EXHIBIT NO. \ , -

DOCKET ITEM #6

Text Amendment #2011-0004 -3- ld-1I Floodplain Regulations

PLANNING COMMISSION ACTION, MARCH 1,201 1:

Issue: Consideration of initiation of a text amendment and consideration of an amendment to the Zoning Ordinance to update the City's floodplain regulations as required by FEMA.

On a motion by Commissioner Lyman, seconded by Commissioner Dunn, the Planning Commission voted to initiate the text amendment. The motion carried on a vote of 7 to 0.

On a motion by Commissioner Lyman, seconded by Commissioner Dunn, the Planning Commission voted to recommend approval of the text amendment. The motion carried on a vote of 7 to 0.

Staff: Emily Baker, City Engineer, Department of Transportation and Environmental Services Emilv.baker@alexandriava. ~ o v

Planning Commission Hearing: City Council Hearing:

Reason: The Planning Commission agreed with the staff analysis.

March 1,20 1 1

March 12,201 1

Speakers:

Poul Hertel, 12 1 7 Michigan Court, expressed concern about the flood mitigation measures included in the Waterfront Plan and the variance process in the floodplain regulations.

TEXT AMENDMENT #20J 1-.0004FLOODPLAIN REGULATIONS

Attachment #1

MESgPDITORY(Map, ,,

AI.EXANOPJ& CIr OF:Cfty Hail

301 lQ’.pso,

MAP iNDEX

NOTES TO USERS7111, lOOP 0 000 0.e o0010100frç 01,e 0.5000 F D10..oooo P,o9,.nn II0000 010 00000501) 00onW V 00000)0000, 0000000. PolOodolly loon 00010100109. 000000 00 0000 000 The 000010009 nap 0190010000 OllOdd be000010Iod 11011008111,1100100 00.4001000101101010*00011100.

To 0018111, 0.lo 100*0.10 .00.010500 100,000 01001. B... Flood El.oodooo(OPEO) 00000 000dwoy. boo, boon 00010*00. 1*00 00 00.00109n0 0)

0000I 0111 FlOod P1010.0 000 P10011w.1 Polo 00d00 5000011010 00 S0.110081000.50000000.10,00*00*0010 Flood 100000. Slody (P15)000010000

0110 FIRM 0,01, 0100o.dd be 00010000 BFEO 00100001. Ole FIRM10)00050 .0od.d .50400410.0.00,0 T500 09050001*1000010100100000000 00009 p.oon ooiy *0 0000.04 001 be 0,010.0 ew 0000 0000 00flood 1*0od *0onalIo.o Aooo.0r9y. 0000.1.0.1.000.81 p100.00.4 10 the PlO10,100.4100011000100110000000,010* FIRM 001 p,1lp000001 0.090*0*00000*000

Co00lol Boo. Flood Elonoilow. .0.000,0001100109 07ly od l0010wOd 0000050.1)00)00100,0010*00011900 (NAVD 081 0.0,, 0(00, FIRM .lbe0001001000.00- .le*0e,.le01.o poon00d 0,01. &.oowy 01508.00.80o015010 010000 01 0001 FlOOd 00000100 51009 109110 be 0010 (0100000.800.lwo.V1000110o. S.olnnboly 00 SOlo.?., E0005010Iolooo.llooid 801000to, 080.900000000001000010001009100110 p10p00.0 080010701011,001,0OlIn 00001000000010000,00000)0 FIRM

0,000.40.0000 00004ony. 00100001000100010000000110100010 l0l.lp0,lOd0010000010000,000. The 11000Wovo 0101,010010000110,000001101410.500001010000,410 00001010nolIo 0000.000008 Flood 0100000 PI0.o,,,. P1000w.7wIdth, odd 001000,100,00 0000110y 0000 Ore (P000,4 1101110 Flood Ifl000000000.4,01010000 Wàjo6od010o

CeloIn *ooo 001 o, Sped.1 FloOd 0.00110 *000 00 10 p1011.000 by 00000001001 0010001100 11001 10 Sooooo $4 F(000 P.0000000 10000o000 00 heflood I000wnoo Stoop ,opo,o 00, 81100.00000 on flood 00010,00 000000100 01 00).

Th, p109.00100 .0010 In 0,o p10p01*0l1 01 the loop woo Un,.00000 TIono,.,,.000.0.01 IUTM( ow,. 00 The 11010.0.811 dot,,. woo NAD 03 GRS 00,00010000100101l00010dOloo, Opl11101d plO(0000001070000000000101000 plOd0010000 FIRM. 0010000000 j0000i000l,0 100fl 100031100318011 p0,100001 dOel,11000 InlooP 00051000 .01000jodddOdon 800000100 Theo. ddl0000010 do not 00000 000000110(7 00000 FIRM

Flood 0l000110o. 010 1110 lOOP 110 000.00904 0 the 00101 kolOfl10n V.1110.10000.0 00 1000. 000,. 10000 0000080.0 110401 810 0.00004 00 1000010 0.1,0

100000 000000000 000,0,0.4 10 Ow 01010 00000.1 dotl010. For 040110050,00901d10g 00180100ob0100000l001505000od000I4,00ol 0.8.00 00 1929 0110he Need, MWI000 V.100.1 00101001 0000. 0001001010.00000 G.0001o S0100y

008011, .0 0,000000.0000 00 0001.00 hoe 8.5000 00004000 5oon .0 the10004n9.dd0010

0031 000.00.000 001,100$ROAR 0000051280110,101 000000010 Some31SSMC.3. 0192021315 E001$%belth)0hw.y5000, Spio. 000101)0.11209103203

To 081010 0100001 0100000ro 4.0.011800. 000(00 10000011 W4ol0101100 011000 the11.0,11 00.150 0)00.0 00 11110 OIOP. p10,00 001001 000 00010,00100 50,0,00

0.0000,015010.00001 Geod10loSor.ey 01(301) 7133242 011 14000101, 0100.000 00

810. lOOP 100000,0010,1 0010100 000 On. FIRM wOo 0100000 fl 49101100,0111Sll000lJe 00.00.00000001.0.101000(000010.0000017000010100101.410010 by 010COy oh 010.0,1014. 00930010.1100 pholoO,ophy 0(00. p0100000102054.0000100p10.100.1 by the Coy dIROwo,dn.. 04)001101001. W010 01040 10 .91.000 bOnd Imoopl00100thodgn 01.1000 roloO’ 0)91.010.1011 phOlOglopIly

0000000,000,040000RIOPIA( 011000050, 0105 0llP 100000 00010 0000100 0000011040101000000 01100001 0001000l1000nb 0010 0000pIoln dOI(,00001Io 000001000 0010000 00 110 P1011WOS FIRM too 1010 (01100.000 The 0000010)1, 0,00000dwOyO th.h woloOwo000004I,o.nd,o p10001140 FIRM 10.7 Il000 8000400101010,0110100 (0010.. 0010 0010001 dl.nnd 0000ç010140.. *0o 01,101.00 Flood010*0.05 Rood..0 D.1. 018008, .1 0. Flood 1100.01,000 50,01(1 0001001 (01100.00010115000000080, hyOw050 do?.) 0107100001 bOsom 0000000 4011.0000 15010.901100.01101b001100000 till, loop

Coopolot. 000000000000800 lOOP 010 bOOod 00010 00* 10000 0,00051, o0 the040,000 p010000000 0.00010000090010101. 000e.0Ion, 00 Ae.00e0000000 fl1011000 0,0.0010 01101 000 IOOP 000 p01010004, loOp 00210 01102100 1001000000.004010 00.roo.r*ly 00*0,10 o,l4y 000001 001p01010 l001I 00000.

P00000010,1050 0000000ly p00,1010 TMop bodeo 1001010001900010900*01901. Ioyo1001000p 01000100000(004000,

Foe 0001.0,.. 00 0n00040 p.00.0, 0000001.0 monO. tho FIRM 0001 00. Mop50000000010011108010008040 01 I00.J00000.lOOt,0.OOe 0100001110 000101010 000310000000000.2001, 1011200 1.00000 00 TMOp 011.090 0 FlOOd 81.010,100 StoOp 1000100120)010140*0*0*010000000 00007 0000000 0000000 0041 hO 01100,00010800*0 d*0ody hon. 010 NEC 0,08040

090.11008 q00000000 011000 011(0 00001 1000000*rp,0tho0.o,RM0000001Flood 00000000 P109o 111 0000001. p100000.0 010 FEb00 MOP 11*00011010310010090 (P00201 0 1477-FEIIA MAP 11477-330-2027( 00 004 010 P810th.10000111100.0000800000.000000.001.

LEGEND910c101. flOOD 10020010000.5 (00100w) 51300-Ct 101810000170701 BY ThE 0% NINUAJ. 00*000 FI0CO

0101141000000000 10,0080047,00 0*000 0*00.00, 490 000002001% 0,00,000.9 000101100e111 0001 000 15e_4 0 10010 0.000,000 00100010000 by 01.0 0% n 010,0000. 0.00.101,01001050000*0*. 00. 02% 4510. 010. 100 004 000Peo 0 110 000.000001001000011101% 00000050,11000

100,0 1000,0*00000,0000005.01

20,011 0000000 0,*0dOflO,O.

ZOO 000 000000,101000001000.10 bootY, 0000 II 10110001 £00001000—-a

20000 *000000001101)1001(000)10,0900010000 00100$ 000190000100000011,50. 101010011001101101101110.1100.00)010.00 0100-a

20000 10,00 110,11 0,04010 0100 100001, 00000000 00.. 00 2% 0011t.l 11.00000 0100000 .010,0 000010 000 010 000100wW100o,00* 000000.010000011100,00.110010108,09000)08,00900004 011001000w, 1101% 0400402000100004001*0008

11010010 0101010010101101001011% 000001(0.10000008000.4001 flOod000000001 4,00000 000., 100010110100. 00101011005010000000

200101) C000d 11000 00,10 0110 001001, 0.10,0 (floe 01000), 100000 hood11,0.1,00. 00000.0,00

2010001 00.11.1 11000 1000 01)110010011.0.0004101010000011. 0.00100

- ft0ODWAYAPZASW45

The 00m00,e*’O* 000010001 III) 0500010 (00000011 0000 OIl 00)10. 00. 11100011000111000000000o 1% 10102100100000000000000*00000140*03000021011101€ 104040.

OIlIER FLOOD AREAS

20000 010000(0.24.01110401000000 000:00.1011% 000000.001110,0010110000,0 400010 01 001 lIon 1100101101,10101000*0110110100*01100040 01081 0010 Ol0000001IOOd Si 0.0,0 ITOO 1140000010100000

OThER AREAS

20000 01000 000,0000 to hO 0,00)00 00 0.2% 1104.1 100)011 1000dM,

200110 0.00.0000 bowdo be 0001,1,000,90.00000

COASTAL 000011001 RESOURCES SYSTEM (COOS) AREAS

OTIIERWIS0 PRLIISC000 AREAS (0045)

001501,00 100 0000 010 0001001010101 oIOinwod,00or0 ho 0.1001 001.0 110000 01000.

4% 1100,011001000001000.000011

O.l% .40.01 (now. 10009100 000100,0

00050*0200

COOS .00 000 00100000

-_. OOoodon 40.009 50100, Flood 001010 1110.00000,00. 0001

100 0000(010, 1000 010010 00 0000 0,00(1100

—.——003—--.--—.—. late 0000 00.000 0012,0 05004 dm0000100’

(0.0111 00(0100001000000(01000110010*000000010,1,; 01111001

001000.00002010101401010011010115000001190

01 0000 000000

00 00 10.00000

o7°O745. 32°2Z300 G0OO0j0l100O01O000lO 000100100 0100 001ll.11000100 800,0

100-nOn 0100lo*ToleoloelI,n11000,l000Sfl 000.20

5000.10,0110010.0’. VI 010000000100110010100(000*0 PT 00*0,0(020.00040001.1.1,00,00020.01)0*0

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0001.5 0.101011

0.000100.001050000 1(1 Se, 01001 01000. V*10l2 1010 10000100 0’ .0.0,00 00,, 102 50000*01047

0117100 1000000.4000110105701.0000

FLOOD OYZO000000000V ,*PREVlb0I0S0000

FLOOD I1ISU001CE 0*00 000 60)10100*1(000.000.10,5

FlOOD 00*00000 0001 110000000100000,2, 1010’010000000(000000w0no010,01. 1011.00110..flo..WI 1070.0.0090 0.0 0109100.000.00.T01O.000000*000001000fl.y210000000.O11O.0010oo.oo,0010200. 00-0*00 Wl00lo001abOflLO 0,0000 11000 00011b00*000019. 0000

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41001 0, 301, .1001011 500000 0011* 001000000 40000 0000)0toO 0000 0l .000 0,0 wooS. 000,10000 000,0.001

loOdeoWt0110000000110410l00ooon.o,, )0020*100100011001010000000800100010.000,00011.004004020.

