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Home My WebLink About20181068 Ver 1_SMP_20180803ii iii iii i i iii iii iii iii i� iii ii� iii iii i iiiiiii ___ i _ _ _ , _ _ i _ __ i i i i iii ii iii iii i i iii iii iii iii i i iii ii iii iii i iiii i f i , - i �_ 3il__ Jl Q31� - ililili iji�ijil! ililil!li ilili�iji iji�iji�i i�iji�ili ililillli � - 03211f1U3a lIV2! 3�`dS 3lJl.JlB* � I I I I I I I I I I I_ I I _ _ __ _I I I_ I� _I I_��_I _�_ I I I I I I I I I I I I I I I I I I I I I � 3 i l f 1 1 J f 1 N 1 S N O N O I l J 3 S l` d J l d A l � � _ _ i I I I I I I ! I I I I I I I! I I I I I I! I i i i� I i i I I I I I I I I I ! I I I I I I I I ! I I I I I I I I � - - � � - - -�- I. _ I �,, I I I I I I I 1 I I __ I I I I I I I 1 I I I I � � � i � � � � � i � I - ---- -/ _� Illlli Ilil!Illi illlll! 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I i I i � I! I I I i . . ! I I! I I I! I I ! I I I! I I I! ! I! I I I! I I - - -- - -- � � +8�= � I � � � I � � 318b'13�N`dW210�213d ��_ __ __� -- ---- - _�� I�iiii�ii� iii iiil� I�� i �� i i i i �_ `dW3� ----- i 1� �� _+ iiiiiiiii �iiii iii �ii iiiii _ _ ____ � __ __ _._ _ i i � i i i i � i ' i i ___ i _ � � � i i i i i i i: i __ _-. _ i i i i i i i � � [ � �= 3JaRl8 �O 3J`d� Sfl WQa� 'l� 8l �i I I i� � � �`'�Qlil� `,�N�l�$4�� I 1 I I I 1 I I 1 I I I 1 I I I I I I 1 I I i . � � I I I I 1 I I I 1 I I 1 I I I 1 I I I � i I 1 I I I 1 I O8EZ NOIlJ3SC�l �� - -- --- i i i i_I. I i � 8�8861 O L861 9�S861 Z'£86l 43SOd021d I� � - � �- ��--:�-� I. I I I I I I I I I _ I I I I I I I I i .__ 4'�'{� , �11 _ I I I I I I i i I i I I I I I I I I I: I I �- �•6$6L S�L861 0'9861 5�£86l `JNIlSIX3 � I I I I__ _,00� =1 �� I 1 I I I 1 I I 1 I I I 1 I I I 1 I I 1 I I I 1 I I I i I I I i I I I I I 1 I I I 1 I I 1 I I I 1 I I I 1 i I 1 I I I I I � ��I ��d�� I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I 8�9861 Z�586L O�V861 8�1861 lb'Nfll`dN �-i�0'0€�h�'� r�'� � � � � � � � � � � � i � I I�I I li l I �i-�l I .I__ Illllli Ilillllli il!IIIIII IIIIIIII! IIIIII!li IIII!IIII il!Illlli - �''�o0s •�AoOt •�,t05 •�dSZ •�dOl ��. 1 _ _ - � - I -I- A�N3fli93ilj I II I I II I I I I I I I I I I I I I I I I I I I I I I _ � I I!I � '��{ I�� IIIIIII !IIIIIII! IIIIIIIII illllllli IIIIIIIII !IIIIIIII illllllll __---_ -- - ._. �'� I I' I�� I � I I' i I I I I' i I I I I I I I I I I I I 3 1 8 b' 1 3� N�' W 2 1 0� 2 1 3 d � i / �_ � � ii- � ��`[� ��{ sZ � __ � rl-i 69 I ; --____ ---______ _- __ ----- - - � --- -- --- - - - -�_ -- -I-- � - - �- -- - __ ___ _ _ -____ � � � � � � � � � � � � , � - --�-- � - - - � . _ I I: I I ... _.. .------_lOa�N �I I I I I I I� II �I I I I�I I�I �IIB II-�3�1.$- +�� I'dl Il� I I i_�I II I I II- � I I I I I I_ I I I I I i------_ I I I I I i i I i! I i i i i i! I i I! I i ! I i I! I I i! i i! I I i! I� � �i I 7 � � I 1 I I I -__�__ - -� . � _ �6` _Z.Z �_ �� -TZ-u �6` INFORMATION TO BE SHOWN ON PLANS WS EL. Taken @ River Station 2380 Design: Discharge ........89QO........c.f.s. Frequency .........50.........yr. Base Flood : Discharge ... . .. . ]]Q00. .. ... . .c.f.s. Frequency ........100. , . , . , . ,yr, E I ev. . . . . . . . .19.8 5. 6. . . . . . . . .ft. E I ev. . . . . . . . .19.8 7. 0. . . . . . . . .ft . Overtopping: Discharge ......�].4.00.Q......c.f.s. Frequency .......>.SQO.......yr. Elev. .........2.013..........ft. OVERTOPPING OF WESTERN ABUTMENT INTO ROADWAY ADDITIONAL INFORMATION AND COMPUTATIONS DA= 5.9..O..SQ. M1......... REGIQN . 