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HomeMy WebLinkAboutFlood Elevation9, FND RR SPIKE � �s FND NAIL FND 3 4' IP IN CUTOUT IN FACE OF PP sy � (NO ID) NW CORNER OF THE NE 1J4 OF SECTION 33 N��i o ti 7° o� N W m I 30 64 ST. LUCIE COUNTY FND NAIL BENCHMARK (HENRY) (NO ID) I ELEV. = 18.89' NAVD OF 1988 I U) N I I o O I Icn NORTH LINE OF NE T/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST BOUNDARY &TOPOGRAPHIC SURVEY LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA I / I cq 1 / M I / N I / 0' 30' 60' 90' I z / wco I U) Do I WEST LINE OF NE SECTION 33, LEGAL DESCRIPTION m ITOWNSHIP 35 SOUTH, RANGE 39 EAST / ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 I / EDGE OF WATER OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK �� (CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND I I p�r, `D THE EAST 206 FEET THEREOF. CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES +/- I ARMY COR OF ENG I1.7 BENCHMARK (FCE-4804) ELEV. - 17.74' NAVD OF 1988 I II LEGEND & ABBREVIATIONS C/L 11 MILE ROAD / / ti�yp �G`�j� Y EDGE OF l A ARC LENGTH I� A/C AIR CONDITIONER 11 BM BENCHMARK I CONCRETE BRIDGE C CALCULATED FROM FIELD MEASUREMENTS 1 C/L CENTERLINE PROPERTY LINE I CM CONCRETE MONUMENT CONC CONCRETE II 13.9 DEG OR DEGREE I 91$ ELEV ELEVATION 1 Sg2� FFE FINISHED FLOOR ELEVATION 8 I FND FOUND _ _ 13.7 I LIGHT POLE �14,4 ID IDENTIFICATION NUMBER x 16., IP IRON PIPE II 6tio ygo� x 14,5 ti� IR IRON ROD 1 5� x 15.0 IRC IRON ROD & CAP g LB LICENSED BUSINESS 1 0�' 4.4 15.o' x 14.8 LS LICENSED SURVEYOR II o FOUND %g' IRC x 17.2 M MEASURED DATA 118 7 4 0.4 LS # 3435 MON MONUMENT 118.6 0 17,4 206.6' N&C NAIL AND CAP x 17.2 NAVD NORTH AMERICAN VERTICAL DATUM 19 45 X16'2 NGVD NATIONAL GEODETIC VERTICAL DATUM 1 4' POLYVINYL CHLORIDE FENCE NO OR # NUMBER I) NTS NOT TO SCALE I X17.9 ZONE "AE" x17.6 OHP OVERHEAD UTILITIES I x 17.8 FLOODWAY ORB OFFICIAL RECORDS BOOK 1 P PLAT DATA 3 PG(S) PAGE(S) Lo 17, o P x 17.8 PLS PROFESSIONAL LAND SURVEYOR "' o� /19,02 POE POINT OF BEGINNING 1 u POC POINT OF COMMENCEMENT 1 67.0' x 18.2 PRM PERMANENT REFERENCE MONUMENT I - 18,3 PSM PROFESSIONAL SURVEYOR AND MAPPER I GRAVEL Iv 1 STORY CBS w GRAVEL R RADIUS FOUND %' IR I DRIVE to GARAGE o 8 I FFE - 19.3' 0- 18.1 RLS REGISTERED LAND SURVEYOR IN CUT OUT I 17.0 17.8 18.2 x 1 •28 R/W RIGHT-OF-WAY (NO ID) I 41A' 17.7 11.15 FOUND 3x3' CM N17.42 N 11.9' m ® WATER METER 1 18.0� o x 17.9 & AND //I PUMP HOUSE II 15. ' 1 ® AT 17 x 17,3 16,5 15.65 x 16,7 0 DELTA I I X----� 16.52 17.88 x eONCR UTILITY POLE It 17.95 --- FOUND 3/4" IF IN CUTOUT SW CORNER OF NE 1/4 SECTION 33 ,2 -- I17.43 FOUND RAILROAD SPIKE AT C/L INTERSECTION I I BENCHMARK I 1 .30 ELEVATION = 17.47' 17,55 LU CR � l 0 1 UNPLATTED l 1 N1Z I OCCUPIED N675 FND OLD WOOD POST IN ASPHALT CUT OUT SOUTH LINE OF SE 1/q SECTION 8.9 DIRT RAMP 11 x 18.3 10a����� 17.5 15.0' 7,6 4 FOUND %' IRC LS # 3435 8.9 R 16.1 5 A7A 7 i C� d ORANGE AVENUE 0 c� SI TE vZ EDWARDS RD. / v0 71 MILE RDA EGk��(c 712 WHITE CITY ROAD o� Cis AtA PRIMA �e VISTA BLVD. 1 LOCATION MAP NOT TO SCALE 4.4 x 17.3 STREET ADDRESS PROPERTY LINE 11298 MULLER ROAD, FORT PIERCE, FL. 34945 �6'31 4,7 x 16.1 x 10. 8'9 x 15.6 x 17.3 GENERAL NOTES yP PGE N\GN 3 14 14,3 TOP OF BANK ZONE " AE " 16.6 x x 7.2 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. PJER S 0a OA x 16.5 8 6 3 x 14.7 x 15.5 'd' FLOODWAY 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS x 15.8 x 16.8 THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 3.9 MAPPER. n x 15.5 lx4. NT x 15.7 x 16.2 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE 3.4 x 14.8 17.2 AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 16.6x 172 . rn 1910 0j5 19.1 POOL DECK x 16.4 GRAVEL 61.1' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE X 153 169 x x 16.8 19.9' WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, CONCRETE 8 e LIGHT POLE STEPS PROPERTY LINE WITH A BEARING OF S 00 05' 05" W, ASSUMED DATUM. � / �� 19. ''�, 17,0 x x 15.2 17,0 1 3 18,e Pool x 17.3 j17,3 x 16.3 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE d 1 9 151.2' m 1h7,1---xAE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL `R. 20.1 19.4 NO. 12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT 19,43A/G E, 18.8 a POLE X x g o DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. `c p"1a 8.8 � x 17.7 - BARN DOG 010 � SEPTIC 19.6 I LOT co 0 6. ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, y FQ 1910 AREA x 17.9 19-w 17>4 55.1' x " O REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK e x 18, x 20.0 17.1 x I KENNEL "FCE-4804" WITH AN ELEVATION OF 17.74'. 724 19,5 1 FFE = 17.1' GRAVEL 6� 1 STORY CBS 1 2 N 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD RESIDENCE 1722 0 $ FFE = 21 .0 MEASURED DATA. ZED 2, e. , 19 7 113.6PARCEL # 2333-133-0002-000-2 IRY X UNPLATTED a. $ rIT" 168.3 OCCUPIED 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES 11 17.69 x18.20.9t3117.7X 11170 MULLER RD 6� TT 0� "p� x 17.4 1 ,1 DAVID LOUNDS STANDARDS, IN FEET AND DECIMALS THEREOF. METAL ' l�ti 0 e , - ^ $ X r 17,72 6, ' "' 18,45 FENCE I 16.7 8 x 16.8 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS 11r _� T ,'L;' 1.04 x 17.3 16.7 xX - X 16,2 OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. 1 1, " x 16.9 5J-17.051. T 1 rf Y 1 i i�rt err 'f rYT`:-Y-rti ' PAVER BRICK 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED LT 1117,77 r r 'r. DRIVE �;,� �,� ' x 17.0 AND SHOWN HEREON. s 4 r�rrT� h 4 , ��� ; 17,44 IT- 41, 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LT' I' n� 1 f-Ir1 l J L M rrl,�,, Lr,J rTITT Trr� 17.60 r 17,57 OD LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 17,48 0_ 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS 1 x 16,8 WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. x 17.1 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR 02 RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED 17,50 , 17.2 x RESTRICTIONS OR MURPHY ACT DEEDS. 331.0' 14 14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE AOCT� & O, THIS �14�, x 16.8 SITE WHEN SURVEY FIELD WORK WAS COMPLETED. F ('�'i 17.31 17.54 T i x 17.2 15. THE LAST DATE OF FIELD - � �V�{S J Y GoM GOV " " nrr 4' POLYVINYL FOUND 2X2 CM FT i CHLORIDE FENCE I (NO ID) IJO © ? )CjO "�uG�OGc - " lir 4 � 5 N 89050'30" E _ I _ [ 439.02'M 17.2 17.4 _ _ _ - _ - ST. Luele CouneY, vmrmiti�mq_ x 17,2 ��" ITT ,T, 16,7 17.3 16.8X FND NAIL &DISK 1 7 16,6 L';r _ 1 417.2 x x-%-.S 07.7 GLOBAL POSITIONING SYSTEM (GPS) NOTES _x- 17 2 - - -�T s 1Tr - --- - - - 17 ,7 0 18.09 UNREADABLE 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK) f T� M" - N 89°50'30" E - 45412'M _ _ - - S 89°42'15" W - 0 85 18.47 333.Z2M7 8N78�9°50'30" E ��� 2 G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -II 50' R/w SYSTEM WITH CHANNELS (L1 & L2). r-- N 18.27 FND 1' IP SOUTH LINE OF NE 1/q SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST o IN CUT OUT 3. THE ORIGINAL GIPS RTK MEASUREMENTS LOCATED ON AUGUST 04, 2016. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT ZONE " AE " THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE FLOODWAY STATION AND RECORDED AS THREE DIMENSIONAL (31D) POSITIONS. I I 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LOT I I LOT 2 CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR. OAK CREEK ESTATES OAK REEK ESTATES 5. THE HORIZONTAL AND VERTICAL ACCURACY FOR THIS SURVEY MEETS OR PLAT BOOK 8, PAGE 81 PL BOOK 8, PAGE 81 EXCEEDS THE MINIMUM STANDARDS OF PRACTICE UNDER F.A.C. 5J-17.051 AND / IS AS FOLLOWS: / HORIZONTAL: 1 OMM + 1 PPM (RMS) TOWNSHIP 35 SOUTH, RANGE EAST / VERTICAL: 20MM + 1PPM (RMS). FILE COPY 39 N U u W W x L7 R �:: ¢ W ❑ 0 U W 0 as U ¢ L7 Ca 0 L7 ¢ ¢ 0� z _j >- a fy ¢ ❑ WI Li nA �ra 0 0� W ara '-' U¢ W❑ W z W v) Li 0 ❑ ¢ ❑ ❑ ❑ �O d W d J O� O F d P1 C d CL Cl d A H Ld vW i p A ca A P F- ca > Q> IM R g A A W Q❑ pzI p P1 a- p ¢ ¢ ¢ ¢ z ¢ W U U U U U U U U M CT ED n `D o l0 CA 0 0 0 0 0 o 0 W CU (U CU CU (U CU (U (U n u� ¢ o� (U � o fU M o R 00 w � m Do fD fll CT CD DD 0 0 0 0 0 0 0 0 i qtv - 04 1a U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenUcompany, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JOEL & REBECCA PERCY A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 11298 MULLER ROAD City State ZIP Code FORT PIERCE Florida 34945 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PARCEL ID 2333-133-0001-000-5 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) ACCESSORY - POLE BARN A5. Latitude/Longitude: Lat. N 270 23 22.262" Long. W-80` 26 20.006" Horizontal Datum: ❑ NAD 1927 Z NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 11600.00 sq It