MAP SCALE 0400200 0 500 1000

‘FEETMETROS

150 0 100 300

71°0022 (0

30100375 10070000 FT JOINS 0*1011.0010, -,

O,00000FT—J

FLOOD HAZARD IIOFORMA’OlON ISNOT SHOVIN 000 ThIS 1.0.10 IN AREASOUTSIDE OP THE CITY OF ALEXANDRIA

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FIRMFLOOD INSURANCE RATE MAP

CITY OF ALEXANDRIA,VIRGINIAINDEPENDENT CITY

PANEL 9 OF 45(SEE IIPP INDEX FOR FIRM PARE). LAYOUT)

001100,0.00,100,

00(050001000.00

MAUMBER

JUNE16, 2011P010,000 £merg0oo’Il0000g000001Ag000y

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Cotta areas nut 0, 5y05 Flood Hazard Mean nay be prnneded by fooduoolrol obeolormo ReIn to Sewar 2,d lilood Proleubor Measures of toFlood tourarruu Sbidy report be irlorrrrodoo no Iluod noehol snrusuren re Ibd

Tho pno)000loo used a to preporoton of to map won belomeal TraosumteMawolar(UTM) lone If SIre bodaoetaldatow reas loAD 03. SEAS 00 oylrerwdSdlarmrueo 0, dolonr. opfrerwd. prqentwn or UYM moan nod in 010 produotne ofFIRMS be adj000rrl jurioddeouo may reodl Er polo poorhorul ddlenonrooo mowpleahrreo won pandiolme ooraofarioo loose ddwoeao do Ion Plant toarnauny of 04 FIRM.

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For edorrrrator or avioraMe frndrwto oeawoted we trw FIRM dod to MapSerniee Cordon dSC) rreb.de at MoIMoobeeroaoo Arolbable prsduobn maybiduda pmsloady dou.ed Leoers of slay Change a Flood Inoranorne Stop pool.tobe d0 ransoms otto map. Maey of tooo Redone 000 be ordered orwooed d0000y barr me MSCwebSde

yeo bane qoaotoes about sOlo map row Ia ton Dredowo a to hRXrrdFIto Irreorause Program w geoerel. please oaR Ore FEMA Map hdormabarreuobanrgo )FMIX) at IfTE-FEMb MAP 11477-230,2A27( 0, cod to FEMAnreboita at ldboitoe.lerrto aCvlordorasohPa

LEGENDdrEQM. FLE01) IIuXPAS ARSAS )SPHPw) 9JRTPCT TI)IMRISAITTEI OP 1Sf 1% dOPIU0L OIMC FLODR

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aarreae lao to Oeroeersnernr.noire ad Flood deprrrs or r as loon Iaouallr areas or oorarrel. Ran Flood

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FLOODWAY dittoth IN SOtf Ad

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OTHER FLOOD ARSeS

000100 areas or êot. awwul demo an; areas or Ito asival drewoannoerr000raoe OryOru or 1050 man 1 tool 0,01w draloa0eabel ls P1101Rae 01101 and areas Or0000ad botonoarroer l%aarrrarta000an

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001*0 loam arms Ito 510000 ae rSetored. bin rawa.

STdL OA#0tlSR RSSOIRChS SYSTEM () AREAS

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are -onranomranansawasaswoo005awiuananoaoarot or, IWo wraba0000netaa, oareweooanawo,oamtouana.noaddamaranrnoo oearre000eouaaaahawrdo.ao.I50050aneotor.a005

to awl .yow001soaaa005a000w.nn oadotaobsaaoa.osousaauuans000sore ardot000reaewecn00000usonamatodmanwefaneoweoerssnairallee ma roerodar, r004wlsma oeaomaag00050000 steed mat lol&eamnbepamn ar lablaOM0

eM9P SCALE roOSt

250 S 500 1000-o ‘PEEl

150 0 150 350

FAME, OSI7E

FIRMFLOOD INSURANCE RATE MAP

CITY OF ALEXANDRL4VIRGINIAINDEPENDENT CITY

PANEL 17 OF 45(SEE MAP eASES P00 FIRM PANEL LAYOUT)

565 tedS ElbOR SOmmeoraar.rror trAm Orb I

I

FLOOD HAZARD IRFOROOAT1ON ISNOT SHOWN COd THIS MAP IN AOEAS01275050 OF flIECPP

NOTES TO USERS1100 lOOP 01100 oH fl 00001010100 the 6000001 F d109019000 PInolIm 000011not .wn010011y ld.oOfy .9 010.9 soo00 10 Ooo01ng p90Wly 1,00, lood010101g. 100,000 of 11001 0010 The .ot,e,orn)ty loop tOpOOltOoy 0,00)4 beoonolRod for p0004.0 opdoled 00 Od01l,000I 11004 1100Am nlon,,odo,,

To 0016n 10000 0019100 1000010.000 In a,noo whole B.. Flood 111.0000.,,,IOFEO) .odoo flowho.y. Oboe 11000 0090000004. 10000 Ore 009001990d 010009.101the Flood 0,011,,, 000 FIoxo.p Dole .0404 Soooereoy 01 Sno Ben.bo,n190.0000.0194*01900,,, FlOOd 1000000,, Sl,dy (P10) *p019 1191 np0lles011, FIRM U,., .10040 be 49010 thot 81100 ,ho.on oo 0* FIRM 10110001101000000 *0004001 d.w,Onnn 1111000 BFEO 01. .,10000d loe flood 100,00000105790,090,000709010 100olo 00 be 69040001001000010001 00000101000Wd00m M00001n91p. 00100100000 pooooolod 1,, 010 FIR 10901 0000Idbe 0001d el 100loe,d,oo *010 the FIRU Ioo p.,p, 01 9000,0104. oe0000*4090

00.00.190,0 Flood 1110000000 011000700 p11, loop 140y oIly 009009,0010000101 Oln,,joee 1090040000,, & 1000 INAVD 00) 29010011100 FIRM .11001000100010010100001010000 010000010 000 1090 plodded 010100000001001000000Elnooonno 9009 0 RIo Flood 01,0.2.001 Slody opofl 10, 000 pe10dioOe,Beoebono 0010*0 lIRe, S,on.nony of 00)0000 E0004e,o I90 lbo.id be ,Rodbe 0000005900000000010001 Oe,O0900 pe,pooeo 110.00 Ony oln 140,100100 Ole d069Ol* boon on 090 FIRM.

0*,od001o 01010 00040eye 000000,00,000 000000100000 RoIpoMIod5040000001000 100 Tile 0000009100111 booed 00 hydoeOo 0019.40101100,..0 ,npoot 01 roe,boe1o 000.06010,010 Flood Ios,ee, P,opoo, 11000*97

AId 00100 peotneot *oy dAN —e prodded be FloOd 10.00000Sfod, lnpoo90u40po00

Ce.1007 01000 1101 01 SP0110 Flood 002014 done, nloy be p10110000 by floodo11el 0001100009 Refer 01 000004, 24 FI000 0000600 Meo.oreo of 1110P1000 (0110*0011 SloOy ,epolt 10, 01100001100 00 food 10*1,01 001040,0, .0 III,,

The p00)011900 0000 01 the pl0119I0500 001010 OIOP 000 UnIlood T0.olve,00Me,ooloo 0414) 000e to me 11000.1101 d010nt o009 101,0 03 GRS800pheloldDthe,eoe,n In dot,,,, epllo,nid p,oe10oo on UTU 00,00 0904 ,y the p,odod.on 0)FIRM, 10, 04100001 ll2odo Oloy l0014I010by10 poolSoell 40100120101101 loop1.9100.0001000 ),o4dioOno 010,00.0., Theoo dOIe,enoeo 0000 afleol the0000097 0101111 FIRM

Flood 010000000000, 0100l0 10001011100 lAthe 6111000100090110010,,,01 1900 Thoo flood 01000110011 10101 00 1010p000d 10 000110111 and 00004011001100, ,ebeeooed to the 90100 oo,010.l dot,,, Foo 011010101100 10910001900OnOoolon 10100.0 be 60(0101 Goodebo V0,91011 0.1,0,101 1929 and the 60.9,001001.0 10.000 001,00 of 1909. 090 the 60500100004000 0000990105010010,010100.100.000 0, 9010000 Ate 6.101100 0000050 S,6’ooy 00 Ole 10000000odd,.,,

770537.5711,05090 FT

30b5Z3i—_ - —

___________

1100000 FTr0E411

30511507

NOR 11401,001100 SeroloeoNOM. NINGSI2600,0000 0.04.01 SoroayS510C-3. 092021315 E091-0’OOIHIgIIWOY50,01 Spong 0.019100020910-2292

To 01110, 9011001 Ilonohon d0010004l.0dIO1 1000500 000019500 .11001 be100011 0,0,0, 00010,, 000,1,099,910.00000,00010 IfllollnOSOO 500400, bend,00 010 1140110100 00040110 $l00y 011301) 213-3242. Or 0)9.010.0 wObobe at

8090 nop 0000,1.000 91111.11 0,11101 FIRM 000 tOOdnd I, AtgOIl toorot51,00100.0.,, n00 oooethon 0110 04(0001 b000001y 00.0 ooe plodded by OleCdT 01400000110. 0(9(901.001 yll000goopIly 000.. poAl10l.ed 0 2004 0 1400r200,01d by be COy otNo,wnOn. 0101,401100101110001190001 Ipoodo 11090 lfl01090.0,19,0 fl 01000011100900200010 01101091000$

8090900 opd010d 01f00910p100 00110010n OIl, loop 1000,00 noon 10.0404000ogo-lo-d010.be.m 0040,10000090001000990000400404.400.50.1901909,000011000 on 0,0 prboloob FIRM 10, 1100 )olIOdI10100 TI,. 000dplOn. .0101100400900101001011900000109001110,001001000 FIRM 00100.0 been Odj0010d01000*01 10 aleS. 0110 0011000000100 901000100000 1000 101101. 010 FloodP101000 end Ftoodo,op 0001 10000.01 Ole Flood 000.20000 0*0, 100011 1*1001100,000,0 ..dlw001Iofl hyd19o10 4910) OIly l0000llI011ln 00,0,010 000,01, Owl400, fton wOol o, 11,0,000000.109

Colpe04e 01,110 obown 00101,00.90100090000010009000001101001001 0,009001 p01000900. 0.9000.00100905 doe 1000901010000100-00,091001900910.0 00,0,.d 00, IIII0 lOOP 000 po4.IlOlod, flIlp 10010 .090410 0090000001000490 0.0105000fl 00.01000, ooMy 01111001 00)019101 01,01 l0

PIe.,. ,elbol000000p000IeIp p00104 iüp led., too on 000,00,0 loOp hono.ng 0101091101 00,1000 p01100, ton 001 100040500,

For 111100,0000 on 00.0.11. p000000.9.0010100 0101 010 FIRM 001100 atop5.0400 Center (9050) w1111500 .0 I00Uo1o0,60r0000 Aoodoblo plodo015 eloyAbode p,.doooly osoed 1.050,1100 Map Chone .Flood In0100190 SWdy ropOll,00101004020001009101.00 nap Many 0100.00 plodoooO 9.0 1,0104.1.4 0,

0110(1100 OdeIRy 01000010.0500110010001

O flOS hole 000010000010009,10 lOop. 1,01.11000000 p000,1010 00500 69000.1Flood Inoo.000 Plog19ol 00 9.0004. 91,1000 005 Ole FEMA Mop Inlonnoton.501,0000 )FMIX) o1 1477.FEMA MAP 1477430-2627) 0, 001 the FEMA*001011091 I057l2l00,fe,00 0011b011111000140

LEGENDSPEQPL ROOD 00120041160$ (501000) 10ANECF 10INUNDATION Br ThE Ito 41401001. CHANCE ROOD

100 1100,01.001000 toed 1101000 0001.001110,0.000 0000090. ORb 90 010flaIl (10 010,0010009 001000.00,0,4 0010 900,1 10*1 ll0500001001*alOOn.,o,,010 90000 non,0 by 00 0% 0,001100.090. 01009110e011090 10101100404.000. 00. 011. 00 20, 009. 1. 00 00, lIe 0000 90 0000, 9 91. 0110.0.1000001000010,01% 00000 110.110 0001

0 110 Doe Fold 0000090100

001000 0,00.901000009011001000,

201000 111000000,011011106100(000.01170000)000000001; 6200910000100010000 eInlla.0d.

2000*0 0000010000005901100100 10001 110. 011 fllflodj 010100000,1000110100000 0010000100020010119.11100109. 100100$ .100a-

200001 10.00 1000 0.1009 200 lOllOdny p.1021,00 100 110 0% 000,00floe10n000000w109 bee 000 020 0.61.01.000 0001390. 4.0200011.00 lIla the Ion,, 00110.0.00 1000,0 (0 000200p00001-finn, (10 000 10001000,000.

