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P i * � l �'? 1 ' `�"•'?� �� a �'` �. �, ! ;�' �'f :� " _ ,w . i� ;�'� � NC OiieMap, NC Ceo� ��'���� ��C� g��gi`aphic lnformation and Analysis �68 ���'��`� 52 �8 — gEs�'�;'t'� 68 ,' � 52 _..8 ; 21 67 S{4 ' . 67 � i_ f, W�Ld��� � �OE��S1'T�' S2 42i � so� = YADKI�I � ��� ,_� i 421 421 � • - -_ -__— -- I�CDELL f� --- _ . _-- DA�VIE ��oi;r Division 11 Emergency 2� YADKIN COUNTY � � _ BRIDGE 980010 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- Sta. 16+04 to 16+48 Bank Stabilization 0.02 < 0.01 42 28 -L- Sta. 14+g0 to 16+06 LT Stream Relocation 0.01 < 0.01 106 25 TOTALS': 0.03 0.01 148 53 0 *Rounded totals are sum of actual impacts I�[����31 September 2014 - -L- �� PI Sto 13+64.1I PI Sto I9+0/.68 Pl Sta 21+72.27 �; p= 0° 25' 02.5" (RTJ p= 0' l4' 10.7" (LTl p= 3° 54' 04.7" (RTJ D= I° 25' 56.6" D= 0' 34' 22.6" D= l° 38' 13.3" L= 29.14' L= 4/.25' L= 238.32' T= 14.57' T= 20.62' T= 119.2/' R= 4,000.00' R= 10,000.00' R= 3.500.00' DS = 55 MPH OS = 55 MPH DS = 55 MPH e= 4% e= NC e= 4% �r�' � _ "`�' BEGIN - -L- P lOfQO - r rRtoo�E eoua CE� 550 PG 259 � P9 8 PG 821 PERMANENT SURFACE WATER IMPACTS FOR STREAM RELOCATION TEMPOBARY SURFACE � WATER IMPACTS FOR BANK STABILIZATION li 8 STREAM RELOCATION i PERMANENT SURFACE WATER IMPACTS FOR BANK STABILIZATION BANK STABILIZATION WETLAND AND SURFACE WATER IMPACTS PERMIT !u c ' ' _`. � , . o l . WATER IMPACTS FOR '--.� STREAM RELOCATION C-� � , lr �`s STREAM � '� �� _ RELOCATION ,.. - . � F SEE DETAIL A— v k \ ^ � \ /ON - )0.00 : _�s _ � R � ' ...� _�f�:i ,_. � - PERMANENT SURFACE WATER IMPACTS FOR STREAM RELOCATION CHANNEL 71E TO EXISTING BLOCK STREAM SEE DETAIL B� i � j I j �J /m � / / / I � ��,� .� . ���i �� �V ,' � ��:,� ._ `���� . � F � . . �� �r � . � �=�r.�. � s: — —1� -'I> 1LiL-3 � (�. �/ � `CS '\ / ✓ ' F 15"'iCSP - �,SHL'��LDC(' F(�, .�'UTTi i . / SP. LA ERAL 'V' DITCHJ W�z E4IBOW5 � S74 p5 -_�J T(Y lSt � 5 E DETAIL C 1 TON CL B I RIP RAP Wi � I 5 SY GEOTEXT _ �,�i �L z To � e m RI P W/ � i 7 GEOTEXTILE i -L- PT Sta. 13+78.68 / I + Is�' �ItMYVKHKT JUttYAI.t WATER IMPACTS FOR ! BANK STA8ILIZATION — — - O LEE ZhChl.4f'1' & �� VAL�RIE J ZA�I-IARY � D6 731 PG �02 �� Pr3 B PG BLI � PERMANENT SURFACE WATER IMPACTS FOR BANK STABILIZATION TEMPORARY SURFACE trei F BANK�S ABILIZATION 1"=40' _ E_i zci ��I�--- - f�REI!