b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 0.00 sq it b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑ Yes F1 No SECTION B—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State ST LUCIE COUNTY, UNINCORPORATED 120285 SAINT LUCIE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12111 C 0164 J 02-16-2012 02-16-2012 AE 18.2' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other/Source: B11: Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 1312, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes © No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 11298 MULLER ROAD City State ZIP Code Company NAIC Number FORT PIERCE Florida 34945 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ct. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones At-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: ARMY CORP ENG BM (FCE-4804) Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 Q NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 18.3 ® feet ❑ meters b) Top of the next higher floor N/A © feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ® feet ❑ meters d) Attached garage (top of slab) N/A feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 16.9 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 17A ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ® feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes []No ❑ Check here if attachments. Certifier's Name License Number CHARLES ARNOLD, PSM FL LS4971 Title -- - VICE PRESIDENT Company Name ARNOLD SURVEYING, INC. Address 4888 N KINGS HWY#425 y1 City State ZIP Code FORT PIERCE Florida 34951 Signature Date Telephone Ext. 08-04-2020 (772)708-1819 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) A5 LATITUDE/LONGITUDE OBTAINED USING A HANDHELD DEVICE; C2a REFERS TO GRAVEL FLOOR UNDER POLE BARN; PAGES 1, 2,5 & 6 COMPLETED BY SURVEYOR; PAGES 3 & 4 LEFT BLANK INTENTIONALLY & IS NOT CERTIFIED BY SURVEYOR; OPEN AREA AROUND ENTIRE POLE BARN +/- 3.7' FEMA Form 086-0-33 (12/19) Replaces all previous editions. corm rage z or r ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 11298 MULLER ROAD City State ZIP Code Company NAIC Number FORT PIERCE Florida 34945 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A hems 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are cored to the best of my knowledge. Property Owner or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments THIS SPACE LEFT BLANK INTENTIONALLY & IS NOT CERTIFIED BY SURVEYOR ❑ Check here if attachments. FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 11298 MULLER ROAD City State ZIP Code Company NAIC Number FORT PIERCE Florida 34945 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of 7 Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters Datum of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) THIS SPACE LEFT BLANK INTENTIONALLY & IS NOT CERTIFIED BY SURVEYOR ❑ Check here if attachments. FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0006 ELEVATION CERTIFICATE See Instructions for Item AS. Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 11208 MULLER ROAD City State ZIP Code Company NAIC Number FORT PIERCE Florida 34945 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption FRONT VIEW- PHOTO TAKEN 7/30/2020 Clear Photo One Photo Teo Photo Two Caption RIGHT VIEW -PHOTO TAKEN 7/30/2020 Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 11298 MULLER ROAD City State ZIP Code Company NAIC Number FORT PIERCE Florida 34M If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken, "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. F Photo Three Photo Three Caption REAR VIEW - PHOTO TAKEN 7/3012020 Clear Photo Three 3 1 Photo Four Photo Four Caption LEFT VIEW- PHOTO TAKEN 7/30/2020 Clear Photo Four FEMA Farm 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 A;*,, Coastal Waterways September 25, 2019 RECEIVED Plans Examiner/Building Inspector NOV 2 0 '%015 Coastal and Floodplain Construction Inspector St Lucie County ST. Lucie County, Permitting Code Compliance Div. 60121,1 Street Suite 300 Vero Beach, FL 32960 w .coastalwde.com RE: FEMA NO RISE CERTIFICATION AND SUPPORTING DATA FOR THE PROPOSED IMPROVEMENTS AT 11298 MULLER ROAD, FT. PIERCE, FL Dear Plans Examiner/Building Inspector: In response to the requirement for a No Impact/No-Rise