20,0*00 Ole. 00.p.atllddlleelI% 01000lOIt0110100020y. 1000,01 flOod0,011111100 000100 094el 00011,0000, n.e... flood Eleo.l,000a-

00009 1100,0,00000001*0000010111,002010(0200 01100), 00801000020.11000,0 000,10000

yE C0200,0 hood 120000110101090001000(00001001001. laid Flood00.000,001100000

FLOODWAY 114045 IN Z0t00 411

010. IlolOqo ‘0 00 11010001.00000 lOt) .01 .00100 0000190 01-no eat 01*1910 WA (110olw,000l10000 01100.100 1% 100.010000 9000 1.00. 00,104 nlly000000lo.lI0 000019100000000

OTHER ROOD OREOS

001010 00e2000,0% 00001 01,000 1002; 0110901% 01010 1l2r11e (boO .00,0100090 0011lll100leOOlll.001000110 0,10 010*090 awls 00090,1lOw0 lIlt 0.0 000 091e00 br 61000 1,0, 1% 01000 (lOre. 0100

OTHER AREAS

00000 0,005 000111000 16 60 0.0000 1000,0% 0000 100100 000dlO1Al.

000100 0.0.01000, 11000 0,00005 Ot ,edOnn1100, 000010.6’..

COASTAl. B0010IER RESOURCES SYSTEM (CSRS) 0900$

[] OTHERWISE PROTECTED AREAS (OPAS)

CR00 0100 2,2 0900 010 1011917 49100 00JltI01041.lenI050elIOl 11000 11021,0 0010,

0% 00000100000902010211900,

00% 05000000110 100001001 (00000,

00000000497

40106001011

(105.10 000 00000,7

0000000, 211000 00,0011000 1120000 01e0500.1l001 0000— 0000900,00000110000100100,

—-.513-.--’—- OaeO’OOd 00.000010,00 0150102 II 100’

a tell bloc 900 04.01000 * obOe 111*7,0,, 0110110011; 01.0.1.0

• rOllren10OIOO 110151 0019,00, 000*00 00.0001000

* .0 C,*sIa000Io,o

7.1,10000

oroI-400. 00010100070.0100110100110001000000101

°76°”E l000’ 5.0.01.1 00.010,00 01000011 0,0 lo0e IS

000000 FT0,0*

D115510n (lee 100101010010100100.002,0100,000000.

.1915 000010

1020, e001110WOOVFOr 1101 101 YeOleeelfleo. 7*20911 11000$ 0000 *011009000w000*49n11

000121. 0001101100fl00

90000 03*000 10t010901 lOOP 011110000$00

11.00 001000010 04211 010, 01,1106110020005r02, 1101

09000040(001010011000020010001100000 ltfO.O.OdOntdI,....20000100 1111 -0101 1910*11.02 1.001 000JOl I IOTA-, 001,10 00l0 0)09990110*61,0, fell.,, leNa n.004900.Oe 00010.0 *001000.00 0002b,0,000002o.OX (IC 11020ee,0011000110001 6*000.010100111109009.100010 00*00010,100*000,0 ln’Olflo,0OOnL 100019,0020011*0100001010e12101010000.90.0000, 100-lodl0,ne boo 60000.0000.004010.0,9, 1010100 0000 1201,0 0000

000011 2011.T.2,.000100.ee000olb*O 01000eOelooddeon001 009100.01101010000010. 01100 10,0000.001 00099000011001501

700010,0,0 000 b0001100.w*00000,00007. 110001,0,0 00201110 0000 0110000000010000100120100 Ptopolr 00 0.90450 6020.

IIAPSCALEI’oSOO’250 0 065 1000

- FEET

L7000* FT

6600050 FT

71’90375

150 0 150 300

City of Alexandria515519

01 JOINS PANEL 0029

p•,0 0145000 INFO8OUIION 0180129400.0081190 MOP 014RE6S01$TS00€ OF 1116 COW OF ALEXANDRIA

City of AlexandnaI 515519 \Foe, 00900 Boon

City ofAlexandna ZONEAE F.,,, Mile 01.,,ZONEAA 515519 ‘

°‘“17 ‘- . I00 —

—12010’E‘2100EFour Mile Run

ZONEAE ZONEAE770y45’

IPANEL 00270

JI1_! FIRMj , FLOOD INSURANCE RATE MAP

1 CITY OFALEXANDRIA,lj;J VIRGINIAII I INDEPENDENT CITY

IMU PANEL.270F45I (SEE MOP INDEX FOR FIRM PANEL LAYOUT)

;l 4

“I 00900,13 1104069,010050101500,0 010

.I1.111

l

JUNE1G2Oi1jilloderal Emergr..ry $IsnogetoeotAgnect“i I) l —I

NOTES TO USERSThin mop o (0 toe In odnohetodo9 the Nhenol Flood 110*00000 P1001001 0 doe,not eone,oonOy .denhfy .0 .me, on4not IC tloodog pel11otdody hone 000)800090 000000* Ot otedi olle The ooeom.nlty mop nRpo09O.y IbootId be00000004 too p0.00110 opdo1.d on oddih000I 0000 hotord intomlOlino.

To 090101 ‘0000 0010000 1100010900 10 1.00* mOnRoe 0.0. Flood 810980089(0785) ohe01floothe,yo 0Cm CR00 doxomnod. 1*00e01 enmoolo9ed 01000003the Flood P.0800 Rod Fl00000y 0.10 RIodlol 510001017 015090.00 thenotnolo1.01000010000.0.1010190 flood 0102000 Stody (F(S) 01071 Cml npolnooCU. FiRM UColo .bo.dd be m.*e 01100 9781 .1000, no the FIPM 0700.000,011.0 wholo-0005 .00,00000 lImo. 9780 000 Inlon000 Ion 0000 0010000010*09 po,po*0o 0107000080010 not be 0,04 01010 ode loom. 03 bend 010001100o(oonnetton Aeno.d109(y Coed 010081,000010 ptoonoiio to the Fth tepolt 1800114be udlood on 0017,00110. wIth the FIRM Ion po,pmoo of 000000.600 000(0*enodplob, m000gewent

0000001900 FloOd 01.000089 Shown 00000 loOPf oofy 10000010 of CPm 20*0010100890.1010.01900 INAVD 98) 0,0.5.00110 FIRM 080404 on0000100000*0 Rood 01*01100* .000110010100001180. Slomtooy 01 S0l*’oonEhoodool 90100 on the Flood bmtooo,0 Shody 0700 foe 8.0 j.o&ndoo1Ceoolion 11,00001Cm Sod000ly 00 S0000Ro 810,000.0 toMe, ohonid 00 toedhe 20,01.0100 owhhoo Oo4’toto noooponPm f00OS0O 0111011 they me 6191000100 the 100,01,0,0 OlIown no 0110 FIRM.

80004.00101 the 000dweyb wooc nonep0100 0110000000100* Old .n(RnpOloIod00000000,1000011000 TOO (IOOdOO0 10010 booed oo hydloollo noo$tdw4t.000with .09.1010 ooq,.00eonl. dOle N.t,on,o4 Flood ln.umnno P.o900m Floodwoy.0)001. nod 00100 p0.011.01 Ooodouy 4010 010 pno*.ded 01 the Flood 100010010Sled0 ..polnIon000Mod90n.

GenIe,, o000 not on Spmoo( Flood f4080nd Are.. flop Ce p00101004 by (000000,1101 obodll000. CR101 10 500100, 24 ‘FI*0 P0100*00 Mno.1reo of theflood 1,0,100100 Slody lepod Ion 111onn1t no hood 0001101 00109.000 to Pm701048000

The p00)01800 0000 In One p1090lobon 01 000 olop 0190 UnIWO,0oI 700000000040,00,00(0700)0011018. The 000000101401100 woo 91)0003 GRS 80 op0000idOOle.eoooe o1 401110.. opAwOid. p101(0010 UTU noon, 0000.0 the pnodudlo.l 00P19100101.0.010,1 j*Aod9001 0n0y .01141 11? 189115 p0000,01 ddte..o000 Ol lOOPtod0en 08000 judododon b00000ines 10.00 01Ule,onoo. 00 001 .9001 I.e0001.nmq’ of Pm FIRM.

Flood 10010000. 00 th.o Cop Ole 010.00000,0Cm 11000140,00000180*89 Cohen01 1988 14,0*0 Rood 01000000 010011,0 oom0000d 109000100000 01010100101.6001 ,oOR,nnood to Cm 10400 o.dIool 4dm, P0. 000fetohon 109.101080000001000000000 tIle 8.0000)0.04011090110010.000,1 1929000010001111M10000o 90000100100100 0908, 000 0.0 11000001 CR000110 COnvey .0010)1005.0O0.I00$ 000 10 0001003 the 9100101 $00001.0 Sonooy at the 000.18110odd0000

*05 11110000*00 5010010

10018., (411100502Idollonol G.ooo6oS.ooeySSI4C-3. 902021311 11000-hPmtHi9tlw0y5*0 SF0019 U0184000 30.10-3292

To 011300 .1,001 .10,050, d0000pboe .nd,’on I00090fl AlloneoUoo 0110.4 he110006 mlO.bO 18000001*1 fl07 p1110000101001 the tnlomnotion 5.0480101,001101 the 0011000 0.04.00 5*1007 01(301) 7134242. on dolt then 00.110(10 00410*0000.0000.

0.0. .00 00000.50., 1101*0 00 tho FIRM woo poendod on dqdd b0o.el.S0100odb,n 1001.1900.098*00.00 pdlhei boo,d.1y 114.00,000.1.0CmCO11 00 10eoo0060 009.101 .0101 ph010goopOoy toe,. poM480d in 2500 030100100poO11dedbyCm 0100101.09000 M(t0100nl0 00700100010 eth0o 8000 loop1020000100090 them 00 rn1no 0000000109008117

Booed no opdotod topog.opIW .nfoonot,oo 1100 lO0 1,008900001 dn*8ed nod08-10.4010 090001 ohono.l 000890108089 0001 000dpd.Io d.On0000010 0100018.0 o1lo,n0 on Cm p1090* FIRM 101 811 ).ood01inn 100 hToodp)oino old00000090 thaI 0010 00001oleRO 11*0000 RtOon000 FIRM moo hole blob Odjl2ltedtO 00010101 10 11000 now 0110010 0)0,001 no0ho1OtIOflo 1100 10014) 000 FloOdP0010. 004 010040.07 00(0 t0110000 Cm flood 100*020 SlIpA’ 107*1 (wtAdl100.1.0.0 eodoododoe hyOlowIo 401.) 01010000010*10000180.10014800000008904011000 0110110010100001100 O10p

Coq.o.ol. 110.110 100wn nen 1*1 loop 0.00000000Cm boot 001.0,040110000101010.0 po6bA00110rL 80,0.00 03100900 duO 00 0,0000 0,00000.0.0000090001091000 00000nod 0*01 Ohio loop woO p.0041100 0109 0010 111040 00110,109*000001, oo010010lty 0400401*1000111700110110019*0010 000 lonohon.

Ptoooemt., loll,. 0070.010(7 pdo1.d Ibp 0040010100 000178000l0p .tonnolg theI0Y00I0( loop p000(04 tOn 0110 )010d100001

Foe nbonnobno 00 *0.00300 pmdIol, 01.00)01.4 0.10900 FIRM *10 Cm MopBoyle. C90on (O89C) eobodn 01 ttheUe20001n0001 0,020090 1101010011 01070001.01, p.eoio80y1,0*04 L00000 of Mop Chonge 0 flood 110001000 Shod 009000,oothMdgI..) 00OIRno 0(01(0 nop lOony 000100. p.edo00o non 1100000100 0000(0,00000011111001 the 04CC *08010

11700 hooe 900100000 .110.0 10.10 mop 11*0 to 0,400 0000ooI* On the 0080006Flood 000,0010 P,00mm 01 9.0004 PI0000 0.9 010 FEMA Mop I0)onno04ooeXoh.ngn (FM(S) Ot 9-077-FEMA MAP (I-877-338-2027) 01 0100 Ote FEMA00800001 900IAO.mn.100lO .0,50.01189180100

LEGEND08OCt01. FLOOD HAZARD AREAS (59000*) SJO(ECF TOINUNDATION 89 ThE 1% OI311UAL QONICE FLOOD

110 1*000101 001000001 100,000*). 0101001110010 Pm 1000. 0 100 Pm 00511110 l%e00,01.00 0*V9l0l 400 1101001000*110000en 0*4*010 0*rq 10001% onet 4000, 011*010*0 *0 0*100)101014000 0. 0*1. 40. 0$ 20, 100. 11 08 00* 1110 0,0 *0 O in 0.0000.001008010*000 Ut 0% 010.00*0*0000

00160* 0000101001 EIn 00,160.0

200.00 0010 0001 0.0000 who0

2000010 11000000101003001(01110401111 010050? 0011100), 0000 1100011,011.00 lotont el

:006000 01000100000lo310aI (00.00, 0000 000 00 0000.0 011010); 00110000001111011710*1011. 110? 0l00000000016I101 00001,0, .0100,OleS 000

206000 5oy0 01000 0*22.0 0100 001,01, #0.0010 0.001010 1% 010*01000,.01010.00*00.0I01004001100901031.40,00(01. 000

000t0000AWOleOmn no.0001*00,0010 0b0,0lt10O.0010Uo4.4ep01.01000000, LV. 0000*00010000100000000,

0000.100 000010500001*010110101*010*00 ClonIc (0000001.00014 000001,1500.00011100 00041 000001010.00, 1,0.00*1004 El000tI000

£01010 COIOI 0.00 soot .060 000000y Owl (00.0 0*0.011; no lose flood000.O01000affto.

