thereof, provide the lowest lot elevation to the nearest tenth (0.1)of a foot or meter. If the FIRM shows BFEs in meters,the accuracy of the lowest lot Instructions MT-1 Forms 9 elevation must be to the nearest tenth of a meter. If the BFE varies across the property,please provide a certified site plan showing the range of elevations across the property. Lowest Adjacent Grade(LAG)to the Structure—For requests involving a structure, provide the LAG elevation (the elevation of the lowest ground touching the structure including attached patios,stairs, deck supports or garages),to the nearest tenth (0.1)of a foot or meter. If the FIRM shows BFEs in meters,the accuracy of the LAG elevation must be to the nearest tenth of a meter. Base Flood Elevation—Provide the BFE affecting the property. FEMA will verify the BFE during the review process. BFEs can be obtained by locating the property on the effective FIRM for the community in which the property is located. Upon locating the property on the FIRM,the engineer or surveyor should determine the type of flooding and in which flood zone the property is located.The summary below will provide direction for how to determine the BFE as a result of the flooding type and flood zone determination. Base Flood Elevation Source—Provide the source used in determining the BFE(e.g. FIRM, profile,floodway data table,Community Determined,or other source).When submitting a BFE that is either community determined or from an alternate source, please include in the request, sufficient data that supports the BFE. • Riverine Flooding Systems(Zones AE or A1-A30)—Consult the FIS report for the community in which the property is located. Next, locate the flood profile for the flooding source by name. Estimate the property's location along the flood profile and interpolate the BFE using the 100-yr.flood profile line. • Lacustrine(Stillwater) Flooding Systems—Consult the FIS report for the community in which the property is located. Next, locate the Summary of Stillwater Elevations table. Locate the flooding source, by name, and use the BFE listed in the table.The flooding source's BFE is normally shown to the nearest one-tenth of a foot. If the flooding source is not listed in the"Summary of Stillwater Elevations"table, use the BFE as shown on the FIRM. • Coastal Flooding Systems(Zones AE or Al-A30 and VE or V1-V30)—Obtain and use the whole foot BFE from the effective FIRM Panel. (Any structure/parcel of land located seaward of the landward toe of the primary frontal dune may not be removed from a Zone VE or V1-V30.) • Zone A Flooding—If the property is located in a Zone A,an area of approximate flooding with no BFEs determined,a BFE will need to be determined by the engineer or surveyor. First,the engineer or surveyor should determine if a Federal,State,or local government agency has developed a BFE.Such agencies include the U.S.Army Corps of Engineers,the U.S.Geological Survey,the State's Department of Natural Resources, Department of Environmental Quality,or Department of Transportation;or the local Planning and Zoning Department. If one has been developed,all supporting data and calculations used to develop the BFE must be submitted,or a letter directly from the government agency must be submitted. If a BFE has not previously been developed,the engineer or surveyor should consult DHS-FEMA 265, Managing Floodplain Development in Approximate Zone A Areas:A Guide for Obtaining and Developing Base(100- year)Flood Elevations, available online at http://www.fema.gov/library/viewRecord.do?id=2215.This publication is an excellent resource,which details the appropriate methods for determining BFEs in SFHAs designated flood zone A.To obtain additional information about developing BFEs,contact