Certificate for the above referenced property relative to the site improvements, we offer the following, attached: • No Rise Certification (signed and sealed) • Minor Project Narrative/Supporting Documentation (signed and sealed) The attached are submitted in accordance with 44CFR60.3(d) as required by the NFIP Program, referenced in the St. Lucie County Code of Ordinances, Land Development Code, 6.05.05.C. Site plans and construction documents, which states, "the applicant shall have the following analyses signed and sealed by a Florida licensed engineer for submission with the site plan and construction documents:1.For development activities proposed to be located in a regulatory floodway, a floodway encroachment analysis that demonstrates that the encroachment of the proposed development will not cause any increase in base flood elevations". In summary, the proposed improvement would not result in an increase in flood levels within the community because (a) it is within the shadow of conveyance outside of the base flood discharge associated with the adjacent flooding source, Tenmile Creek, and (b) the small amount of fill associated with the improvement below the BFE (18.0 feet NAVD) is de minimis. If you have any questions regarding the attached, please contact me at (772) 473-4099. Sincerely, COASTAL WATERWAYS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ®OCC Stephen W hning, P.E., CFM President / Principal Engineer r wc: Rebecca Percy, 11298 Muller Road, Ft. Pierce, FL 39C Engineering, Floodplaw & Emergency Management Solutions within our Coastal and Mayne Environment NO -IMPACT CERTIFICATION This is to certify that I am a duly qualified, registered professional engineer licensed to practice in the State of Florida. It is further to certify that the attached technical data supports the fact that site improvements, a 1- story structure, pole barn, and kennel, at the Rebecca Percy Residence - Parcel No. 233 313 30001000 5, St. Lucie County, Florida will not impact the 100-year flood elevations, floodway elevations, orfloodway widths on Tenmile Creek at published sections in the Flood Insurance Study for St. Lucie County, Florida dated February 16, 2012 and will not impact the 100-year flood elevations, floodway elevations, or floodway widths at unpublished cross -sections in the vicinity of the proposed project. Refer to the attached supporting documentation, titled, "No -Rise Certification Narrative in Support for a No -Impact Certification for Site Structures for Rebecca Percy - Parcel No. 233 313 30001000 5, St. Lucie County, Florida", dated 9/25/2019. ' z�wnmwm a��ave .spGN,FNBeOphy _ o n.l9 .miNsi;em Aas p..�ay'•:• 3 B bem �r.MaeMa.na;::keW ss } a vep� wmmN+c.PEomn. e.�. shxnbN�ewur�n9m 119�.Nre., � tl sd. ; un �"� seereKcuselrWmm.c —a4p9/ONP�E Stephen W. Boehning, P.E. Date FL P.E. No.: 52201 No -Rise Certification Narrative in Support for a No -Impact Certification for Site Structures for Rebecca Percy - Parcel No. 233 313 30001 000 5, St. Lucie County, Florida Prepared for Rebecca Percy 11298 Muller Road Ft. Pierce, Florida 34945 Submitted by Coastal Waterways Design & Engineering, LLC 601 2151 Street, Suite 300 Vero Beach, Florida 32960 •" Coastal Waterways CA 28071 September 25, 2019 �N IW IAOrz I'PFen WBaehnln9 PE fi .. 4" m=ShPhen w 1aeh,In9 PE. o=inhllem CC NSF N'� M1ax been eI tr nlx Ily IIgnea and SRt411C % sealed bYSlePM1en WBoehmn9. P.F. on [M1e da1_1 wnh 1— 1111, VlgIW - • slgna ..�P'Wed aoples of �w_ anx n-t ..... e.a algnea . s'rnre or :O: :_y:` saleaenIthe Sgna ¢must be %'PS. :�lOFtO!'. �` ,'�S'SiONA veMlea on anYelxssonlcmPln., `4��a. a=VS , ,1 30,ai1=.xlevegcoasGlwtlecom. lApA36003n'36-01'00' Stephen W. Boehning, P.E., CFM FL. P.E. No.: 52201 No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy— Parcel No. 233 313 30001000 5, St. Lucie County, Florida This No -Rise Certification Narrative will demonstrate that the site structures for Rebecca Percy - Parcel No. 233 313 30001000 5, St. Lucie County, Florida meets (a) local, (b) state, and (c) federal floodplain requirements for the site structures identified in this narrative. BACKGROUND (a) Local: Applicable St. Lucie County floodplain code requirements 6.05.05. - Site plans and construction documents 6.05.05.C. Additional Analyses and Certifications. As