20,1090 0000101 0000 00000110 bloC.., 0000,0 (00110 .01101); 000. 11.00ElflOl,00ldOtOon*nOO.

FLOODWAY AREAS IN ZONE 08

lDo000000ydO.. 0(0 *00.0 0114 010 02101.10 I*0Cl.0 0000* 000 1010 be 0001 00001100,e onOoi 0*1% .1,1001000010800010000000000308000101,00000.O 0*101904

OTHER FlOOD 050.115

*011 0,100010 t%ollCOflO 000010010011% 00,104 8.0,00(000 0001610r.on 0000MWl.000000llool o’ 0111. 0*140000 0100 (00000010000e 000 0005 0100000 by 0110011.0.03% WOOl) 00100 Pm

[E] OTHER AREAS

Z0000 00100 40010,00 100. 020* 0000% 011004 1,0000 It0**n

00008 OmooCo000008 5.1000 *0 0800140,04. 010 100,100.

COASTAL BONUIER RLSOOIRCES SYSTEM (CUBS) AREAS

00110110030 PRDTSC000 AREAS (OPA

0005.0,10 610 00.00 000 *010000 000.00 000fl 02100*10000001 *0 110100 WeaL

1% 0010010,098000001001 30.000.’?

03% 00001 80100 111000000 000000.9

9001000, 000000011

0.0001.200

020*0100000*0n

004,8990.8.00

1pCt01 1*00 11020I0 8.000VdOnaoM Pm1001 000100. *1000 d0000 00* 000*4)00.

_.__-513.-04. 00011000*000000*0*0ut 000010*0t

05101) 0070 01100 0*00000 OOIOt 0010.0 214000 01001 00,; 110.000.

• 00110en000 000 00,0. 00.0600 V.tOio 20o., of 10000 0 OOo000oOooOo

00 0 Tlommt ton

GwwoonIo 1000,000, 1.001.0110 1000. 0010 2100,011 0010,

0.761008 10900030000004 890lt100 00189 gOd dm0. 1040101000 *00. O’0 lOll 0.00.010 01010 *40,1 1001010001

FT 10000(0)00501800001.1000000101011009800.

DUSSIDo 10*11. ebb (000 100060010010 (60100 to *11,0500.000110,1

.041.5 110.1101

MOP ROPOOITOPY10701010100010.., 4)00,00 lI0010tolUm.0.000*loI0100.010 10710000*0000.1

021104 100011701*nIOlI2.0007001 0

0021 00*0011**0

FLOOD 000002600 0010 OIP £0110111000*ltoOSTfl 0000

FLOOD 0010000*0 0031 100P0001SOOLO00,2 1070.000d.1002*Od0000lde.0010120 lOll .I000010000l0001I000l0 0l044,0 1970.OOll00000040040000000000.02 lone D,00000000010000000010700000000000l60021400410040000 1010.010,0.9. .00100.012000.. 010.060 0000 0000010000.0 010001000,0210900.3000 10000. 10 .01000 *,000.w00001tOZ00 (0,00, 044 1010l000 1110102

. Ia II 10o*own000PmAe,. 0.40*0.0. ,m,0 0000 70.00 000*706 0000100 04000C0*0601004w0O2,00w0Pm00.w010.,06mM1oPmee0.440010 09.000 0001 000000, o01001 10.400*00 200,01*40. o60...t .700

.000109*1 Y,0009000,odeeno 00400.001004.00*00.0020000004l000I000000 0000,04wl000m0O,.y00Lt.0000w0

10400000* 10Pm hOloenI II 000000,000000000.IeoloO 000010000000*0.110 11000,01 0000 103110100 P019000 00 14004004020

MAP8CALE 0005090250 0 500 (000

FEET

11.800_OS150 8 150 300

777’3 tt878000 FT

385037 IT

00

FAIRFAX COIJNT’YICITY OF ALEXANDRIA

FLOOD HAZARD INFORMATION 0.NOTSHOWH ON ThIS MAP IN AREAS

OUTSIDE OF ThE CITY OF ALEXANDRIA

ROFl’

1$%

0

0905098 FT ‘4.

Holooen Ro,

ZONE AE

W484IT17017390

JOINS 0920 41800098 FT

7r5537.5’

OUTSIDE OF TN! CITYOFAI. DCIA_“_

3001103790

0 FLOOD HAZARD INFORMATION ISNOT 5(4011*090 ON ThIS MAP IN AREAS002OUISIDEOFTHECIWOFAI.EXANDOIA

/ %-IT

0 ot aTO.

10 510008

B

4 I000000

0%

—

TI

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PANEL 0028E

A 11o6’u

000100000 P200 Clove

NOTES TO USERS110, non o 8108.08000091889010001 Flood 0000*00 P,o91010 000010o0.l emeoody .deobl11 .5 00809 000)008 00 0000100 WOOl11 8.00’ 0000000.1.09. .woooo 01 1.00001 oOo The o000moo8y mop 009100110.5 .1,0.00 8.meW18d 00.1840 do,odd9oooI (nod 4001801.00,

To o. .ono 010108.01 000.000, In eoooo 009009 8.0. Flood 1100000.0(BPEO) 000.0 Roodwny. h Ob088dwt000000d 090100000000.009801000000001100 Flood P1000, end Aoothoey 008 0.01118 Sw0000.y 01 SRl000o, EJn,oloooo00040 oonl.,00d 00,111,, Rto Flood 1091.0* Study (FIS) 08)00111118100000,9.0,8*00 FiRM Uo.o. .0.0004 be ooolm 1800 OFEO .00100 on 18. FiRM ,pm008000000.01 n.hOIe-l008 e090n.. Th.o. OPEn me 000000194 10, 11000 1,001900*bong poop0000 040 find Olloold no? bonded 01 018 0008 000100 00 Rood 010*80000000,00180 800*10111085 flOod 0(0110900 4000 p,eoo?110d In doe FIS repo.l .ho,,Idbe 00404 on 00niunolioo with 100 FIRM 10. p00,90*0 00 0080.000. 00110.08001)0101., (0.009000001

0000001 BooR Flood Elon0100olo .hOwfl on 0000900 090y Ordy l000omO 0(0109*9000000 V00(o10 000.00011900(90*2080) U000* 0180, FIRM 0110140188.000918018000888800 0(01809008 018 .000 (flOoded 400005010000701 Sdon0*1Ei000Iiooo 900,, A the Flood 80*00000 50.dy opool be 04, poin0(thon00.804,. .1,080188.0 Somonmy 01 S0(ooOP EI.owionl 101.00, .I000id 80 ..odl 0000000on m0090 0000540410*0091800008100800800,0000019 1090oe0108100000000*00000000000118 FIRM.

00*01100., 0080090001.000 weoooonlp0(00 01 000000 000000* 0110 000,p04000088*0800.0000000*00 11,00 000doopn .0,088000800140000040000900.008.0001.09040000010011809.00000 Flood 1.10.00.08 P.oon. P88010.0*.41000 000 0000, potth.o,. 1100005 0100 me p000.004 81 0.. Flood In.o,000.Slody Oopofl 106 0101 (91810101090

CR11141 00809 000 0 590100) FloOd Hm0,d 40019 010)0 be 0.01.1004 by Roode0001eI ,Ot9090ro, Re)., 81 500900 24 Flood P00000800 MeOoomo’ 01 901Flood Inouownoe Study oopool Iwo inloo00000n 00 flood 0*1101 0000000. 0 1100pthdeboo.

Thn 000)00000 8000 0, 108 poopolotoon 0(19.9 loOp 0100 Ur000090l 71,0.8,100M0,00tor(UTU) me. 18 The 8081000th1010000e WOO NAD 83 GRS 800*08,0101

u.d04o,n oploenold p1,9001040010181018180*004 In Ole p,Oduthon 01FIRM. lot .dIn? o000d00.o nt.y rood? 1810.901)00041800) d0floonoo.o in mop01010010008*4.00000000(060. Tho 0001.80.080.0.800118.180*007 0(8Ü* FIRM

Rood eIo,woon, on don 011)0010 .Wen0000th800N000. 901.0.01,110,9001108181801900 Th.n 11000 018*01,0.9 00000 be 000lpmOd01ndow88 080 800*0018o.booo toloreonod 81 0.0 0000 0040.0) dOOo,n Fo. 000.00*00 1891.011.900000,00000010.0100900000 G.od060 88001.8000001 1029 end 1089.0Oo90000.0008809001009.0,001 1500.0)180000909088080000110 Surney 00.00000

0011 .0 0001001 *0 0000,88 08000090 SOOy 01 000 000080,000180*

NOS e,lonnolioo Snosmo*NOLA. 9191.512900.08808.001000 SoronySSMC-3. 092021315 00.0.90,? Higbeoy001001 Spoog MOtyland 200103592

To 090101, .0000? .19,81100. domep000 0,4001 100000 010800009 000.1 00080.08 mo0100 .0,0w.. 000008 nIop. PI8000 00100001 01,0 1010001500 Sorulo.. 0.0001001 010 00141,01 080001.90 0.005 01(381) 713.3242. 00 dOll doe. 088.180 00

Boot onop 0400,08.008080 180 808 FIRM woo p.0.80.01 0, 0(9001 0.500.80.owou,. 18(0.000080.01800. on01 poI88O 1,18,00.07 10.0 0010 poooO00d by 1100ClOY of 000,001141 019000*80 p00000og009by 0.,. p.90)810.01 0,2004 on.. oIoo0,0010101 by 000 ClIp 0110000000n.. AdJo0000nb, 000.0 mode 109100910000. top00010000810890110.1080 10*IOPO,9080 00000 091000000000y

8*00,, opdo0ed ?opogtopIL .4*0000 90,0.00000008.40011800801.0084.1. 018,0*, 01..oo.4 o008g,r.lOono .000 l100dpOudo dolloBoOl000 noon008000 .1000 on ISn p.0009 FIRM Iwo 0010, .4.0018. TI,. floodpIoin old9000100*0 000? .00.00 09008.8000 9080 Ole Pt0*050 FIRM 005 (0008 bonn 005001001t000n?Onn 1010000 nOw (800111000000001 000099188000 490 1000010. 000 FloodP0051.0(0001 Floothooy 0000 10819510 0?e Flood 01101010000 00,00), .Op000 (whudo0000001100 OOthOnlOW,0 hpd000llle 4000) mop 100ool thOtoOt 080008.040,00,08, 09.4Idle. 00.0 .11,01 01 0000wn 0.’ 0041 lOop

Coopol010 001100 Ol0000n 00 thIn lOOP 000 800901 00*00000 0000 00000900 ot 1110110008010801050.1 80.000001000g000000w.0*200100.110100.01000015o*. 0005*0.00000000.01 01101 0190 0000 00009 p010101.001. 00)0 *0000 .100.14 80000010)0)0.0)001801 mIrofisnIly 00110100 (0 unAly 0000000 poo010l41*llooodooo

P10000 0018081800 0.500000005 poeolod IBop 0.01.00180. 0000’OoW 000)001,000,9900500480 non p0091090810J04104k900

P00 o,Iom000on 00 05,0000 poOdo08 oooooi00001 .000 008 FIRM 9404 tIe V.pSme1000 ColOn. (0.96) .000.00 0? h88#nmeleot000 A0000500 pood0* 0.07o.dod. p.ud*l .00.01100001 Mey C80ng.,. Flood l000000m 00001y 600,000.0001006 1100( 00000000008019010p MOno 0*180.. 0000100.0000 80180.0041800040001 014.00500000?. USC 18.180*

090000 90110 90000000 01.000 009 mOp. (100 mwd0. 0100101019 00, the 900000Flood no.0,00000 P.ogo.nn 0 p0eotot plO.,. *01 me FEMA Mop Inlnonn.IiOfle.0*h.ngn (P10110) 01 1408.FEIOA MAP (1477.330.21.27) 0* 5000 00. FEMA.00404.00 0101011 000.1.001 onotboedoooAfo,

UNGT000 18417) I NIII OF 0810.10 0015

LEGENDSPE090, ftO(D HAZARD 0005015(5*0400) 81IRIECT 11)IM1040ATIZAO BY ThE 1% WON110L 00440* ROOD

107 0% 0.09000*, 0* 100,91.meI, $000000 001000 9001 001800080. 0** 01800908 8000n .0 tattOo 90002 0* 00900500618..000090*8805001881% 000000001000* 0000(0,0000000004000.18*, 00. 00. 00. 00, *00. 00. 0* St ITO 000 0* 9. 180 0000.000*01000001*00% 0500010*010. 0080

00000 w00* *00000 110181090000000101

20800011 90.180008800.0.000*000

21801*10 Flood 0401?,. 010,0 1?.,.? (.000111 000000*po,0.0g(1010tOI000

00101*0 11900 00001$ 0(10000011(0059001.8001000000080.90.00*550109000000$ d00011,OrOd fOo 00800 of 0110.00) 10, 00004.00 .dO10ieO 0)00

20000* Oo.01000000.w0*,.. bloOdy 11.01801,on00 01001800001000n000 8,00000 00*00 OSOten 00000001018009.OCyOme01100. 20.8*001*100000*11000000.0100010000010000000000000000004011000 00,0 80 0% 000001 000r*eO 79080 900

00*00. *209080 P0000.010*0%.00,00 00010*0 Pond 0000000100 100000(0000100011110,00681,000000000101 60 0000 00000 0000*0*0,000

200*0 Cool001 flood hOn .10*00000,111000.0100.000011001 0000001000

0000010000000n160001.I

FI.ODEWAY APSAS IN 2014000

101, l90000008018*w0.010 muon 10003 0101.000080 000011.0 0500 0)01 0000 be *01?100dc,00.oboroflw1900 0.0 0000140?O,0900001019.*0010 011010 01t0ll*00On000,00000 00p0t

OThER FLOOD 4110,05

200000 *00040.0% 001001101011001000.0000001 0% 0111101 000*0 0000 001)0fll09e010th00*Ip000h00l?0000 011100101110000.00fl 0.0010000q.001oWl; 000 01000 0.00W000*6000011011 0% 000.000 000000 0,000

011100 AREAS

201000 00000010wn00000 00002001.0,00.201000,00000,00004000,.