_Sl-3 � � I i / � �E F � 15 CSP W/2 ELBOWS < STA8ILIZATION 1 TON CL B �EE DETAIL D RIP RAP W/ . 5 SY GEOTEXTILE I ��j�_/( 1/( � PROJECT REFERENCE NO. SHEET NO. !7BP.11.h'.1�� WW SHEEf NO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER �"+ PERMIT DRAWI11iG SHEET 3 OF 5 O RICKY CLIVER 8. NRQII'ICTYA�,AWd$ �Bf.l'NA.IRVTA i11VIS OLIJER DB iiOIRG 4_�a f75 IIOtF'� �?4 �o a �c, z7y �a e �c n? -L- Pi Sto. 19+22.30 DOCUMENT NOT CONSIDERED FINAL ` UNLESS ALL SIGNATURES COMPLETED ` 8 PUE �2p�I _ _� ___ m;..��`. d �. � .. �1. -L- PC Sta.20+53.06 END CONSTRUCTION -L- POT Sta. 18+60.00 � BEGIN BRIDGE t ' -L- STAl5+48.75 \\ `. ' IYPE-III V . � RICKY OLIVER & MON?A DAVh GO iiOiPG 474 -�'6 9 PG ?75 O � � �;, �, ; DENOTES IMPACTS IN SURFAGE WATER TS' fY DENOTES TEMPORAkY , � . IMPACTS IN SURFACE END APPROACH SLA6 -L- STA.17+22.25 / � -L- STA.lS\�37.75 -L- STAl7+l1.25 -- -- -- -- - -- -- -- -- -- - - _- -- -- -- -- -- -- -- -- - - -- - -- -- -- -- - - --- -- -- -- -- -- -- -- -- --- -'�- --' -- -- - -- -- -- -- -- --- - - -- _ --- --- -- -- - - - -__ __ _ _ - -- --- -- - - -- - - -- -- -- -- - - - - -- -- -- � . I . _��: _ �:-- -S� - � - i � -. ..__ ��y�-_ - -_ - -__ - -- - i -=- _ - 1:- ---i _-._ i .-- i - � _ . �_ � �- �- -- � - --� --- L-- - - ,- L - - _� � � ,_ - - ---- - - � � - � - --� _!� � L - �- � � �_,-��-- � -} �- - - - -�� TT � � T�T LT-� _ _'� � _�„-m� ' ,-��� �� ,-r�„-m� �� ;-�� ��;-r�� - � I� � � � -- - �;T TT � ' �� � -- - - - -- - — — -- �-- - -- - '-T— -- -� ,--r- ,� ,� ,� ,� � —� : � Z8Q --- -- - - � - -_ _--- _-� � � �' � � � � � � � � � � '� � � � � ��' � -- --- - -- __ 7$0_ , — — -- — — -- i � - �' � � � --- -- - � --� - � - — - � � - '- - ' ' - ---- --- __ _ ---- -- -- � — - �— - --__ .� � ��_ � � � _ -- -------- .� --- � ----- - �-- -L- , � �� � -=L- _-- �_� ' '� �, �, � � ��� '� � � ', ', � � � � � � { - F - , - �- � �_ _- _ - - _ - - - _ - -_ , -�� � -�,� �,�, ,,-� ;;�,-�; _ � _ _. - �- � , �- — - - - - -- - - -� - - _�_ -_� __. _-_� __ ___- =�� � � � � � � � � � ��� � � � ��� � � ���� �� �, �� ��� �� ��� � � ���� ���� ���� ��� � — - :--- z�Q _ _ -- - - _ - --- --- _ - _ �- - - � _ -- � - - - �Ri� r�r ffau�Tc 6ar'�r _ I � ��F - -' .- - � _ _ � �� � � '� ' ' �_ � �: �-_ - _770_ _ _ STR •98�10 SIa.16+30 'L- i �.