2 ........................................................................................... .US.GS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .FEMA. . . . . . . . . . . . . . . .59.Q . SQ..MI... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q. . . . .=.5�00.=.5,80� . �FS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q . . . . = 2.80.Q . CFS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,o ,o . . Q. . . . .=.8940.=.8.9.00 . �FS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q . . . . = 3.610. .CF.S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 50 . . Q. . . . .=.105.00.=.110Q0. .CF.S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q . . . . = 3.9. 5.Q . CFS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ioo ioo . . Q. . . . .=.14Q00.=.1.4Q00 . �FS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q . . . . = .4.bbA . CFS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 500 500 ...........:. US.E.I�SGS ..........................................�.................................................................. ]QO..YR.C.O.N.T.RACT.IDN..SC�lJR .............................15�0. YR..CONTRA.CTIQN..SCQU.R............................. ...Y.. =.Y..-.Y............Y..=lb.b ................................1 s s o 0 . . .Y.2 -,(�Z./. �. . �d��Y� )�1N� !W z � .ea . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Y.2 -.(] 0.7. 8.V] �3b.Q��1.7. .6) �52!�2 ) :64. _ ] 8..2 . . . . . . . . . . . . . . . . . ...Y.s -]8..32-1.6.6.:.1..b' ......................................... ]Q0. .YR .L4�Al. .SC.O.UR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..X.=Y.[2.0.(K.)GK-�)�K.)(n!Y.�o.es�F �0.43.� ................... S 7 7 2 3 1 R ..P1ER .7 ......................................................... . . X . = WS . E.L-BED. . EL.=.l9$.7..0-1.971..4.=.15.6 . . . . . . . . . . . . . . . . . � .. F.,.= .V. �l9�GY..))�.=.1.1..3i.((32.2�(]].3.)) �.: .0.50 . .. .. .. .. .. .. .. . R 1 1 0.65 0.43 .. X . =]5.6�2.0�1.0)�1..A).(].l)(.4.a!15.b�...(.50).... ] ............. s . . X . =lQ.b . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s ..P.IER .2 ......................................................... . . Y . = WS . EL-BED. . EL=.1987. .0-1.985..Q = 2..Q . . . . . . . . . . . . . . . . . .I t .. F..=.V. ��9)�Y..))�.:2.N.�(�2.2)(2.0�) . =Q.25 ................ R 1 7 .. X . =2.0[2.Oj1.0)�1..Q).(l.l�(.4.0<2.O�o:es�.25)0.43. � ............... S ..X . =�3..8 ....................................................... s . Y..=.Y. -Y............Y...:.1.8.3 ................................. s z o 0 ..i2.=.�.QzIQ.� ��7.�Y.�.�.�.W.,�.I.�.N.z.�.64 ............................. . .Y z.=.(.1.33]A✓.128,�3) ��19.3.)(521.52.)..e4 .=.1.9..Q . . . . . . . . . . . . . . . . . . . Y s.=.14.9-1.8.3.=.1..1� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5Q0. YR. .LQCAL. S.COUR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..Y..=.Y..[2..Q�K..)(K -�lK. �(c%Y..)o_es (F. �043. � .................... S 1 7 2 3 7 R ..PI.ER.] .......................................................... . Y. .=.�^lS. .EL-B.ED. . EL = ] 9.88.$-197.1...4 =17...4 . . . . . . . . . . . . . . . . . . .F 1 =.V..��19)�Y..).)�.=.12.?J. (�32..2).(]2..2)� ..=.0.52 . .. .. .. .. .. .. . R 7 1 . .Y. .=.17. .4�2..0(].0.) j1.0)�1...1)(4.(1!] 7..4). .65�.52).o.as .] . . . . . . . . . . . . . . s . Y..=.l1..1 ........................................................ s ..PI.ER. 2 ......................................................... . Y..=.NIS..EL-6.ED.. EL=79.88.8-148:5.0.=.3.8 .................. 1 . FR=.V.� �ld�)�Y��)�)��=.2.N. ((32..2).(3..�)� ..