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HomeMy WebLinkAboutFDP202200001 Letter of Map Revision 2022-03-04SUMMARY OF 100-YR WATER SURFACE ELEVATIONS FEMA Section Cross Section River Station Profile Existing Modell CLOMR Modell As -built LOMR Modell Compare CLOMR and LOMR W.S. Elev W.S. Elev W.S. Elev i7 WISE (ft), NAVD88 (ft), NAVD88 (ft), NAVD88 (ft) 2640.37 100yr 318.21 318.23 318.37 318.22 318.35 -0.01 -0.02 2290.53 100yr 318.34 1789.04 100yr 315.45 315.55 315.49 -0.06 1669.52 100yr 314.98 315.11 314.82 315.04 314.85 -0.07 0,03 1620,63 100yr 314.71 1601.1 Proposed Pedestrian Bridge 1570.82 100yr 314.87 314.91 314.77 314.65 314.65 -0.14 0.00 1491.63 100yr 314.65 'The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted this column are computed without consideration of backwater from Rivanna River. NOTES: 1. AN AIRBORNE SURVEY FOR THE PROJECT WAS COMPLETED ON 12 25 2013 AND ADDITIONAL TOPOGRAPHIC INFORMATION WAS COMPLETED AND INTEGRATED WITH THE SITE DATA ON 2/13/2018 FOR THE WOOLEN MILLS DEVELOPMENT SITE AREA. TOPOGRAPHY SURVEY DATUM: NAVD88. 2. LIDAR TOPOGRAPHIC DATA WAS DOWNLOADED FOR THE ADDITIONAL FLOOD STUDY AREA, AS SHOWN. 3. AS -BUILT FIELD RUN SURVEY OF BUILT CONDITIONS WAS PERFORMED BYTIMMONS GROUP IN MARCH OF 2021. 4. EFFECTIVE FLOOD INSURANCE RATE MAP #51003CO289D, PANEL 289, FEBRUARY 4, 2005. PROJECT LOCATED IN ALBEMARLE COUNTY, VIRGINIA. 5. THE EXISTING AND PROPOSED FLOODPLAIN LIMITSALONG MOORES CREEK HAVE BEEN MAPPED IN CONSIDERATION OF THE BACKWATER FROM THE RIVANNA RIVER. 6. 100-YR FEMA MAPPED FLOODPLAIN LIMITS TAKEN FROM GIS DATA DOWNLOADED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER VIEWER (https://www.fema.gov/national-flood-hazard-layer-nfhl). 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CICHOCKI V \\ GND 326.18' \\\ SCALE _- 111 l IIII \ \ -_// / // /ri _ �� aC\\�\ �\ \ \\\ 1" = 80' Ili ! �jIIIIIIIIIIlI1�0 `'' io- LIMITS OF LIDARww\`\ � v/I/'/i, rGJrf \. � ���$\\\�\\ �\��\\ \\\\\ l\ \ \\\\\\ ELEVATION DATA // \ \-n� �Illl J IIIIIIIjlljjlij\`J/!%J -----_ /��/ / o ) /� \ , ���, r \ \\ \ ♦ / / ///rrr / �\\�\ \\ \ \\ / 1 l \ / / t 1 \ \\O\\ d/p /r / / /// \\ \\ � \ \ / /. � / / l//ii /// t\ � \ �\\\\\\ Yam\\\ \ \ \ I I� 111 Ili J �/ 1 \ \ \ //< M� A 24 h / Mi- 00 / /�'� \\\\��♦( i'!, \ �\ \ \\\\ •.r IIII I II1I�IIIIII I\ / \ l / f°ir _ / �♦,�`L1, + llllal\\\\\\\\����\\ `,��\\ ���� '\ \\ \ \ • \ 3/0 , \ \ \\ \\\�\ - _-__ \ ////ll /r/ / /iii I Id111 \\` / I \\ 1\\�\ c /'•---_ \ / m ? /ice �i// - \\\\ / 1 \\\\ _ -�/ // I /i/i/.JI1� yq\O\\ \\" \�\Z , \> /� // -\\\\� \\\ l / \ "_== '__�/%l/lII IIIff/ /l/=-.r/111\\\\ \\\ \\ \\ \���\ `\\�\�\\\\ I I llllll \\\\�\� `, \ \ \ \,��;�������`� �a\lll _ I 1 J111 \IIII .\\\�\\\\\, I I , ,\ / `'•r^�\��\� .u' �_/ i%'�- \\� - -^1/ _ _ / / /- ) '9' \ \ I / I \ \ \ a /r /%i%i< \ I /rr/ i/i/� �= -� `�\\\ \ `J\� ���� �i�$=/!/o-i/'/%!