�� rr�T ��. ��-' �. �. �. �. . �. �. : _ .._ _ : - Tr��T� � �� : _ -�- � �� I I 1 ��- �� ��� ___-. . . _____ DES/GN FREOUENCY = 25 YRS - - � i.i. �i. �i—r �.— ,-.T-_i_._. . .___ . . _ i. . T_ , . ,i. �i. �i.i _ i-. � . . ,� . . — � i _ __ BM #1 i i � i i �i�i i �i i i i i �i i i����.i �i-i i��i.i /� _ __- - _ _. � : _ - DESi6N b15CHARGE � = 7200 ' CFS _ � _ �. .--I_ �-_-'— __ -�-. i i � _ _ — �. I__ -- I_ , - ��. �_ . . . - 1 ._ �- ____ _ _ N 86�371 E 1530890 - L' Zbll. . . . _ . DESICN MN ELEVATION = 7343 F7 ' . �, , �, �-� . . _ _ _ _ _ _ ___��L �, �. I ' � � �� .�L . I I �'. ,. .. � : � . � � . . _ - -- � �no rEaa oiscnarce � - � � � - ' - ' I -L- ST,A 15+51.07 OFF 162.p0' LT - - � F I t �- _ _ _ _- 9�00_ r s- ---- - --- - - 1-- ' — _ _7bQ_ �: . . . l00 YEAR fREOUENCY = l� YRS . , .- . . . ELE� 7ZH.4S� i '.. ... T:�`-'TT'-:.'-' - - - - - _ �. i i � � _____._ . ' i i. i. 'i. - � .- .—. .._ .. _I i i ' . _-�. . . : � : :.: OVERTOPPING FREOUENCY- 100+ YRS - .. __�I �. . : �. : . . . . �. . �. : - __ ___� :-_ : . ._. ._ _ � _- i_ � i���.. i i . �i �. i i . �i �. �i i i i i �. �i '.. i il i. . . I . .. . �—. . I _ __ r� l00 YEAR MW ELEVATION - 7359 FT _�_=_. . . . ._ ____.___ __. . : / - /6+7 �0.. �- ___�-_ ___._._ ._ __ � '- � --'_ -- I I� _ i - -�-� � . . . OVERTO!°PING DISCHaR6E - 10500 � CFS 1 � ! �BEGIN �GIRADE . I I �P �. �. i �. -. . i . . . . i � � -� -:-- - - - - - � - OVERTOPPMG ELEVATION = 7775 FT � -- -� � - EL = 7,39.54� � � � � � - � � - � � - C Z5Q _ - _ , -_ � �- _ ._.. -._ I -_ NORMAL�WATER SURFAQ'E EL£V = 7229 FT I - -L �ST/�.I�IiOO.00-i . �. I - : -VC = IES� � . . ._ . i_ . �. �. � �. .._ - -. � _ _� � ._ �_ T�_� � _. . - _ 7�JO- 3 I i aarE-oF �u�r = ai2ai2oi� I- -- EEEV- �7BEG� BRID6E � K_ �65 P � B�GI 5 BRlOGE25 � � i I�II � �� i.. i�. , ���-�— — �::: � - ����� � � � � � � � V 6/mli � �_ � � i ��I�,� � �_� � � � � � � � � � � L � �- � --_ ' I � -L- STAJ5+48J5 �oo-va ELEV - 739.23' � ��, � � , � � , � -- � � -._I- � i _ i i i i i i i ELEV = �739.1/' i 74z i i ! i P E i i,. i. i i i i i i - - y z4Q - - - - - - '--------_ - - - - - - - - - - - - - - - - - - - c+�a.34obz _ - - - r_ �seoi- - - - - - - - - - - _ - - - - - - - - - - - - - - - _ - _ _740_ ROPOSEQ GRAD _ - _ -- I I --- EXISr -' .