001*e oseo.n byron. .800001 .04 0$? p00

COASTAl. 00051CR R550URCES SYSTEM (0105)40810

\ OTHERWISE PRI2ISCYED 11110115 10005)

01008.0.1*00.0018060,0*0019,0 00000008900100500810* 90*00 00000

1000110010000 0m001 0000000

93%oro0110o0000l00600010e.01..,

00011

20,8000000011

0*004000.0000001

_I000dOfldfl00005000101F8810000 00,0001 d00001n Boot90001800*00800.000000110*00

s-’.5l2’—-—. 00000 (4000 0000l** 8,000(080 000001002 0181.

00? 01*01800,000(00009000010.00009,000(01006(00(000800I 001008

• 0001.0,010000 0000, *2,80*0 101500, 100001 00 0900O .0 000.000,8000

00 11 00900000000

67,9145’ 32’20310 00001 010100001000008*00010*00000000

0790)0 0000-00.0,00100000 ?l0*n,0 OOfl0000 001000.0*00

0008-0.000840*00: 70001050 00.00 010*0 *0004000.0200008 wOn., IFW00010 4001). 500*00 CoWoo,01 C.,,

00*0*

000.0610. 50000 00(0 08, 00b00000000 900.0 00 90000 000*1 0? 00)5

OMOS 1.0.000

100? 00091000010011000 00, K,0S000500.000010 50101100.0.001. 800b000000,Or,009000009

00010L,00000011100tl010*000510 0909

FLOOD 1114010000000000010V 0000, REVOOIOOS0011

FLOOD 00000000* RATE 100PEFFECYFJE*0050,0 100

010000000000CR PAlE 0*P005l0)000000,0 l07O.00100e000100000wO,dn.0.70n mfl,.o.on.do00000m00J**t 080.000000*0.000000

fl II?0.*ltIlOt.000000y 80,00090 .8.0.) 1000 010Ai*OX. 1000 018.08 WO9.d9...0* 000)0.00 bOO. bodd0000.00 000.0.0*.0*900000.00090 00, 000498 180.00,00000*0 102.1100 *008. 0.0800,0.00 02 911000*0,0.

08. IO10-000.o.Oe bno 880100000*000.0,001008880000*9p 00. 0000 -104000 o..0000oOl010o.0 00.100,0 tp04OtO00O .0088080*019000 0*04 1004110002 0100 .00*9 .0.0001000 00000 00.0100.9*0. 00011.etOOdE

,B.0011 T0d00190000000040000fl00J bI000001000*.9000.0.Xfl0001000000..on.00.n.oon*wOnno.,rwao000000

l0d0*nwnWRWwol0180y100.nm000eowot700.,0n, (00000000*2 000010 09110 00 0001800000,10010*000,0 P1001180001.0,0.0*0420

MOP SCALE 1’ 10600’250 0 500 9000

FEET—‘ I4E’TERS

110 0 150

.41&R g

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PANEL 0029E

FIRMFLOOD INSURANCE RATE MAP

CITY OF’ ALEXANDRIA,VIRGINIA

‘IL

(SEE MAP INDEX FOR P10100.9110. LAYOU1)

{ . 200011 80110000001100.0000I, 0so.(co400.ooe900.5 00 00’0.00 01

O

1104000 0000 000 0.00,0000100,0100. Ill

JUNE61100040,4 Emno5000y MSeagtm0100Agoncr

NOTES TO USERS1100 nlapo 00,0,001 odorá 00101190,eN00000) Flood 101*000.0 Ptoo,ool II d008two ,..oe,o.ldy .do,01y 00 00000 001,000 10 000do.g p018014.dy 000,1 0*00

,0.o .0 *00)1 .10. The o0000oo010y oo.p poo8aq .11040 be01lOo*Od I.e p0.000. opdo01d 0,011018004 Rood 110000 WOntlOOboo

To 081040 I 4010100 .0001.10,1 81 0000 11910,0 B.,. Flood 000008000IBFE0I oodod0100dweyo hooe 11000 delooloolOd. 110010010000801090111000101111the Flood P,0R,,, end floOdo10p 0010 .odl.e S0001wly 0)8101,01., ElOnoliono081., 00090iood .001*, 00 flood Inwo.oo. Slody (FIS) op..) 11101 00000lP00100

0,1. FIRM Uoo., .80,44 be 01000 th01 091€, .0100,, 00 the FIRM ,ep,.o.nI.00011.11 whole-leo) 0)00.0000 The,. BFE0 010 000000d foe Rood lo,o,o,00.09,0) P0lP0000 04 end OIl000d 1.0100000000000)00000000 Rood 0100.800olomn.lwo A8C0l1104. Rood dev00on 0110 p100Rotod In the P15 eepoll 000.411be ollioed 01 oo40ncoo, with he FIRM foe popooo* 0) 000,00*1100.0010,

OoodplOi., 100109000101

C000000 00.0 Flood EIonwhofle 0)0*0000011010000000 only 00000,11000010101004000040 V0000 00)100011988 (NAVO 09) 410.1001880 FIRM 0000111d 00

000000002000000 Rood 000008004000)0* pRMdod 01 he S10000,Y 00500000081,0010100 101000 o1 the Flood 00oooooo S10dp 0000* 00, 9.0 p0(10*000

810,0100. oboo.o 01 the Soo000ly *8 S01o.lo, Elo000000 01000.0.0411 be .004I.e ooe,boo9oo RMNe 00041.0.0009*000 ponpoRoO oh.. 0100000149130111ldfl 1100 010008000 180011 00 0910 FIRM.

80.0000,01000 fl..dw000 01000 oolopOl0 .0200000 0* 00000019000100

00000000000.0,40 The000n0000b00od.0 hy*0.40 0001000800,0011 00901d 0, reql40loOelllO 00 the 0108008 Rood bwoo Pooçooe FleoOoey004010 dOd 001101 p028110fl0 0.od.1oy 00t0 010 p0011idOd 01 80 Flood Inool0010Stody 01101000 1100 p10001.

00)001 01000 001 0 SpewS Flood 140001d 010000 lIldy be p00)001011 bp Rood00080) o00000reo Role, 0 S0010o 24 FIOOd Flol00000 M..oo100 0) 9,0Flood I000,0000 Slody lopoll 100 0)0100080. 00 floOd 000001 180100l00 10 1140)otholoAoo

Th0 p00(001000 0000 01 he pl0001050n 01 11*0 .oop woo UnloloO0) T1000n01002.10000, IUTMI 000010 Th0 hOd000lOI 110100101.11018083 GRS 80 op01010.088)00000000111010.0 opoleloid poojed000 on UTM .00.000040, the p10010400019190000 odjooeol j,oiod0 0.Oy .0lo40010819 xioAoo0) d.Il0100000 000,0101011000000*0 jlOiedioli000RoOdOl(00 100004001000100800000.00010000*01901800 FIRM

Rood 01000000000008 000P0,0 1109001000 lohe NO.0140000000 Wl 00410101 1980 100,0 flood 000908005 00,0,280 0001,0,011 01 08104010 000 9005*00010003000 1000,,.lOed 01 the 011000 .0.8,01 1100101. FOe odo,m0000 109.0 1190000010100 880000 he N0 0000080401)0000000000 10290100 the 90.111*010000040008100801101 1080.0,11010000011000001108, 54000,010804.01010,10l000l 000 01 000400 018 01000000 810011090 510.oy 02 010 10000,019.0080,0

NGS 01000.800 SoOeoo,NOA.0.. NINGSI280)10001 G.Od.OIO Soloop550404. 092021315 E004%hOlHi9l100yS*oooSpo.ng. 020.9000420910-3202

10 000*1 oooOnl .100,1400. dooooplioo .00101 10001100 8111000.000 011081 040000011 m000o .*0wo00011* loOp. 90.00. 000180 he lfl000100liOll 5.0)00.9,0.0101 91.001000) 0.0110)10 SoIwy .1(291) 793-3242. 00 *1*1 heo 100808. 00

Booo 000p1 00,000804 ,bOo,. 00 80 FIRM woo plOlodod 01 0090001 1000.1.100*001,0)00,. .00400900000000p 80.0410010001000 peooi04 by RI.

Coo of dJ00000do. 090010.1100 pil010glopIly lAo.. 00(101.011 012004 we,. 0000P00401100010 ClIp o)AI0000dl1.. 4440000.0*00.011101100109000* boo. .oop1001010010 l 01010011010511,9110100801000109100010

00 0)110001101909.090000111001010* 80100109 1001000 0000 del.0e11 end01-100010 .010.01 011.0001 0*089.000000004 000dP1004 80000080,,. 91.0000.0 08,0*,. on Iho p.10001*0 FIRM Ion 04. ooddodoo 18. 0.0400111, ood

900dw000 8100 00*0 hon00000 0000 he p1001008 FIRM 010$ 80*0 bOon 04002nd200001000 200100. 0010 080010 0000001 008300900* 0100 000,41. 010 floodP118009.00 flood,00y 0001 105100 10 he Flood 101010000 SloO)1 10p0.t (0,10110000*00 lAthootollo. )lydwwio dolo) loop 1,000) 000010 OIl0000IdOlOllOO 0(00ddT0A 11001 whO) 10 0*0000 001 Ooo lOOp

C0000e010 lImOS 50000000 1010 10OP 010 bOO.1100310 800111.10 .0.0.5(0 01 he0010 01 p0300.000. 8000000d100900 dole 0000110100000l0 01110-000000500.100111.0010000100 01*0 840 lOOp 0(00 9010000011 l00p 00010 0001114 000000009popli.I. 000101*00000000)050 0000p 100100)0019010*1.1010000110.0

P10*0010)00 lohe oop000l0)y p0101d b10p 1.11.0)01.0 oowwow 040 0(loeeOg 0100,00)0011100000000000110)51110118000

Foe 1080000001 00 e,.10010 p00,01, .0,0000011 .000 0100 FIRM *401010 0009.Soro000 Coot., (0.050) 000000 02 l0*lI000io,1. *0040100 p1040000 1111y

11804. p.o.4wody .0*0110000001 Mop Cboog. oRood 1.10000n00 SEody 19,00*.011101 olçb0) 00,000000009, 8011y dole. p.OdoO* . be 0010111 0’0*0001111504480000015001111904

If (00 hOno 00.0000.0000)80)0 0100 00*100000, DnOdO0)0 01 he 9080001Flood In001.no. Plo9ooo 0 9000,01 p1000e 004 he FEW. Mop I1110n010500018010090 IFUIX) .0 1477.FEMO MAP (1-0774301-2007) 0, wOO he FEMA*2,801.01 )00lheooOol,. 00o81040000ln10

LEGEND80EcIAL fl000 000240040805 (880140) 50J918C7 TOJNIJNOAITON BY THE 1% ANMIAL OWOCE 91.000

1110 0% .011.0000 1100,00. )1 0000100 80100, 0 00800100000 1000100 0 *00 1010000 0 0 0001 00 110 80 0,000 00. 0000110 540000010.0 be 0.0 1% wood 08080 00001.0011 00000001400000 13 01. Mt *0. 00. 000. V.110 It The 000 100 00801 0001000009*,01.00,0101000% 01000010100 0000

0 100110000 000 000110100.

0011000 0000 cOO. 810.000000100?0000.

0000000 0008090040011 0100 1001101101100000001000,09); 00.0 01000OeoIli000d010oni000

0000*9 0*0000000010103100100100001000110.000109*0001001; 00000000010000,04004 101 11001 01 .11.141.1 110 floodOg. OOlw04$ 011000e00100

000*0 001001 01000 000.10 0100 bOth0010,0000 lIne. 001% 01*0010000000*0,00001000500)0100000000 0000001, 00000800. 0010000100000010010.10000000000000000004000100000000.0000000.0000500900% 000.00 80000070000

000000’ 100010800.01000001000% 0000.10040000001900.01000800000000,1 500em 001100 100010100800. .00.9101004 el00000005

0800 CoowO 010000010.00100401000000100.0.000); 0.00,01100

0010)0,1 COOS,., 000001000*0000100,0000001810000041101.1; 000,110000000040,0010100011

01,0051041 AREAS (N ZONE AS

00, INodo., 00,0 0,0,0) 01.001.0, 00,0 010 1*llle.If000000 0110,000 0000 be 0001 II,.fl00000l,01100000100I .01000000101010000100101000101400.000M10100fl0fl0180054000.