applicable to the location and nature of the proposed development activity, and in addition to the requirements of this section, the applicant shall have the following analyses signed and sealed by a Florida licensed engineer for submission with the site plan and construction documents:1.For development activities proposed to be located in a regulatory floodway, a floodway encroachment analysis that demonstrates that the encroachment of the proposed development will not cause any increase in base flood elevations. The above is satisfied in the following way: (a) A registered PE certifies that this standard is met by demonstrating the structure is outside of the floodway, in the conveyance shadow downstream of the bridge. 6.05.09.C. Site Improvements, Utilities and Limitations. 41imitations on Sites in Regulatory Floodways. No development, including but not limited to site improvements, and land disturbing activity involving fill or regrading, shall be authorized in the regulatory floodway unless the floodway encroachment analysis required in Section 6.05.05(C)(1) of this ordinance demonstrates that the proposed development or land disturbing activity will not result in any increase in the base flood elevation. 5.Lim itations on Placement of Fill. Subject to the limitations of this ordinance, fill shall be designed to be stable under conditions of flooding including rapid rise and rapid drawdown of floodwaters, prolonged inundation, and protection against flood -related erosion and scour. In addition to these requirements, if intended to support buildings and structures (Zone A only), fill shall comply with the requirements of the Florida Building Code. The above is satisfied in the following way: (a) A registered PE certifies that this standard is met by demonstrating the structure is outside of the floodway, in the conveyance shadow downstream of the bridge. (b) The minor amount of leveling material for the surface under the pole barn is insignificant, not intended to support the structure, and not susceptible to erosion. 6.05.09.G. Other Development. 1. General Requirements for Other Development. All development, including man-made changes to improved or unimproved real estate for which specific provisions are not specified in this ordinance or the Florida Building Code, shall: (b)Meet the limitations of Section 6.05.09(C)(4) of this ordinance if located in a regulated floodway; Page 1 of 7+ Coastal Waterways No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy— Parcel No. 233 313 30001000 5, St. Lucie County, Florida The above is satisfied in the following way: (a) A registered PE certifies that this standard is met by demonstrating the structure is outside of the floodway, in the conveyance shadow downstream of the bridge. (b) The minor amount of leveling material for the surface under the pole barn is insignificant, not intended to support the structure, and not susceptible to erosion. 6.05.09.G. Other Development. 2. Fences in Regulated Floodways. Fences in regulated floodways that have the potential to black the passage of floodwaters, such as stockade fences and wire mesh fences, shall meet the limitations of Section 6.05.09(C)(4) of this ordinance.3.Retaining Walls, Sidewalks and Driveways in Regulated Floodways. Retaining walls and sidewalks and driveways that involve the placement of fill in regulated floodways shall meet the limitations of Section 6.05.09(C)(4) of this ordinance. The above is satisfied in the following way: (a) A registered PE certifies that this standard is met by demonstrating the structure is outside of the floodway, in the conveyance shadow downstream of the bridge. (b) The minor amount of leveling material for the surface under the pole barn is insignificant, not intended to support the structure, and not susceptible to erosion. (b) State: Applicable Florida Building Code (FBC) FBC 1612.4 Design and construction. The design and construction of buildings and structures located in flood hazard areas, including coastal high hazard areas and Coastal A Zones, shall be in accordance with Chapter 5 of ASCE 7 and with ASCE 24 (NOTE: ASCE 7 is only applicable to calculating loads, therefore, not investigated for this report). ASCE 24-14: 2.1 SCOPE. The requirements of this section shall apply to new construction and substantial improvements in Flood Hazard Areas, including High Risk Flood Hazard Areas that are not identified as Coastal High Hazard Areas and Coastal A Zones. 