�_---�------------------------------ ,� i i '�----r---ti---- ----�--- - T---- r-- � -- i i i i i i i i i � i � i i I F --- i i i i � TING GROUNiD i i i j i i � i i �� � i� z.t2 0 0 _ - -' u � I I � � END GRADE - _ 7�O_ �� o � � r, i� ��i - - F:-_ — � I i I s� i i:� I i I I i I i i i i i i i i i i i i y - � ��l __ . . ` . - _ . 1 _- - � - � � �-__� L �� _ ,_ �_ Z3Q - - ' ;�-�- - - - - - - - - - - - - - ��-_ � _ _ �- - - --.— _ � . _ � �u ` � � I � I �� � -L- STA.18+60.00 -- - -- __._ _ i �-�r -- �� � tT� � trr 1 s �e � I I � ��, - t�� � � '�t � H __ _ � ; - . 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F-0112 • (91�9) 878-9560 -- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 -�.= �� - -L- �� P,S,o13+64.1I P,Stol9+01.68 P,S,a21+72.27 wETLAND AND SURFACE WATER IMPACTS PERMIT �; p= 0° 25' 02.5" (RTJ p= 0' l4' 10.7" (LTl p= 3° 54' 04.7" (RTJ D= I° 25' 56.6" D= 0' 34' 22.6" D= l° 38' 13.3" L= 29.14' L= 4/.25' L= 238.32' "\ T= 14.57' T= 20.62' T= 119.2Y � �___ R= 4,000.00' R= 10,000.00' R= 3.500.00' i DS = 55 MPH OS = 55 MPH DS = 55 MPH Ia z� J e= 4% e= NC e= 4% -� � ��=REpD�E DOUL� I DB 599 fG ..59 � P° U PG 821 PERMANENT SURFACE� WATER IMPACTS FOR STREAM RELOCATION TEMPOBARY SURFACE � WATER IMPACTS FOR i BANK STABILIZATION 8 STREAM RELOCATION , PERMANENT SURFACE WATER IMPACTS FOR BANK STABILIZATION BANK STABILIZATION ��' TEMPORARY SURFACE � �NATER IMPACTS FOR �� I\ - STREAM RELOCATION � � I '} � / 1 ,,. j ,' � � � r / STREAM \ �' � � � .: � "' � �%' . 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NI :. 2GI � F I 7�� j 1 , S,FELL_IL-3__ ._ / - -- � ,e' F E —15" CSP W/2 ELBOWS < STA8ILIZATION 1 TON CL B �EE DETAIL D RIP RAP W/ . 5 SY GEOTEXTILE I -L- \\\ \\ -1 � •` �� � � f ��_ _� V : �� �t\� :i ���1 ,✓ \ ��,'�'IJf 1/(J PROJEGT REFERENCE NO. SHEET NO. ne�.u.���.i�� WW SHEEf NO. - � ROADwAY DESIGN HYDRAUlICS � ENGINEER ENGINEER +�, y ` PERMIT DRAWI11iG SHEET 4 OF 5 O RICKY CLIVER 8. hkQd%KTYA�,4�YE$ �LI'NJHSNTA �1VIS QLIVER DB iiOiPG 4;a DB iiO�FG 43a �o a �c, z7y r�a e �c n� - PT SfO. 19fP2..3O DOCUMENT NOT CONSIDERED FINAL ` - UNLESS ALL SIGNATURES COMPLETED ` 8 PUE �. . . � �2p�I - - --_�- -- -- _ 2a+oo _ - ?—� -_-_ — ��i��� RICKY OLIVER & MONTA pAV15 1: � .-{,�-�\5,� GO iiOiPG 474 ' -L- PC Sta.20+53.06 P�' 9 P0 ��y � - �� ,1'h 1• , ( „ � , \v��,, V\ �I�� 1 1 � } � �i � \ � "� `�, � -L- STA. � � �;, �, ; DENOTES IMPACTS IN : SURFAGE WATER TS' fY DENOTES TEMPORAkY , � . 