OIlIER FLOOD *1)805

ZOIIEO 4000000.2% MOoS1 10*00(10000; .0.0001% 110,*? 011.00.000.00?0001090 dop000 OIl.,, 10001 1000 01 01111 0,0.000.0,00110000.00,000010 1100)0000,010 00001100 00 00110 11010 0% 0000* .010100 lImO.

OTHER AREAS

101000 *4000 0001000.0000 00100 002 02% 000140 101000 1(0001,04

00000 kw400l000 fOod 010110 00 .040*0008. 000 001150.

00832)51.9800188 RESOURCES 3232881(805) ARIAS

\ OTHERWISE PSOTSCTHD AREAS (805>

800,0.00000000,0 000000000001010.00101100000011800104011*402,.

II. 0*0108010.0)4000100

0.20000010008000000.00

01—010,0 P 000.0010

00500 000 101.00110

00W000108001I00000lllIwOdOOlI1010000&0?1100*001100000fl00000000 010000 ,0o

.-.-———‘.SlS--————-- 01008000*00100000*1*0100400.0,011.

111.90,1 F0O0 000040 l4k0.OlOelol*0000,1001 fl 01110,01

• 00..thO 50.111 2,101.0.0 *0,10.1 00100000901

01 1,0100040

orol-45. 32RI30 I01 00*100811000,00000.00

0,000008 1100-80.1,1*0.00? 00,0.0100010019*011*00.0000

0000-1,0000001.0:4,100103101(101.10 00000,0010fl FT .,.low (101000000001011.1.1000011*0010,1. *000

0,080

050*10 00(00 01010 (0.0 0001101000 01 000.1100000 00*100011000 800.09eMl.5 00.0 eoe

lilt 01.8011000000000101 509080000001010?0 0*001010100 0011100fllIOfOl0000001. 0000000001l

OIIIIOL000IFICAIION

10.000 041000 00500000V lOOP 00,2010105000

PANE. 0031€

11095000 FT

l10 FT

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MAP SCALE 10 8117250 0 000 1000

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CITY OF ALEXANDRIA,VIRGINIAINDEPENDENT CITY

PANEL 31 OF 45(SEE MAP INDEX FOR FIRM 88NELLAYO)JT)

NMMOMLT 100(988 11180* 510*1)9014(0 001 0

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NOTES TO USERSiNs map rsheueo is adeisistotteg Sm Naumiat Flood Itiausooe Pmgtsm 0 dossnot ,osesoaay deadly oa west abteot is floosng paldoutooty horn enstowage toasts is sorod size Trw soeeesolty reap wposgooy dwrdd bearordad too pessiste opdatod oraflorrid flood hazard iatmoahon

To oowm mere dsoaead Ofimmabas is was others Sass Flood EtsyattonslBFEolaOdi0005admays heoeheomdeaonsned. rssit die daowzwpodisasrardtthe flood Fraben aod Floodway Data aodise Suenoary is Srowaar Eloe000ntabet waflonad miOisr Or. Flood tnwra,me Stsdp (FIS) rt first merwyamsothis FIRM Usam should be aware that fiFths shown so the FtRM repoasanttwirled whoie4nss asne000s Theta fiFEs ore cr595.0 lot flood owoowos‘cong piapoass crop wro should iwo be iisad as the Idea 004105 of boil olsoatlooistoenzrwo Aaotdlepty. flood elosahoe dow pteserded io ate FIS report strandhe olOhed 00 owsnawo old, the FIRM too porpows of steohsotisn atmfloodplaIn maoaoeewrrl

Coastal Base Flood Eteoattooo sliedir as this map apply orb Isoozard dO FNorth Aetecowo hortoat Datum at iota INAVD 001. U.oisissttFlRM 00000500s500e Oral oOauW load donatwrs are alto pmaded is Ore Sanwoory ci SoOwsiorSesohons lohtos 01 tOo Flood lssarorrop Study report toe lb yshdis000Elewstisns sl,00n is fire Soermary is Shtwaw, Elesohwns abet shwdd be usedtot ssoohoodoo ones, Ooodptais sowapomest porystat when tsp are higharOraw ore 000’raoooo careen oo 010 FIRM.

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NOTES TO USERSUris nay a for use hi edrnirlstenhr the Nedonal flood Inswece Prngnonn Odesirs) ooseosaody denialp 55 woes soh1ect to tioodong pandodady hem localAeinage sources of Sinai sloe The osnoesnfty mop nepesdoor sho4d heoono.dmo tar possible opdalod or addlbsnal fiend hazard lrdynmabon

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2011 100-Year Floodplain Boundary (ZONE AE)2011 100-Year Floodplain Boundary (ZONE A)2011 Base (100-Year) Flood Elevation1991 100-Year Floodplain Boundary

City of AlexandriaFloodplain Boundary Comparison

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 1 of 12

Sec. 6-300 FLOODPLAIN DISTRICT 6-301 Purpose and Intent (A) This ordinance is adopted pursuant to the authority granted to all localities by Va. Code §

15.2 – 2280, as well as the authority specifically granted to the City in its Charter. The purpose of these provisions is to prevent: the loss of life and property, the creation of health and safety hazards, the disruption of commerce and governmental services, the extraordinary and unnecessary expenditure of public funds for flood protection and relief, and the impairment of the tax base by: (1) regulating uses, activities, and development which, alone or in combination with other

existing or future uses, activities, and development, will cause unacceptable increases in flood heights, velocities, and frequencies;

(2) restricting or prohibiting certain uses, activities, and development from locating within districts subject to flooding;

(3) requiring all those uses, activities, and developments that do occur in flood-prone districts to be protected and/or flood-proofed against flooding and flood damage; and,

(4) protecting individuals from buying land and structures which are unsuited for intended purposes because of flood hazards.

6-302 Applicability (A) These provisions shall apply to all privately and publicly owned lands within the jurisdiction

of the City of Alexandria and identified as being in a floodplain as designated in the Flood Insurance Study and as shown on the Flood Insurance Rate Maps prepared by the Federal Emergency Management Agency (FEMA) dated June 16, 2011.

(B) The floodplain district regulations in Section 6-300 are adopted in compliance with floodplain management criteria set forth in regulations promulgated by FEMA.

(C) This section shall be applicable to all applicants for building permits in the floodplain area. (D) All buildings for which a building permit shall have been duly and regularly issued by the

director of building and mechanical inspections on or before May 24, 1977, which permit has not expired, may be completed without the necessity of complying with the floodplain district regulations in Section 6-300, but after completion, any such building or structure and the land on which it is situated shall be subject to all the provisions of said section.

(E) All preliminary site plans which have been duly and regularly approved on or before May 24, 1977, and which have not expired, may be completed without the necessity of complying with the floodplain district regulations in Section 6-300, but after completion, any building or structure on said site plan together with the land included in said site plan shall be subject to all the provisions of said section.

(F) All final site plans which have been duly and regularly approved and released on or before May 24, 1977, and which have not expired may be completed without the necessity of complying with the floodplain district regulations in Section 6-300, but after completion, any building or structure on said site plan together with the land included in said site plan shall be subject to all the provisions of said section.

(G) Any building or structure which is in existence on or before June 15, 2011, or for which a preliminary or combination site plan, building permit or subdivision approved on or before June 15, 2011, continues in force and effect shall not be deemed a nonconforming use provided, that any such building or structure which, following June 15, 2011, is the subject of substantial improvement shall comply with the floodplain regulations in effect at the time of such improvement.

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 2 of 12

6-303 Definitions For the purposes of this Section 6-300 the following terms and phrases shall have the meaning ascribed as follows below. Should any uncertainty occur with respect to the definition of any word, term or phrase used in this section, the applicable definitions set out in 44 CFR 59.1, as amended, shall apply. (A) A Zone. An area of the one hundred (100)-year flood as shown on the Flood Insurance

Rate Map. This zone is also referred to as the Approximated Floodplain District. (B) AE Zone. An area shown of the 100-year flood on the Flood Insurance Rate Map for which

corresponding base flood elevations have been provided. This zone is also referred to as the Special Floodplain District.

(C) Base flood. The flood having a one percent chance of being equaled or exceeded in any given year. May also be referred to as the 100-year flood.

(D) Base flood elevation (BFE). The FEMA designated 100-year water surface elevation as shown on the Flood Insurance Rate Map that corresponds to the base flood.

(E) Basement. Any area of a building (including parking) having its floor subgrade (below ground level) on all sides.

(F) Development. Any man-made change to improved or unimproved real estate, including, but not limited to, the construction of buildings or other structures, the placement of manufactured homes, the construction of streets, the installation of utilities and other activities or operations involving paving, filling, grading, excavating, mining, dredging or drilling, the storage of equipment or materials.

(G) Existing manufactured home park or subdivision. A manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed before the effective date of the floodplain management regulations adopted by a community.

(H) Flood/flooding. (1) A general and temporary condition of partial or complete inundation of normally dry land

areas from: (a) the overflow of inland or tidal waters; or, (b) the unusual and rapid accumulation or runoff of surface waters from any source. (c) mudflows which are proximately caused by flooding as defined in paragraph (1)(b) of

this definition and are akin to a river of liquid and flowing mud on the surfaces of normally dry land areas, as when earth is carried by a current of water and deposited along the path of the current.

(2) The collapse or subsistence of land along the shore of a lake or other body of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated cyclical levels or suddenly caused by an unusually high water level in a natural body of water, accompanied by a severe storm, or by an unanticipated force of nature such as flash flood or an abnormal tidal surge, or by some similarly unusual and unforeseeable event which results in flooding as defined in paragraph (1)(a) of this definition.

(I) Flood Insurance Rate Map (FIRM). An official map of a community, on which the FEMA Federal Insurance Administrator has delineated both the special flood hazard areas and the risk premium zones applicable to the community. A Flood Insurance Rate Map that has been made available digitally is called a Digital Flood Insurance Rate Map (DFIRM). The official Flood Insurance Rate Map for the City of Alexandria shall be the in the digital format prepared by FEMA, Federal Insurance Administration, dated June 16, 2011, as amended.

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 3 of 12

(J) Flood Insurance Study (FIS). An examination, evaluation and determination of flood hazards and, if appropriate, corresponding water surface elevations, or an examination, evaluation and determination of mudflow and/or flood-related erosion hazards. The official Flood Insurance Study for the City of Alexandria shall be the Flood Insurance Study prepared by FEMA, Federal Insurance Administration, dated June 16, 2011, as amended.

(K) Floodplain. A relatively flat or low land area adjoining a river, stream or other watercourse which is subject to partial or complete inundation by water from such watercourse, or a land area which is subject to the unusual and rapid accumulation or runoff of surface waters from any source.

(L) Floodplain district. The areas encompassed by the 100-year floodplain as shown on the Flood Insurance Rate Map.

(M) Flood-prone area. Any land area susceptible to being inundated by water from any source more often than once in a 100-year period.

(N) Floodproofing. Any combination of structural and non-structural additions, changes, or adjustments to structures which reduce or eliminate flood damage to real estate or improved real property, water and sanitary facilities, structures and their contents.

(O) Floodway. The designated area of a floodplain required to carry and discharge flood waters of a given magnitude. For purposes of this Section 6-300, a floodway must be capable of accommodating a flood of the 100-year magnitude.

(P) Freeboard. A factor of safety usually expressed in feet above a specified flood level for purposes of floodplain management. “Freeboard” tends to compensate for the many unknown factors that could contribute to flood heights greater than the height calculated for a selected size flood and floodway conditions, such as wave action, bridge openings, and the hydrological effect of urbanization in the watershed.

(Q) Highest adjacent grade. The highest natural elevation of the ground surface prior to construction next to the proposed walls of a structure.

(R) Historic structure. Any structure that is: (1) listed individually in the National Register of Historic Places (a listing maintained by the

Department of Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register;

(2) certified or preliminarily determined by the Secretary of the Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary to qualify as a registered historic district;

(3) individually listed on a state inventory of historic places in states with historic preservation programs which have been approved by the Secretary of the Interior; or,

(4) individually listed on a local inventory of historic places in communities with historic preservation programs that have been certified either by an approved state program as determined by the Secretary of the Interior or directly by the Secretary of the Interior in states without approved programs.

(S) Lowest floor. The lowest floor of the lowest enclosed area (including basement). A parking structure that is below grade on all sides is considered a basement and therefore the lowest floor. An unfinished or flood resistant enclosure, usable solely for parking of vehicles, building access or storage, in an area other than a basement area (the enclosure is not below grade on all sides) is not considered a building's lowest floor; provided, that such enclosure is not built so as to render the structure in violation of the applicable floodproofing non-elevation design requirements of this Section 6-300.