%// i%i/i/!%/%//ii���� ��\\\ �\\,, �.\����\� �\ \ 1 l\\ll\\\\\\\l- v l POINT OF TIE-IN /^ \�-\_ �//1`��5-- /��\��a\ \\�� �\\ \\ \ \ \ � .\ \ \ l 1 I I Z ^IIIII \\\\\\\O--�/- / \... -=ii// �\ __ a---� ^\ M /I\ wo \ �i/ / /.I' / / / /ii3i�ii %'_ �\\\\\�� -- -- _'�i /�//-'r//y ///////i/i//iii/// --- `\\����\, ��\���\���\ \� " \♦II \\ \` _- �/ / - ) \ W/EFFECTIVEMAPPING) \---_/�; AS -BUILT CONDITIONS--\t x l \ \ v r a„ •v \ 111 I Jy ! //� 's / /�i////ii//' %'30\\\�3 \`��___'�/i/ - /%///�/ /l r=___�i/////////i/,- \�\` \\\�OS�\ _�y�\\\\g \ �\ IIII 1\ �� \• ���-- --�-___-_��__ _� '_---�-_ __�/�i=�` ----- �--_ \\ � -' /- \\ I / \` \\� \\�\\ I �. ----=_340--_ r / `------_`--_\�'/i// \ \ \\ lull M - _-- - \ � _- -- � r_ f.r ___-- �•// \ O \ \ ) ///// 4�- _ �J \`�^_ ---- /i'//////i/IIII ' // \ \ \\\\\\��\\ \\��\a\ \ \\\\\\ \ \J / c `_� \ \ ✓^- _.�-/ / p \ \~ / M \ O a��'r ///////// \�� \\\�\\ 4 Illli 7 �___ \\ _`+c _ r\_\_ r ,•,`-- `�I \ `". !I \ / 1 1 I I I �/ //� j%/% /%\\\\\\\\�\ \\\ \ \ 340� \ \\ \ \ \\\ / \ /)c ���\@\\ p \ \\ \\ \s\ \\\\\\LU 5 \� ,� _ / 25-_ \\\ r/ _ _ 1• .. \ - ; 3 3� M ) �/ / s r %. 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J.�L� 7�)c�� �? �� l / % riii/ii///i//IIII//ii //�/ EXISTING BRIDGE \\ r \iSKI�\ \\\\ \ �\ \ � \ � Q r \ 1 ,\� \ / (� ll IQ // CROSSING \\\ \ \�\\`\ i \\\ \ / Ji 4,00 917 \�I M1)a/ 9)k, g�T�_-- ^-_` aa'�� �l c_c---c=//fir t)\ \\�/ I//4/ (0l1 ( �Ln 1Y �o : �� \ c �=-c'�i_:i�='��_� _=='r/X ^��-, °.\\\� J/ I '_+ IJJ ( %� `o'(P�M'r _ - - - _ r \ =cam ��`S°\\` _ l�\\\". �"--�•ry$ \/.�a_I _�`\�\,�h \`\\\i�EIJI'� �,_--��} Oil Jr, ��c �co/. 1 / I^\\ _ \\\\\ \ \�^lti �`�\ •i ����.� IN A, D I-�)`-- /\�_ �4��`11 \(�ll(\n \ ,-. N -= _ =��\\ I \II .� �� \ �,\ l )I __�-.320 _$a_ c_ ^-•,\ ` ems \`-/I"\ _I 2 's\r �r,,i -/ _ ��\b la' 1\ .%' \`�_ ,-i'�, l Jj/(' JVII'! 0 -- h\\,it 1II1\I\I�I\I�I\IlIIlII�I\II U r, I \ - \ `�^\� --\ l��s \\-\ - \\\.\t)-\\ -\ �\\� \\\ ')\\ �\� \�\\\�\�mil -. _�_� • t�� g -.�S-)BLA U^I\L\ \lOrLNO�D\ O.iITDJ IWOAN 100-YF / III / e•-. J. !' � - r- '_`�T:a>.���\ \`�\\\\\ �`\� \\� \, -'\^ \r. l �/P>�\ \ / M 315�. , •'\ //// lc. �\ 398 00 Nw Nil \\, \ POINT OF TIE-INW/S\`\Q��\��� \\��� \d\ \\l1 \�` / EFFECTIVE MAPPINGv\\\S\\\\ .�\ =�y` r �.��'\J. -1 \OO\0Qo\ \,\ - _ - _ ='�=+� - - - _ _��4 - / �� s-��-y'.340=om /io �/�'�4i%% ^ / / / • FIS = FLOOD INSURANCE STUDY \\\\ \\\\\ l/gi/pWi%� \\ 1W,'\c } LU LL / MOORES CREEK CENTERLINE /t I// FQ"I///1/!///// l//(J 111 / I 1 l/ lj /�/I l/l/I! /(l r J I 1 1/ �,III/1l ///�ll ll, l l l ll l 111) till" l I10� 11 / 416 `� I •�\��\04n@\��`____ � ______� ______..- r___ ___ _= a _c 5i�/ _iiiiii��/=�-�r�/�' i��i_ii'sf � ij rl �r�/��\ \ LIMITS OF LIDAR ELEVATION DATA NAD83 Virginia State Planes, South Zone, US Foot Z V M W ¢ J J 0 \ \ Q O LL \ � J z W J 0 0 M W t] - Q Z JOB NO. SCALE 1 "=80' 37032 0 80, 160' SHEET NO. EX.1 0 c a c L