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T_ , . ,i. �i. �i.i _ i-. � . . ,� . . — � i _ __ BM #1 i i � i i i�i i �i i i i i �i i i����.i i-i i��i.i --- - � oes�cN brscHa�ce � _ �200 ' cFs - � --I-'--- -- --�- N 86�371 E 1530890 � � ___ — ' I- � � -- I- � - �- �- - �— �- -- ZLn DESICN MN ELEVATION - 7343 F7 ' - ' - - - - __��L ' I I �� �L I I �� ! ! � ___ _._- ' _ - � - : - ELE� �= 728.48 - _�-- -�--- � L _ 9�`00_ lFS_ � : _._ — i � ' , � , . .�- - � — _ _ - .. .790_ . � V ll . _ . . . . _ i _ IQO Y£AR �ISCIiARGE - - � . ... : i . . I _ _ - _- __ _ . i .. __ � �.� . . '�,. .,�i - ,�i. � �-:,.'_' ., �, . �. ,- , . '_ . . . �. .-�— . . — . �. -- _ _ _ _ � i , L- STA 15+51.07 OFF 162.p0' LT , ' I � I � - l00 YEAR fREOUENCY = l� YRS .. . . _ __- - i — � . . : l0p YEAR MW ELEVATION - 7359 FT I . . . . . . . . __. . �- I-- . I �. �. ��. �- � ��� . I� :_ - OVERTOPPING FREOUENCY= 100+ YRS - i_ ,_. .-_. _-__- . -i_-_ �� .-� i i �i � i i i i i i i i� i i '�.. i i i i i i��. �i �. _ �: _-- . . �__ : � - : - OVERTOWPING DISCHAR6E _ 10500 � CFS i�_. . - � . BEGIN �GI�ADE . �. �. . I . -.- � -.- _ � �P� -_ IG+7.�.00 �.. �. � . . _i_. -:_:_i -i . � - _- �- -_ _ - ��n - OVERTOPPMG ELEVATION = 7775 Fr - EL - 739.54� - � � I � 3 Z 5 Q . �. . . - , . � �. - _ -. . j . . . NORMAL �WATER SURFAQ'E EL£V = 7229 FT I � � _ . -L - . ST /�. l�I -hOO.00. i . �. I . . � i . . i . . . �. i �. �. . . i .� � _. _ T� _� -- � — - _ - �� O- L - - - - - -_ _ - aarE-oF �u�r = ai2ai2oi� - - -- EEEV- =-7BEG� BRID6E KC= l655 - - - - BL- STA./7+//.25 � i �� i . . i ;. , _�— � : : : � : - � ' ' ' ' ' ' � ' � ' V = 6/ m li � EGIN � BRIOGE � � i � I _._I_ P �� �I�,� � �_ � � �_ � � � � � � � � � � �_ � � ���� � � � � � � �-L- STAJ5+48J5 ' � � � ELEV '= 739.23, � � i ���, G�* ,� �� � __: � � � 100-YR --� � i i i i i i i i ELEV = �739.1/' i 74z i i ! i P E i i,. i. i i i i i i - s z4Q - - - - - - '--------_ - - - - - - - - - - - - - - - - - - - - c+�a.34obz _ - - - r_ �seoi- - - - - - - - - _ _ _ - - - - - - - - - - - - - - - _ - _ _740_ ROPOSEQ GRAD � -- � L x -- I --- --- EXISr -' .�_---`------------------------------ � _ _ _ -; i i -'�----r---ti---- ---�--- - T-- r -_ i i i i i i i i i . . 