=.0.18 ................. . Y..=.3.8�2..0(7.0.)(1.0)Gl..l)(4.N.3..H)�.b �.18) 0:43 � ................ 5 . Y..=.4.1 ........................................................ s SITE DATA DA@SELECT SITES & USGS QUAD (WHITTIER, Drainage Area .. ... ..... ... �9..SQ. MI, ... .. . ..... ... Source ...S.Y.LYA. NORTH,. GRE.ENS. CR.EEK,.S.Y.LYA. �QU.T.Na. .. River Basin _ ......... LITf.LE. T.EN�IESS.EE........... Character . . .. ........... RURAL,.MQU.N.T.AINS...... ... .. . .. .. Stream Classification (Such as Trout, High Quality Water, etc.) ................'C':.Tr.(2-7.9-�9)................ Data on Existing Structure ..........1 cL�.67.',2@.62.5.',.1.@2.4,3',.]@..62.5.'.R.EINF.O.RCED.. CQt��RE.T.E.RE�K........... ...........................QN...CONTJNULlS.1-�EAMS........................... Total Waterway Opening .....4.4.b0......s.f. Waterway Opening Below 100yr. WS EL. ... _..9.3Q ..... _s.f. Debris Potential: Low .. X... Moderate ........ High ...... Data on Structures Up and Down Stream ...................UPS.T.REAM:. �.R. ]�81,.4@.1.4x12..R�BC................... . . . . . . . . . . . RQWNS.T.REAM:. . . . .SR .15�8, .1.@5A'. T.IM�ER. .pE.CK . ON. . S.T.EEL.I-QEAM . ANR . .CONC. ARUT.MENTS. . . . . . . . . . . . ..................................................................................................................................... MATCH OR REDUCE CORRECTED EFFECTIVE 100-YR ELEV=1987.5 Design Control Elev . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..ft. Gage Station No . . . . . . . . . . . . . . .NON� . . . . . . . . . . . . . . Max. Discharge .............�/A............, c.f.s. Period of Records .....................�A.....................yrs Date . . . . . . . . . . N!A . . . . . . . . . . Frequency . . . . . . . . N!A. . . . . . . . . Historical Flood Information: Period of Date......... Elev...........ft. Est. Freq. ........yr.Source .......................................... Knowledge...........yrs. Period of Date ......... Elev.......... ft. Est. Freq. ........yr.Source .......................................... Knowledge...........yrs. Period of Date . . . . . . . . . Elev.. . . . . . . . . .ft. Est. Freq. . . . . . . . .yr. Source . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Knowledge . . . . . . . . . . .yrs. Historical Scour Info. : General . .. .NQNE.. . ft. Contraction . .. .NQNE.. . ft. Local .. ..NQNE. .. ft. Channel Slope .. .. Q.Q047. .. .. ft�ft Source .USGS. (S.Y.LVA. .SQU.T.H). Normal Water Surface Elev. ........1.Q7.1..4 . ...... �. Manning's n: Left O.B. ....0.07.....Channel ...0.0.45.... Right O.B. ....0.07..... Source .F.IELR ..RE�QNN ..&..HEC-2. Flood Study /Status . .. .. .. pETAI.LED . �TU.D.Y.. RERELI�IEAT.ER ..(.4.-19-].Q). .... ... Floodway Established?... ...Y.ES.. .. .. With Without Flood Study 100yr. Discharge .. .3.90,5. ..c.f.s. WS Elev.: Floodway .. ..1.48.1..� . ...ft. Floodway .. .. .198�0.3.. .. .fF. @ River Station 2380 DESIGN DATA HydrologicalMethod ...................................................U.SGS................................................... Hydraulic Design Method . . . . . . . . . . . . . . . . . . . . . .H.EC. . RAS. .YER . .4..]. (B-59Q5. .SCQTTS. .C.REEK. .US. 23.). . . . . . . . . . . . . . . . . . . . . . Floods Evaluated: Freq. Q Elev. Backwater Bridge Opening Velocity (yr.) (c.f.$) (ft.) (ft.) (f.p.s.) @ River Station ......10....... ......580.0....... .....1.98�.2..... ....1.3.... 