(T) Manufactured home. A structure, transportable in one or more sections, which is built on a permanent chassis and is designed to be used as a single-family dwelling, with or without permanent foundation, when connected to the required facilities, and which includes the

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 4 of 12

plumbing, heating, air conditioning and electrical systems contained in the structure. A manufactured home shall include park trailers and other similar vehicles when placed on a site for greater than 180 days.

(U) Mixed-use building. Any building or structure that is used or intended for use for a mixture of nonresidential and residential uses in the same building or structure. For floodplain management purposes, a mixed-use building is subject to the same rules and conditions as a residential building unless all of the provisions set forth more specifically herein are met.

(V) New construction. Buildings and structures as to which the start of construction occurred on or after May 24, 1977, including any subsequent improvements to such buildings or structures. For floodplain management purposes, new construction means structures for which the start of construction commenced on or after the effective date of a floodplain management regulation adopted by a community and includes any subsequent improvements to such structures.

(W) Nonresidential building. Any building or structure which is not a residential building or a mixed-use building.

(X) Recreational vehicle. A vehicle which is (1) built on a single chassis; (2) 400 square feet or less when measured at the largest horizontal projection; (3) designed to be self-propelled or permanently towable by a light duty truck; and, (4) designed primarily not for use as a permanent dwelling but as temporary living quarters

for recreational camping, travel, or seasonal use. (Y) Residential building. Any single-family dwelling, two-family dwelling, row or townhouse

dwelling, or multi-family dwelling, and any accessory building or structure. (Z) Shallow flooding area. A special flood hazard area with base flood depths from one to three

feet where a clearly defined channel does not exist, where the path of flooding is unpredictable and indeterminate, and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow.

(AA) Special Flood Hazard Area (SFHA). The land in the floodplain subject to a one percent or greater chance of being flooded in any given year as designated on the official Flood Insurance Rate Map for the City of Alexandria.

(BB) Start of construction. The date a building permit is issued, provided that the actual start of construction begins within 180 days of the permit issuance date. For new construction, the actual start of construction means the initial placement of permanent construction of a structure on the site, such as the pouring of footings or a slab, the installation of piles, the construction of columns or any work beyond the state of excavation, or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading and filling, or the installation of streets or walkways, or excavation for a basement or for footings, piers or foundations, or the erection of temporary forms, or the installation of accessory buildings, such as garages or sheds not occupied as dwelling units and not part of the main structure. For substantial improvements, the actual start of construction means the first alteration of any wall, ceiling, floor or other structural part of a building, whether or not the alteration affects the external dimensions of the buildings.

(CC) Structure. For flood plain management purposes, a walled and roofed building, including a gas or liquid storage tank, that is principally above ground, as well as a manufactured home. “Structure'' for insurance coverage purposes, means: (1) A building with two or more outside rigid walls and a fully secured roof, that is affixed to a

permanent site; (2) A manufactured home (also known as a mobile home), is a structure: built on a

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 5 of 12

permanent chassis, transported to its site in one or more sections, and affixed to a permanent foundation; or

(3) A travel trailer without wheels, built on a chassis and affixed to a permanent foundation, that is regulated under the community’s floodplain management and building ordinances or laws.

For the latter purpose, “structure” does not mean a recreational vehicle or a park trailer or other similar vehicle, except as described in paragraph (3) of this definition, or a gas or liquid storage tank.

(DD) Substantial damage. Damage of any origin sustained by a building or structure whereby the cost of restoring the building or structure to its before damaged condition would equal or exceed 50 percent of the market value of the building or structure before the damage occurred.

(EE) Substantial improvement. Any repair, reconstruction, rehabilitation, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the building or structure immediately before construction of the improvement is commenced, or any restoration of a building or structure which has incurred substantial damage; provided, that the term does not include:

(1) Any improvement of a building or structure that is necessary to correct existing violations of state or local health, sanitary or safety code specifications which have been identified by appropriate officials of the state or city and which are the minimum necessary to assure safe living conditions; or

(2) Any improvement of a "historic structure," as defined in this section, so long as the improvement does not preclude the structure's continued designation as a "historic structure."

(FF) Violation. The failure of a structure or other development to be fully compliant with the City of Alexandria’s floodplain management regulations. A structure or other development without the elevation certificate, other certifications, or other evidence of compliance required in 44 CFR Sec. 60.3(b)(5), (c)(4), (c)(10), (d)(3), (e)(2), (e)(4), or (e)(5) is presumed to be in violation until such time as that documentation is provided.

6-304 Description of Floodplain Districts (A) The various floodplain districts shall include the Special Flood Hazard Areas described

below. The basis for the delineation of these districts shall be the Flood Insurance Study and the Flood Insurance Rate Maps for the City of Alexandria prepared by FEMA, Federal Insurance Administration, dated June 16, 2011, and any subsequent revisions and amendments thereto. (1) The Special Floodplain District shall include those areas identified as an AE Zone on the

Flood Insurance Rate Map for which 100-year base flood elevations have been provided.

(2) The Approximated Floodplain District shall include those areas identified as an A Zone on the Flood Insurance Rate Map. In these zones, no detailed flood profiles or elevations are provided, but the 100-year floodplain boundary has been approximated. For these areas, the 100-year flood elevations and floodway information from federal, state, and other acceptable sources shall be used, when available. Where the specific 100-year flood elevation cannot be determined for this area using other sources of data, such as the U.S. Army Corps of Engineers Flood Plain Information Reports, U.S. Geological Survey Flood-prone Quadrangles, etc., then the applicant for the proposed use, development and/or activity shall determine this elevation in accordance with FEMA-approved hydrologic and hydraulic engineering techniques. Hydrologic and

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 6 of 12

hydraulic analyses shall be undertaken only by professional engineers or others of demonstrated qualifications, who shall certify that the technical methods used correctly reflect currently-accepted technical concepts. Studies, analyses, computations, etc., shall be submitted in sufficient detail to allow a thorough review by the Director of Transportation and Environmental Services.

(B) The delineation of any of the floodplain districts may be revised by the City of Alexandria where natural or man-made changes have occurred and/or where more detailed studies have been conducted or undertaken by the U.S. Army Corps of Engineers or other qualified agency, or an individual documents the need for such change. Updates to the delineation of the floodplain districts require approval from both the City of Alexandria and the FEMA Federal Insurance Administration.

(C) Any uncertainty on the floodplain district map, or Flood Insurance Rate Map, with respect to the boundary of any floodplain district, either A or AE Zone, shall be determined by the Director of Transportation and Environmental Services by scaling and computation from the map or by land survey information.

6-305 Administration (A) The Director of Transportation and Environmental Services shall be responsible for the

administration of the floodplain management regulations set forth in this Section 6-300. He or she shall be responsible for the review of all proposed uses and development to determine whether the land on which the proposed use or development is located is in a floodplain, and that the site is reasonably safe from flooding.

(B) An applicant must apply for a permit and issuance of the permit is required prior to the start of any development within the Special Flood Hazard Area.

(C) No site plan, subdivision plat or building permit application which proposes to construct or make substantial improvements within any floodplain district shall be approved by any agency of the City of Alexandria without certification by the Director of Transportation and Environmental Services that the plan, plat or permit application meets the requirements of this Section 6-300. The Director of Transportation and Environmental Services shall insure that all other required permits related to development in the floodplain from state or federal governmental agencies have been obtained.

(D) All applications for new construction or substantial improvement within any floodplain district, and all building permits issued for the floodplain shall incorporate the following information: (1) The base flood elevation at the site. (2) The elevation of the lowest floor (including basement). (3) For structures to be floodproofed (nonresidential only), the elevation to which the structure will be floodproofed. (4) Topographic information showing existing and proposed ground elevations.

(E) The Director of Transportation and Environmental Services may require information from the applicant, including, but not limited to, an engineering study of the floodplain. Upon a determination that the land on which the proposed use or development is located in a floodplain, the Director of Transportation and Environmental Services shall determine whether such use or development may be permitted in accordance with the provisions of Section 6-306 through 6-308 or requires the approval of a variance as set forth in Section 6-311.

(F) The Director of Transportation and Environmental Services shall be responsible for the collection and maintenance of records necessary for the City’s participation in the National Flood Insurance Program. Base flood elevations may increase or decrease resulting from physical changes affecting flooding conditions. As soon as practicable, but not later than six

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 7 of 12

months after the date such information becomes available, the Director of Transportation and Environmental Services shall notify or require the applicant to notify the FEMA Federal Insurance Administrator of any change in base flood elevation or the boundaries of any Special Flood Hazard Area depicted on the City’s Flood Insurance Rate Map by submitting technical and scientific data to FEMA for a Letter of Map Revision.

6-306 Special Regulations Within the boundaries of any A or AE Zones in any floodplain district as shown on the Flood Insurance Rate Map, buildings or structures and their extensions and accessory buildings or structures maybe be constructed or substantially improved only in accordance with the following requirements of this Section 6-300 and all other applicable provisions of law. (A) The elevation of the lowest floor, including the basement, for any new residential building or

any extension to a residential building shall be at least one foot above the base flood elevation.

(B) The elevation of the lowest floor, including the basement for any new nonresidential building or structure and any extension or accessory to a nonresidential building shall be at least one foot above the base flood elevation. Nonresidential buildings located in all A or AE zones may be floodproofed in lieu of being elevated provided that all areas of the building components below the elevation corresponding to the base flood elevation plus one foot are watertight with walls substantially impermeable to the passage of water, and use structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. In no event shall any floor below at least one foot above the base flood elevation be used for human or animal habitation, food storage or food preparation.

(C) All new and replacement public utilities, water mains and sanitary sewers shall be designed to minimize or eliminate infiltration and exfiltration and to insure their structural integrity under flood conditions to the satisfaction of the Director of Transportation and Environmental Services.

(D) Water heaters, furnaces, electrical distribution panels and other critical mechanical or electrical installations shall not be installed below the base flood elevation. Separate electrical circuits shall serve areas below the base flood elevation and shall be dropped from above.

(E) Any proposed use of land, development and any new construction or substantial improvement of a building or structure within an A or AE zone, in conjunction with all other uses, existing or possessing a valid permit for construction, shall not increase the water-surface elevation of the 100-year flood by more than 0.5 foot. Any party proposing a land use or development or such construction or improvement within an A or AE Zone shall furnish specific engineering data and information as to the effect of the proposed action on future flood heights and obtain approval from the Director of Transportation and Environmental Services prior to undertaking the action.

(F) No building permit shall be issued for the construction or substantial improvement of a building or structure unless the applicant submits to the Department of Code Administration a certification from a duly registered architect or engineer that the proposed construction (including prefabricated homes) or improvement meets the following requirements: (1) The construction shall be protected against flood damage (2) The construction shall be designed (or modified) and anchored to prevent flotation, collapse or lateral movement of the building and structure

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 8 of 12

(3) The construction shall be built using materials and utility equipment that are resistant to flood damage (4) The construction shall be built using methods and practices that will minimize flood damage. The certification required be Section 6-306(F)(1) and (2) shall be based on the 100-year flood level as noted on the Flood Insurance Rate Map.

(G) No building permit for the substantial improvement of an existing nonresidential building shall be issued unless the building, together with attendant utility and sanitary facilities, has the lowest floor (including the basement) elevated at least one foot above the base flood elevation. Should this not be feasible, no such permit shall be issued unless the existing structure is watertight floodproofed as described in Section 6-306 in all areas below the base flood elevation to the classification designated by the Director of Transportation and Environmental Services.

(H) No building permit for the substantial improvement of an existing residential building shall be issued unless the building has the lowest floor (including the basement) elevated at least one foot above the base flood elevation.

(I) Wherever floodproofing is utilized within the scope of this Section 6-300, such floodproofing shall be done by approved methods. A registered professional engineer or architect shall certify the adequacy of the floodproofing design to withstand the stresses of the base flood and such plan shall cite the elevation to which the structure is floodproofed. Such certification shall be provided on Federal Emergency Management Agency, National Flood Insurance Program, elevation certificate and/or floodproofing certificate as applicable. Designs meeting the requirements of the W-1 and W-2 without human intervention technique as outlined in floodproofing regulations of the Office of the Chief of Engineers, U.S. Army, December 15, 1995, shall be deemed to comply with this requirement. The building or code official shall maintain a file of such certifications, including the elevation of the lowest floor for structures that are elevated in lieu of watertight floodproofing.

(J) For all new construction or substantially improved structures, fully enclosed areas below the lowest floor (other than a basement) which are below the base flood elevation shall: (1) shall only be used for the parking of vehicles, building access, or limited storage of maintenance equipment used in connection with the premises and shall not be designed or used for human habitation. Access to the enclosed area shall be the minimum necessary to allow for parking of vehicles (garage door) or limited storage of maintenance equipment (standard exterior door), or the entry to the living area (stairway or elevator). (2) be constructed entirely of flood resistant materials below the base flood elevation (3) include, in A and AE zones, measures to automatically equalize hydrostatic flood forces on walls by allowing for the entry and exit of floodwaters. To meet this requirement, the openings must be certified by a professional engineer or architect or meet the minimum design criteria: (a) Provide a minimum of two openings on different sides of each enclosed area subject

to flooding. (b) The total net area of all openings must be at least one square inch for each square

foot of enclosed area subject to flooding. (c) If a building has more than one enclosed area, each area must have openings to

allow floodwaters to automatically enter and exit. (d) The bottom of all required openings shall be no higher than one foot above the

adjacent grade. (e) Openings may be equipped with screens, louvers, or other opening coverings or

devices, provided they permit the automatic flow of floodwaters in both directions.