12.t2oo� - - � i � i i I � i i i i � TING GROUNiD i i i j i i � i i �� - i� -�_ - -' t Z3Q _ . F: :_ _- L-� � �1- _ � i �� i i :\ � � I I' -� � - - - END G�RADE ' _ � � � � ' ' _ � _ . � - � �� �- _7��_ �' _ - �u k 1 � _ _ _ � � � ~ � � � - � - � � I �� -L- STA.18+60.00 1_ ' _- - '- - - -- -' - ; �. : � .: __ � -rr-� rr�-n i r nT� .��F� . .�__� .-, .. . SQ +M � � . i �--_i .i.l �_ _ . �,�_r �.__'� I� ..-. �.: -_ ---r-T-rT :'- '--�T�-� � . . . _ -- �: � ; , r i .:��E ��E ._ '- _ �I . �-, I I ELEV = 738.32' T� � ��I�__ ,--i - i � ,_r-� -- -�T _ _� " ! ����I 3 � _ - - - - -- - - - - - � _ - '1 . ,__ � �_ _ I I _ . _ ---- ,-, ::: �.� :: .::: : ::� '; � �.._., i r - � �� ---�-- i i I/.'.�i i i i .L� !. - - . " :: :: :' : . :�:�.� �. I� - - z � M ( 12 5 a � � . i i i i� - ZZQ . -.-:�- _ _ :-_ _�-'---- . . -- � - � � , . ���. _,_ ' �� �. . m� �W . _�lzi .._ i I � i . . i . . . . i . i . . u� i._� � ��� '' _ �:_����- i I ,.-_' _.-__ . : . 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F-0112 • (91�9) 878-9560 -- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 -�.= �� DETAIL A STREAM RELOCATION (No��o Scale� �,o��I NONr I d d 2., T 1,� �,o��d _� M n. D 1.5 FI. B�Max d Top of Bank B - IAFI. Type afLiner= COIR FIBER MATTING �BANKS ONLY) FROM STA. 15 F 00 TO STA. 15 �i- 96 LT D RAI NAG E D ETAI LS M%TfN� CXFHNEL BLOCkJ� IN. OF 2' BEVOND LIMITS OF EFISTING GxqNxEL COIR FSBFR MATTING� IINLINAPALTE�—� EW STREAMBANK— A�KF��� SN GHN SMAsp BE � E � ns eexrieo x niis ..� . 4 � MXTEHD GXANNEL BLOCIt '� � IN OF i BELOw INVERi . � - OF E%ISLING GMRNNEL �W / Y �j ��l(}\f ` �,\ I �p �NVEPT� / \ �� ' " \` i g:� �� ���\�/� �yA�l Y ,I , �l l � l�Y�. � BPCKFiL� ' � � 9nGKFiLL� CLASSAI FaaR�< ` *�- SECTION A-A b5] STONE EP �.s' uxcomracreo—. � � encKri�u �� / : � iiTi .nueo xx nccoxonxce wi.x rxe � � x� e ixrexrn e ee*wax exis.rxc 0 S SECTION B-B �� a �M o. z aE.o,o ��EW�:mr.s�oF�.�E PLAN VIEW s� �xsrp«`Ewoss°E ��.�.;.'xs .�E :.; �.Eo �� . �awoax�E :.x CHANNEL BLOCK DET B s, �oryPa�°'a%�K..�° .o E.,E�. Poss�a�EEa. A�r„E`or&E2.�o,�oF xo. ,o s�.�E DETAIL C SPECIAL LATERAL'V' DITCH �No�ro S�ole) NONra� � � —Fill Ground � z.� jF�o� Sinpe � � Min. D = 1.0 Ft. FROM STA.14+50 TO STA.14+75 RT DETAIL D BANK STABILIZATION � Nol �o Scale) TOP Oi BANN � �/� GEOTEXiiLE � Type af Liner= CL II Rip-Rap v✓Geote�lile FROM STA. 16+01 TO $TA. 16+19 55 TONS CL II RIPRAPW/75 SY GEOTEXTILE FROM STA. 16 � 43 T0 STA. 16+54 40 TONS CL II RIPR4PW/55 SY GEOTEXTILE