2380 ...........8.4........... . . . . . .50 . . . . . . . . . . . . �900. . . . . . . . . . . .1.98�..b . . . . . ... .. ]l�0.... .. ... .. .110A0. ...... . .. . ].9.87...Q. .. .. . . . . . 5.Q0. . . . . . . . . . . .14000. . . . . . . . . . . .1.9.8�..$ . . . . . . F.EMA . ] Q0. . . . . . . . �9Q5. . . . . . . . . . . .1.98.1..� . . . . . ....t.b.... ....1.,8.... ...2,0.... ..........10..8�.......... ..........]].7........... ..........12..4 .......... Waterway Opening Provided Below:Design W.S. Elev. ...872...s.f.,l00yr W.S. Elev. ..10.Q7...s.f.,Total ..5230...s.f., Average Channel Velocity (Design) .....9.8......f.p.s. Average Overbank Velocity (Design) ........3.5.........f.p.s. 100 YR=1.6 PIER 1: 10.6, 11.1 Computed Scour : General .. .. . N�NE.. .. ..ft. Contraction .. .5.�0. .YR=1.6. .. ft. Local .. . P1ER .2:.3..8,..4..].. . ft. Is a Floodway Revision Required? ......................NO,.MQA.2p..Iv1AX.REGREASE..0.13.'....................... FEMA DETAILED STUDY (REDELINEATED) LITTLE TENNESSEE RIVER BASIN 1 OF 2 � BRIDGE SURVEY & HYDRAULIC DESIGN REPORT W � N. C. DEPARTMENT OF TRANSPORTATION � DIVISION OF HIGHWAYS p HYDRAULICS UNIT N RALEIGH, N. C. � � m � I.D. No.......6-�QQ5..... Project No . ............48.�3.7.,1..J........... Proj. Station ..........2Q+bQ. -L-.......... � � County .........JACIC�QI�I........ Bridge Over ..................$C.O.T.T.CREEK........... Bridge Inv. No......2.7...... a SR 1356 m On Highway.. .. .. .. US. 23. .BlJS... .. .. .. Between .. .... NG . 23/.4.41..... and .... ...... (SA�IAN.NAH . .RR). . . . . . . . . . . � Recommended Structure 1@]25'� J c�.135.',.lQ12.5' .STEEL .1-6EAM..W/..4'.EI�R ..BEN7..CAP.S ............................... 0 � � ..................................................................................................................................... N o. � Recommended Width of Roadway ........................ 41..5'. F.-F........................ Skew ..........145°......... o. � Recommended Location is ( Up At, Down) Stream from Existing Crossing :...... .... .. .. .. AT... ...... ......... ai i.� ,,,_ Longitude .........-0.83.'1.4.'.4.7.✓55CY'....... Latitude .........35'22'1465l2"......... � � ,_ Statewide Tier � Regional Tier ❑ Sub-Regional Tier ❑ �; Bench Mark is . . . . . . . . . . . . . .BM. . #. 5.:. NAII. .SET. .IN. . BAS� .QF. .T.RIPLE. . .W.AW.UT�.STA. .1.9 + Q .7. . .-L-, .53.7.'. LT. . . . . . . . . . . . . . a � Northing . . . . . . . .7.3.43�2..4b8.4 . . . . . . . Easting . . . .6]b83.3.77.7. 8. . . . Elev. . . . .1.984..36. . . ft. Datum: . . . . . �A�/R . .88. . . . . 0 Z V m 'o L � � a o` u� � 0 Z � � 0 Z > C V 7 � N Temporary Crossing .............................................DQ�NSTREAM............................................ � .. ��; ��K.� � -•;�- � n� ' , '� �� a �,: � �• ;� ,. r,� tin � .-�4,�-0[ �..__� � . - ,:� ,�-� s i r ?r,��'r 4 w., � 0�� J r .' '�'IIC�:' . - I � .- _ _ �� _ �i'i�� ; �: ; �, 'rY-i -.a.. �-, _ � s: � w'.'��.' . _ - . �\ � ��tti�l�ilr� •��Z� � ��y��,�� q'�i��(a�,��'��,. �' �� C��./ ��j. Designed by:...........1N..H.ENRY..WELLS�JR,.P.E............ � �'��F��S��9��. �3,� � _ :�. � Assisted by: . . JOS.HUA . G. DALTON,..lLWS.O.N. . R.. HARYEY. . Date = = a/ _\T ' / r = - � ................... - � 3� j ' = � Project Engineer : .... ... .�n/, HENRY..W..ELLSy.JR, .P..E... .. . .. f �y ;,� c�- ; �Q�� .�v �' SUNGATE DESIGN G�ROUPN PI A oAD ��• ` J�,,�� N� •� �•` N Reviewed by : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � ' �' ,��y�W E�,�r' `4� 4 . \ .�� _, RALEIGH. NORTH CAROLINA 27606 ��_j-(��,/� I J 1 ��``` NC COA No. C-0890 � �`