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 9 of 12

(f) Foundation enclosures made of flexible skirting are not considered enclosures for regulatory purposes, and, therefore, do not require openings. Masonry or wood underpinning, regardless of structural status, is considered an enclosure and requires openings as outlined above.

(K) Any mixed-use building may be considered a nonresidential building for purposes of this Section 6-306 if all of the following conditions are met; otherwise, the building shall be considered a residential building:

(1) No more than twenty percent of the development site(updated 2/22/11) is within the boundaries of any A or AE Zones in any floodplain district as shown on the Flood Insurance Rate Map;

(2) At least 20,000 square feet of finished floor area of the proposed mixed-use building is devoted to nonresidential use;

(3) Basement areas (including below grade parking) must be located outside the boundaries of any A or AE Zones in any floodplain district;

(4) All floodproofing requirements specified in this Section 6-300 and as specified in FEMA Technical Bulletin 3-93 Non-Residential Floodproofing – Requirements and Certification must be met.

6-307 Other Conditions (A) No filling of any kind shall be allowed within the boundaries of any A or AE zone except

where such filling, when considered in conjunction with all other uses, existing and proposed, will not increase the base flood elevation more than 0.5 foot. Persons proposing such filling shall furnish specific engineering data and information as to the effect of their proposed action on future flood heights and shall obtain approval from the Director of Transportation and Environmental Services prior to any filling.

(B) All uses, activities and development occurring within any floodplain district shall only be undertaken in strict compliance with the Virginia Uniform Statewide Building Code (VA USBC).

(C) No wall, fence or other outdoor obstruction shall be constructed in any floodplain district unless such structure is approved by the Director of Transportation and Environmental Services; provided that open mesh wire fences of not less than No. 9 wire, with mesh openings of not less than six inches times six inches, whose supports shall be securely anchored in concrete and whose wire shall be securely fastened to the supports, may be erected without any review by or approval of the Director of Transportation and Environmental Services under this Section 6-300.

(D) The provisions of this Section 6-300 shall not be construed to prevent the remodeling (not amounting to substantial improvement), maintenance or floodproofing of buildings and structures now existing, or prevent the surfacing or resurfacing of existing streets or parking lots within two inches of the existing grade.

6-308 Subdivision Requirements (A) Subdivision proposals which are located in A or AE zones must comply with the provisions

of Section 6-300 and shall: (1) be consistent with the need to minimize flood damage. (2) have public utilities and facilities such as sewer, gas, electrical and water systems located and constructed to minimize flood damage.

(3) Have adequate drainage provided to reduce exposure to flood hazards. (4) Include base flood elevation data.

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 10 of 12

6-309 Trailer Camps, Manufactured Homes, Mobile Homes, Recreational Vehicles and Septic Tank Systems

(A) Trailer camps, manufactured homes and mobile homes are not permitted in any floodplain district.

(B) All recreational vehicles in the floodplain must be on the site for fewer than 180 consecutive days and be fully licensed and ready for highway use.

(C) Installation of septic tank systems in any floodplain district is prohibited.

6-310 Flood Prevention Projects Nothing in Section 6-304 through Section 6-308 shall be construed to prohibit the City of Alexandria or any person from undertaking lawful filling, draining, construction, realignment or relocation of stream channels or any other improvement that is intended to eliminate or reduce the danger of flooding, provided: (A) The improvement is in accord with the City of Alexandria’s flood improvement plan for the

district involved and the Director of Transportation and Environmental Services has issued a certificate to that effect.

(B) The improvement is under the general supervision of the Director of Transportation and Environmental Services.

(C) The realignment or relocation of any stream channel is designed and constructed so that there will be no reduction in the natural valley storage capacity of the area with respect to the 100-year flood, unless such relocation or realignment is designed to contain the 100-year flood within the banks of the channel.

(D) Notification, in riverine situations, is provided to adjacent communities, VADCR, FEMA, and other required agencies prior to any alteration or relocation of a watercourse.

(E) The requirements of Section 6-306 (E) and Section 6-307(A) must be met.

6-311 Variances (A) The City Council may, for good and sufficient cause, permit less than full compliance with or

waive the provisions of Section 6-304 through Section 6-310, provided: (1) Written application is made stating the hardship which will occur if the variance is not

granted; (2) A public hearing is held; (3) The decision is made by a majority vote of the entire membership of City Council upon

finding that the variance us the minimum necessary, considering the flood hazard, to afford relief;

(4) The Director of Transportation and Environmental Services states in writing that the variance will not result unacceptable or prohibited increases in flood heights, additional threats to public safety, extraordinary public expense; and will not create nuisances, cause fraud or victimization of the public, or conflict with local laws and ordinances.

(5) The Director of Transportation and Environmental Services notifies the applicant in writing that the issuance of a variance to construct a structure below the base flood elevation will result in increased insurance premium rates for flood insurance and that such construction will increase the risks to life and property.

(B) In evaluating applications for variances, the Director of Transportation and Environmental Services shall satisfy all relevant factors and procedures specified in other sections of the City’s ordinance and consider the following additional factors: (1) The danger to life and property due to increased flood heights or velocities caused by

encroachments. (2) The danger that materials may be swept onto other lands or downstream to the injury of

others.

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 11 of 12

(3) The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owners.

(4) The importance of the services provided by the proposed facility to the community. (5) The requirements of the facility for a waterfront location. (6) The availability of alternative locations not subject to flooding for the proposed use. (7) The compatibility of the proposed use with existing development and development

anticipated in the foreseeable future. (8) The relationship of the proposed use to the comprehensive plan and floodplain

management program for the area. (9) The safety of access by ordinary and emergency vehicles to the property in time of flood. (10) The expected heights, velocity, duration, rate of rise, and sediment transport of the

flood waters expected at the site. (11) Such other factors which are relevant to the purposes of this ordinance.

(C) The Director of Transportation and Environmental Services may refer any application and accompanying documentation pertaining to any request for a variance to any engineer or other qualified person or agency for technical assistance in evaluating the proposed project in relation to flood heights and velocities, and the adequacy of the plans for flood protection and other related matters.

(D) A record shall be maintained of the above notification as well as all variance actions, including justification for the issuance of the variances. Any variances that are issued shall be noted in the annual or biennial report submitted to the FEMA Federal Insurance Administrator.

(E) Variances may be issued by a community for new construction and substantial improvements and for other development necessary for the conduct of a functionally dependent use.

6-312 Compliance, Liability, Severability and Penalties (A) No land shall hereafter be developed and no structure shall be located, relocated,

constructed, reconstructed, enlarged or structurally altered except in full compliance with the terms and provisions of this Section 6-300 and any other applicable ordinances and regulations which apply to uses within the jurisdiction of these floodplain management regulations.

(B) The degree of flood protection required by these floodplain management regulations and all other applicable local, state and federal regulations is considered reasonable for regulatory purposes. Larger floods may occur on rare occasions or flood heights may be increased by man-made or natural causes. Therefore, the regulations set forth in this Section 6-300 do not imply that areas outside the floodplain districts, or land uses permitted within such districts, will be free from flooding and flood damages under all conditions. Additionally, the granting of a permit or approval of a development in an identified floodplain district shall not constitute a representation, guarantee, or warranty of any kind by any official or employee of the City of Alexandria of the practicability or safety of the proposed use, and shall create no liability upon the City of Alexandria, its officials or employees.

(C) If any section, subsection, paragraph, sentence, clause or phrase of this Section 6-300 shall be declared invalid for any reason by a court of competent jurisdiction, such decision shall not affect the remaining portions of this Section 6-300. The remaining portions shall remain in full force and effect; and for this purpose, the provisions of Section this 6-300 are hereby declared to be severable.

Attachment # 3 TA #2011-0004

Floodplain Regulations

Updated 2/23/2011

Page 12 of 12

(D) Any person who shall engage in new construction, substantial improvement or development without a building permit as required by VA USBC and these floodplain management regulations shall be subject to the penalties provided in Section 11-200 of this ordinance.

6-313 Appeals Any person aggrieved by a decision of the Director of Transportation and Environmental Services under this Section 6-300 may appeal that decision to City Council; provided, that the appeal shall be filed in writing with the City Clerk within fifteen (15) days of the decision being appealed and shall describe the decision being appealed and the reasons why the person believes the decision to be invalid.

6-314 Annual Report It shall be the City Manager’s duty to submit any reports to FEMA and the floodplain coordinator at the Virginia Department of Conservation and Recreation that may be required regarding the City of Alexandria’s compliance with flood management regulations. (Ord. No. ______, § _, _-__-2011)

SPEAIWR'S FORM

DOCKET ITEM NO. 6 PLEASE COMPLETE THIS FORM AND GIVE IT TO THE CITY CLERK

BEFORE YOU SPEAK O N A DOCKETITEM

PLEASE ANNOUNCE THE INFORMATION SPECIFIED BELOW PRIOR TO SPEAKING.

I . NAME: -

2. ADDRESS:

TELEPHONE NO.?"? $4 (i - q3 f I' E-MAIL ADDRESS: (a& -C)bmn& ?L'@ w f , p &

4. WHAT IS YOUR POSITION FOR: AGAINST:

5. NATURE OF YOUR INTEREST IN ITEM (PROPERTY OWNER, ATTORNEY, LOBBYIST, C M C INTEREST, ETC.):

6. ARE YOU RECEIVING FOR THIS APPEARANCE BEFORE COUNCIL? YES NO

This form shall be kept as a part of the permanent record in those instances where financial interest or compensation is indicated by the speaker.

A maximum of three minutes will be allowed for your presentation, except that one officer or other designated member speaking on behalf of each bonafide neighborhood civic association or unit owners' association desiring to be heard on a docket item shall be allowed five minutes. In order to obtain five minutes, you must identify yourself as a designated speaker, and identify the neighborhood civic association or unit owners' association you represent, at the start of your presentation. If you have a prepared statement, please leave a copy with the Clerk.

Additional time not to exceed 15 minutes may be obtained with the consent of the majority of the council present; provided notice requesting additional time with reasons stated is filed with the City Clerk in writing before 5:00 p.m. of the day preceding the meeting.

The public normally may speak on docket items only at public hearing meetings, and not at regular legislative meetings. Public hearing meetings are usually held on the Saturday following the second Tuesday in each month; regular legislative meetings on the second and fourth Tuesdays in each month. The rule with respect to when a person may speak to a docket item at a legislative meeting can be waived by a majority vote of council members present but such a waiver is not normal practice. When a speaker is recognized, the rules of procedures for speakers at public hearing meetings shall apply. If an item is docketed forpublic hearing at a regular legislative meeting, the public may speak to that item, and the rules of procedures for speakers at public hearing meetings shall apply.

In addition, the public may speak on matters which are not on the docket during the Public Discussion Period a t public hearing meetings. The mayor may grant permission to a person, who is unable to participate inXpublic discussion at a public hearing meeting for medical, religious, family emergency or other similarly substantial reasons, to speak at a regular legislative meeting. When such permission is granted, the rules of procedures for public discussion at public hearing meetings shall apply.

Guidelines for tlie Public Discussion Period

(a) All speaker request forms for the public discussion period must be submitted by the time the item is called by the city clerk.

(b) No speaker will be allowed more than three minutes; except that one officer or other designated member speaking on behalf of each bonafide neighborhood civic association or unit owners' association desiring to be heard during the public discussion period shall be allowed five minutes. In order to obtain five minutes, you must identify yourself as a designated speaker, and identify tlie neighborhood civic association or unit owners' association you represent, at the start of your presentation.

(c) If more speakers are signed up than would be allotted for in 30 minutes, the mayor will organize speaker requests by subject or position, and allocated appropriate times, trying to ensure that speakers on unrelated subjects will also be allowed to speak during the 30 minute public discussion period.

(d) If speakers seeking to address council on the same subject cannot agree on a particular'order or method that they would like the speakers to be called on, the speakers shall be called in the chronological order of their request forms' submission.

(e) Any speakers not called during the public discussion period will have the option to speak at the conclusion of the meeting, after all docketed items have been heard. tq:

TEXT AMENDMENT # 2011-0004

ISSUE DESCRIPTION: A) Initiation of a text amendment; B) Consideration of an amendment to Section 6-300 the zoning ordinance regarding floodplain regulations.

CITY DEPARTMENT: Transportation and Environmental Services

PLANNING COMMISSION ACTION: A-Initiated 7-0 31111 1, B- Recommended approval

CITY COUNCIL ACTION Cttv Cc~ ine t l i+ p r c r d ?& iccctnrnrncDdlc n 7 - 6