2.2 DEVELOPMENT IN FLOODWAYS. Structures and fill shall not be constructed or placed in floodways unless it is demonstrated that those structures and fill will not (1) increase the flood level during occurrence of the base flood discharge, and (2) reduce the conveyance of the floodway. If the design flood elevation has been determined and a floodway has not been designated, structures and fill shall not be constructed or placed unless it has been demonstrated that the cumulative effect of proposed structures and fill, combined with all other existing and anticipated development, will not increase the base flood elevation more than 1 ft. The above is satisfied in two ways: (a) A registered PE certifies that this standard is met by demonstrating the structure is outside of the floodway, in the conveyance shadow downstream of the bridge, and (b) the proposed structure, to be constructed above the BFE using fill, will include excavation of an equivalent volume of material as compensatory storage, as necessary. Page 2 of 7 Coastal Waterways No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy — Parcel No. 233 313 30001000 5, St. Lucie County, Florida (c) Federal —FEMA NFIP Floodplain Regulations (CFR 44§60.3) Section 60.3 (d) (3) of the National Flood Insurance Program (NFIP) regulations states that a community shall "prohibit encroachments, including fill, new construction, substantial improvements, and other development within the adopted regulatoryfloodway unless it has been demonstrated through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the proposed encroachment would not result in any increase in flood levels within the community during the occurrence of the base (100-year) flood discharge." Prior to issuing any building, grading, or development permits involving activities in a regulatory floodway, the community must obtain an engineering certification stating the proposed development will not impact the pre -project base flood elevations (mandatory), floodway elevations (optional), or floodway data widths (optional). The certification should be obtained from the permittee and be signed and sealed by a professional engineer. The Engineering or "no -rise" certification must be supported by technical data or an explanation of why a hydraulic analysis is not required. The Federal Emergency Management Agency has established regulatory floodways, which are the channel of a river or other watercourse and the channel's adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height. All projects in the regulatory floodway must undergo an encroachment review to determine their effect on flood flows and to ensure that they do not cause problems. Communities are required to prohibit encroachments including fill, new construction, substantial improvements, and other development within the adopted regulatory floodway unless it has been demonstrated that the proposed encroachment would not result in any increase in flood levels. The above is satisfied in two ways: (a) A registered PE certifies that this standard is met by demonstrating the structure is outside of the floodway, in the conveyance shadow downstream of the bridge, and (b) the proposed structure, to be constructed above the BFE using fill, will include excavation of an equivalent volume of material as compensatory storage, as necessary. Demonstration that the structure is outside of the floodway, in the conveyance shadow downstream of the bridge, can be made through a No -Impact Certification, which must be submitted with the permit application. The No -Impact Certification must be signed and sealed by a Professional Engineer who is licensed in the State of Florida. There are two approaches for the No -Impact Certification: (a) Narrative certifications for minor projects and (b) technical certifications for projects that require modeling. This report will present a Narrative Certification for Minor Projects, with the reasoning for this approach and the supporting logic demonstrating that the project would not result in any increase in flood levels within the community during the occurrence of the base (100-year) flood discharge. The No -Impact Certification for minor projects too small to warrant an engineering study may be determined using logic and common sense without a hydrologic and hydraulic analyses. Typically, these may include erection of fences, pool enclosures, sheds and other small accessory structures in developed areas, as well as docks, at -grade improvements, such as a driveway, or improvements to existing sidewalks, entry areas and parking areas. Page 3 of 7011ho Coastal Waterways No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy— Parcel No. 233 313 30001000 5, St. Lucie County, Florida The narrative review forth e minor project, the proposed accessory barn structure, that is the subject of this report, will consider the conveyance shadow and the area outside of the effective floodway as described in further detail below: Conveyance Shadow Location in the conveyance shadow may allow this narrative review for accessory buildings and similar small projects. The conveyance shadow is the area upstream and downstream of an existing building or other obstruction to flood flows (i.e., bridges). Flood water is already flowing around the larger obstruction, so the addition of a new structure will not change existing flood flow. Typically, determining the limits of the conveyance shadow is illustrated in the figure 1, below. Small structures located completely within the shadow can be permitted without extensive engineering analysis needed. Upstream of the existing obatn dm draw gnas at a 1.1 ratio. EwlWO sn1.!!.......... .....� � Downstream: draw lines ri.d fi.. ), at a 4:1 ratio Figure 1. Determining Conveyance Shadow Limits Another application of the shadow conveyance occurs in riverine systems where bridges represent an obstruction to channel and floodplain flow. The subject property, located immediately downstream of the 11 Mile Road bridge, is within the conveyance shadow of the bridge and the road leading to the bridge. The bridge, and the associated elevated road section leading to the bridge, creates a conveyance shadow both upstream and downstream of the bridge (refer to Figure 2, below). Structures located completely within the conveyance shadow can be permitted without extensive engineering analysis needed. Page 4 of 7 Coastal Waterways No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy— Parcel No. 233 313 30001000 5, St. Lucie County, Florida ---------- --------- --------- —• _. {J Cono-a[tinn Reach CR� y 111 Y ---_— -- —_- -_ --© conveyance Shadow (typ.) Bridge l.. I i ... Ezpaavioa Reach ,aniamn ER »I 4:1 ER ratio Figure 2. Determining Conveyance Shadow Limits at Bridge Abutments Effective Floodway Located outside of the effective area of the floodway are the "ineffective flow areas" which also may allow this narrative review for building additions, accessory buildings, and similar small projects. Ineffective flow areas are used in HEC-RAS modeling to represent areas where flow is not being conveyed. Modeling generally requires ineffective flow areas because the profile of the bridge is typically an obstruction to flow in the overbanks. In these cases, ineffective flow areas are defined to ignore, for conveyance calculations, the areas where water is being stored, but not conveyed. Per U.S. Army Corps of Engineers, HEC-RAS Reference Manual, "Ineffective flow areas are often used to describe portions of cross section in which water will pond, but the velocity of that water, in downstream direction, is close to zero. This water is included in the storage calculations and other wetted cross section parameters, but it is not included as part of the active flow area'. Flood water is flowing beside the area of interest (the subject property) and not through this property due to large obstructions upstream (the adjacent bridge and roadway), so the addition of a new structure on the subject property within the conveyance shadow will not change existing flood flow (conveyance). SITE CONDITIONS The site structures for the Rebecca Percy property (Parcel No. 233 313 30001000 5) in St. Lucie County, Florida is the subject of this analysis. This property exists within the FEMA mapped floodway associated with Tenmile Creek as delineated by the FEMA National Flood Hazard Layer (NFHL) exhibit for St. Lucie County (figure 