the DHS-FEMA Map Information eXchange at 1-877-FEMA MAP(1-877-336-2627). If the property is greater than 50 lots or 5 acres,whichever is the lesser,the engineer or surveyor must determine a BFE as a provision of Part 60.3(b)(3),which is available online at http://www.gpo.gov/fdsys/pkg/CFR-2003-title44-vol1/xml/CFR- 2003-title44-vol l-sec60-3.xm I. • Shallow Flooding(Zone AH)—If the property is located in flood zone AH, locate the Summary of Stillwater Elevations table in the FIS report. Identify the flooding source, by name, and use the BFE listed in the table. If no Summary of Stillwater Elevations table exists, use the BFE shown on the FIRM If different elevations appear within the same SFHA,the BFE is obtained by linear interpolation between two adjacent BFE lines. • Shallow/Sheet Flooding(Zone AO)—For a property located in Zone AO,the characteristics of the Zone AO area shown on the NFIP map will determine the appropriate methodology to be used to develop the BFE for the property. If the flooding is conveyed by the street, provide the highest top of curb or crown of street elevation (whichever is higher)along the property line and add this to the depth of flooding.The lowest adjacent grade elevation must be above the curb or street elevation by an amount equal to or Instructions MT-I Forms 10 greater than the depth of flooding shown on the NFIP map. If the entire property is inundated by the SFHA and the flow is not conveyed by the street,add the depth of flooding to the average surrounding grade. If the property is partially inundated by the SFHA and the street does not convey the flow,add the depth of flooding to the lowest lot elevation.Along with the information required for one of the above- mentioned methods, provide sufficient certified topographic information, including flow paths,to show that the structure is located on high ground relative to the depth indicated on the NFIP map. If the request involves multiple properties(parcels of land or structures),elevations must be provided for each property. If the number of properties for which DHS-FEMA is to make a determination exceeds the number of rows on the Elevation Table, additional photocopies of the table may be attached to the back of the Elevation Form. Certification (by a licensed land surveyor, registered professional engineer, or architect) The certifier must provide his or her name, license number and expiration date, his or her company name, telephone number and, if applicable, his or her fax number and email address.The certifier's seal, if available, may be provided here.The certifier must sign and date the Elevation Form,where indicated,to certify the accuracy of the information provided. Not all states authorize architects and engineers to certify elevation information. Consult the state board of registration for more information. Instructions MT-I Forms 11 • Tayor. Ei _tqo Ott 9556 Historic Kings Road 5,Suite 102 Jacksonville,Florida 32257 ,' Civil Design�1 Consulting Engineets C 9041 316-0671-f:(904)3163051 www.TaylorandMite.corn December 23, 2014 Mr. Rick Wood Atlantic Beach Partner, LLC 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 RE: Atlantic Beach Country Club 100-yr Flood Plain Compensatory Storage Taylor &White, Inc. (T&W) Project No. 12210 Mr. Wood, Pursuant to the Easement and Flood Plain Compensation Agreement ("The Agreement") between Selva Marina Country Club, Inc., and Selva Preserve, LLC, please accept this letter as adequate documentation that all of the requirements outlined within The Agreement have been met. During the design and permitting of the development, Taylor & White, Inc., prepared the Flood Plain Compensation calculations showing the existing flood plain storage and the proposed flood plain