3, attached). Existing site structures are located on the subject property. The attached figure 4 "No -Rise Certification Narrative Exhibit' shows the location of the site structures. The exhibit shows both the conveyance shadow associated with the existing residential structure (green colored triangular area), and the conveyance shadow associated with the east side of the downstream section of the bridge (yellow area). The conveyance shadow is shown forthe 4:1 Expansion Ratio accepted by FEMA and the more conservative 2:1 Expansion Ratio. Page 5 of 7 Coastal. Waterways No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy— Parcel No. 233 313 30001000 5, St. Lucie County, Florida The results of the floodway 1% annual chance storm are provided in the St. Lucie County Flood Insurance Study (FIS). Figure 5 shows the Tenmile Creek Flood profile from this FIS study depicting the BFE (1& Annual Chance Flood) within the vicinity of the subject site. This figure demonstrates that the BFE of Elevation 18.3 feet NAVD applies to the area immediately downstream of the 11 Mile Road bridge, including the subject property. The floodway width, cross-section area, and associated velocity in the vicinity of, and most applicable to, the subject property are shown in the FIS table (table 1), below: FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION SECTION MEAN WITHOUT WITH CROSS SECTION DISTANCE(BEET) WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE (SQUARE FEET) (FEET PER (FEET XAVD) XAVD) (FEET NAVD) (FEET) SECOND)8'EEi TENMILE CREEK AF 24Is' 702 3,399 1.7 183 183 19.3 1.0 'FEET ABOVE MOUTH 'MILES ABOVE COUNTY BOUNDARY Table 1. Excerpt from St. Lucie County FIS Floodway Data Table — Section AF is Upstream of the Bridge As shown on figure 4, the 1-story structures is within the conveyance shadow of the bridge and has a finished floor elevation (FFE) of 19.3 ft. NAVD. The regulatory Base Flood Water Surface Elevation for the 1% annual chance storm is 18 feet NAVD. According to the site survey data provided for the site, and shown on figure 4, the existing elevation at the location of the 1-story structure are above the BFE. Additionally, the pole barn structure is within the conveyance shadow of the bridge and has no walls. The minimal amount of leveling material placed below the pole barn is an insignificant amount. Finally, the kennel structure is within the conveyance shadow of the bridge and no fill is associated with this structure. The minor amount of fill mentioned above can be considered de minimus when compared to the entire floodplain volume available. CONCLUSION In conclusion, the entirety of the subject property is within the expansion shadow of the southeast (downstream) side of the bridge when using an Expansion Ratio of 4:1 typically accepted by FEMA. Any proposed improvements built within the expansion shadow as shown on the attached Figure 4 would not increase the conveyance calculations of the Base Flood Elevation (BFE). Although the floodway would not experience a rise due to the location of proposed improvements within the Expansion Shadow (conveyance calculation), an argument can be made that the improvements, if they reduce the capacity of the volume of the flood zone, could result in an increase in the flood zone (compensatory storage). This report demonstrates that the resulting volume is considered de minimus. Page 6 of 7 Coastal! 44 Waterways No -Rise Certification Narrative In Support for a No -Impact Certification for Site Structures For Rebecca Percy— Parcel No. 233 313 30001000 S, St. Lucie County, Florida Therefore, as demonstrated in the above narrative, using the FEMA approach and the supporting documentation, the impacts of the improvements proposed to be constructed within the Expansion Shadow would not result in any increase in flood levels within the community during the occurrence of the base (100-year) flood discharge. This analysis is provided in support of a No -Impact Certification for the site structures at the Rebecca Percy Residence - Parcel No. 233 313 30001000 5, St. Lucie County, Florida. Page 7 of 7 Coastal %Waterway� c� 4� 4-4 U�i 4P 0 LL O `waui:�e°rw3 nowwa"°weiw"""oxii�veic°tlo3%o' veld @VS StfEtY132jE� epuolj junooapnj'3S aeesvw �n rE�SEO� GOIGId Ld'peoa JalhW 86Z LL ye mopeyS eoueAGAUOD