storage across the development. Due to historical flood issues across the existing Selva Marina golf course, additional treatment basins were provided to better concentrate the flooding and to provide additional storage for the 100-yr Flood Plain. In addition, there was an extra 30,000 cubic yards of Flood Plain Compensation to be allocated to the future Selva Preserve development. Based on the provided survey and topographical information, there was approximately 44,188 cubic yards of available storage within the 100-yr Flood Plain throughout the existing golf course. With the redesign of the development, the treatment basins, new stormwater ponds and existing pond expansions, the proposed Atlantic Beach Country Club development will provide approximately 96,276 cubic yards of storage within the 100-yr Flood Plain. This provides an excess of approximately 52,088 cubic yards of storage, of which 30,000 cubic yards is allocated to the future Selva Preserve development. Attached for your reference and file are copies of the existing and proposed 100-yr Flood Plain calculations. Should you have any questions, please do not hesitate to give me a call. Sincerely, Taylor& White, Inc. k\\\ D. G ynn Taylor, P.E. '' `s President t\ Q` i\ T:12012\12210 Selva Marina Country CIub1MemOS Letters\Let of Compensatory Storage_Wood_12-23-14.docx Atlantic Beach Country Club Existing 100-Yr. Flood Plain Calculations AREA#1 =Flood Plain Storage provided within Golf Course Volume Method used is the Half Method V=(A'L)12 A from EL=7.0-6.0= 483849.8 ft^2 100-yr Floodzone EL.= 7.0 ft V= 120,962.45 cu.ft. Average Existing Grade= 6.5 ft 05ft A from EL=6.0-5.0= 534662.0 ft^2 100-yr Floodzone EL.= 7.0 ft V= 400,996.50 cu.ft. Average Existing Grade= 5.5 ft 1.5 ft A from EL=5.0-4.0= 323830.7 ft^2 100-yr Floodzone EL.= 7.0 ft V= 404,788.38 cu.ft. Average Existing Grade= 4.5 ft 2.5 ft A from EL=4.0-Creek= 25192.8 ft^2 100-yr Floodzone EL.= 7.0 ft V= 40,938.30 cu.ft. Average Existing Grade= 3.8 ft 33ft Total Volume Area#1 = 967,685.63 cu.ft. = 35,840.21 cu.yd AREA#2=Floodplain storage within ponds Pond Horseshoe#2 East-West(assume 4:1 side slopes) Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOO 6.00 1 46 0.71 30,960.05 Ex.Water Level 5.50 1 '-, 7 0.00 Bottom 1.00 0 61 0 Note'Volume available from Ex.Water Level to Top of Bank Pond#3 North-South(assume 4:1 side slopes) Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOB 8.00 1.57 0.0c,, 1.67 72,543.37 100-yr Flood El 7.00 1 42 67 1.67 Ex.Water Level 5.75 1 24 a 00 0.00 Bottom 0.50 0.47 0 Note-Volume available from Ex.Water Level to 100-yr Floodplain Elevation Ex.Linkside SWMF-1 Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOB 7.00 1.08 2 80 2.80 121,902.66 Ex.Water Level 4.10 C.r,; 0.00 0.00 Bottom 0.10 0.53 0 Note Volume available from Ex.Water Level to Top of Bank. _N� 'Total Volume Area#2 = 225,406.08 cu.ft.8,348.37 8,348.37 cu.yd `�` (Total Volume Existing = 7,193,091.7 �� = 44,18 Nayop Atlantic Beach Country Club Proposed 100-Yr. Flood Plain Calculations AREA#1 = Flood Plain Storage prov ided within Ponds SWMF-4 Cumulative C=datire Description Elevation Area(AC) Volume Vdurre(AC-FT) Volume(CF) TOB 7.50 4.19 9.32 406,088.10 100-yr Flood El. 7.00 3.76 4.67 9.32 Elevation 5.50 2A7 4.65 4.65 Normal Water Level 3.50 2.18 0.00 0.00 Bottom -3.00 1.02 0 Note:Volume available from Normal Water Level to 100-yr Floodplain Elevation SWM F-6 Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOB 9.75 0.96 0.83 36,192.23 100-yr Flood El. 7.00 0.72 0 83 0.83 NW_ 5.75 0.61 0.00 0.00 MAX BOTTOM -5.25 0.08 0 Note:Volume available from Normal Water Level to 100-yr Floodplain Elevation Modified Linkside SWMF-1 Currulative Ciarulatlbe Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) 100-yr Flood El. 7.00 2.15 4.31 5.78 251,711.46 Control Elevation 4.89 1.94 0.75 1.46 Elevation 4.50 190 0.72 0.72 Normal Water Level 4.10 1.68 0.00 0.00 Bottom -7.50 1.00 0 Note:Volume available from Normal Water Level to 100-yr Floodptan Elevation (Total Volume Area#1 = 693,991.79 cu.ft. 25,703.40 cu.yd A�\\V o�QP 6) '# \\\V % 10 Atlantic Beach Country Club Proposed 100-Yr. Rood Plain Calculations AREA#2 = Floodplain storage within Golf Course Depressions TB-7 Currxlative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOB 7.00 2.05 3.64 3.94 171,517.50 Bottom 4.50 1.10 0 Note:Volume available from Bottom of Basin to 100-yr Floodplain Elevation TB-8 Curuiative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOB 7.00 8.05 16.71 16.71 727,996.50 Bottom 4.50 5.32 0 Note:Volume available from Bottom of Basin to 100-yr Floodplain Elevation TB-9 Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) TOB 7.00 5.47 11.18 11.18 486,783.00 Bottom 4.50 3.47 0 Note:Volume available from Bottom of Basin to 100-yr Floodplain Elevation TB-1 0 Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) ELEVATION 7.00 1.02 1.98 1.98 86,031.00 Bottom 4.50 0.56 0 Note:Volume available from Bottom of Basin to 100-yr Floodplain Elevation TB-11 Cumulative Cumulative Description Elevation Area(AC) Volume Volume(AC-FT) Volume(CF) 100-YR Floodplain 7.00 2.00 0 9 3.62 157,578.30 TOB 6.50 1.79 267 2.67 Bottom 4.50 0.88 0 Note:Volume available from Bottom of Basin to 100-yr Floodplain Elevation TB-1 2 C Unlit atiw Cumulative Description Elevation Area(AC) Volume Vdune(AC-FT) Volume(CF) 100-YR Floodplain 7.00 2.00 095 3.70 160,954.20 TOB 6.50 1.78 2 75 2.75 Bottom 4.50 0.97 0 Note Volume available from Bottom of Basin to 100-yr Floodplain Elevation Total Volume Area#2 = 1,790,860.50 cu.ft. �(�� = 66,328.17 cu.yd Q � Atlantic Beach Country Club Proposed 100-Yr. Rood Plain Calculations AREA#3 = Flood Plain Storage provided within Golf Course Volume Method used is the Half Method V=(A`L)12 North of Main Drite A from EL=7.0-5.0= 78803.3 ft^2 100-sr Floodzone EL= 7.0 ft V= 39401.66 cu.ft. Average Existing Grade= 6.0 ft 1.0 ft AfromEL=5.0-Creek= 23755.6 ft^2 100-f Floodzone EL= 7.0 ft V= 29694.5 cu.ft. A',erage Existing Grade= 4.5 ft 2.5 ft South of Main Drive AfromEL=7.0-5.0= 17416.4 ft^2 100-y-Floodzone EL.= 7.0 11 V= 8708.2 cu.ft. A,erage Existing Grade= 6.0 ft 1.0 ft A from EL=5.0-Creek= 29454.3 ft^2 100-yr Floodzone EL= 7.0 ft V= 36817.875 cu.ft. AN.erage Existing Grade= 4.5 ft 2.5 ft 'Total Volume Area#3 = 114,62224 cu.ft. 4,245.27 cu.yd Total Volume Proposed = 2,599,474.53 cu.ft. 96,276.83 cu.yd Total Volume Existing = 1,193,091.71 cu.ft. 44,188.58 cu.yd 'Total Excess Storage = 1,406,382.82 cu.ft. 52,088.25 cu.yd Additional Flood Plain Storage provided for Selv a Preserve Dev elopment CompensatoryVolume Provided = 810,000.00 cult. 30,000.00 cu.yd Total Excess Storage = 596,38282 c V`� Q 22,088.?,5 SELVA PRESERVE FLOOD PLANE FILL AREA CALCULATION AREA 100 YR AVERAGE DEPTH FILL CUT FILL CUT NO. FLOOD EL NATURAL OF AREA AREA VOLUME VOLUME NOTES (FT) GRADE CUT/FILL (SF) (SF) (CF) (CF) 1 700 5.00 2.00 14170 0 28340.0 0.0 LOT 1 2 7.00 5.50 1.50 11985 0 17977.5 0.0 LOT 2 3 7.00 6.50 0.50 11645 0 5822.5 0.0 LOT 3 4 7.00 6.50 0.50 7680 0 3840.0 0.0 LOT 4 5 7.00 5.90 1.10 11050 0 12155.0 0 0 LOT 5 SUM 68135.0 0.0 68135 0 2523.519 FLopr) rL1}NE LOT FILL AREA FINISH AVERAGE DEPTH FILL CUT FILL CUT NO. FLOOR FLOOD OF AREA AREA VOLUME VOLUME NOTES (FT) PLANE CUT/FILL (SF) (SF) (CF) (CF) 1 9.90 7.00 1.40 7603 0 10644.2 0.0 LOT 1 2 9.90 7.00 1.40 7795 0 10913 0 0.0 LOT 2 3 950 7.00 1.00 7650 0 7650.0 0.0 LOT 3 4 9.20 7.00 0.70 7680 0 5376 0 0.0 LOT 4 5 9 40 7.00 0.90 11050 0 9945.0 0.0 LOT 5 SUM 44528 2 0 0 44528.2 1849.193 cy LaT FILL O<<''°'