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HomeMy WebLinkAbout20181249 Ver 1_20-12-08_Mod Permit Drawings_Site7_20210107 PROJECT REFERENCE NO. SHEET NO. N R-2721 28 PERM-1-T DRAWING PACKAGE R-27218 ROADWAY SHEETNO11PE RM I T D �W I N GROADWAY DESIGN HYDRAULICS E SHEET 56 MATCH►-�N 3$"k-'-' -r �, 1 /,0 115 BRANCH ENGINEER ENGINEER S H E ET 200F 69 Y$- STA ,� vQ — R550 T REVISED ON 12/08/20 -7 LATIR0pi civil_ p -� 11`�` �' OIL SPECIAL C T DITCH Iv / T'LI SEE SPECIAL C r I i -Z �\ R o \ DETAIL 25 6 cN` `� ', -YBRPA- SC Sto.28+59.45 P - At c \ _ -YBRP'- to.30+7959 �� a' kl '� = p I I HDR Engineering Inc. of the Carolinas DOCUMENT NOT CONSIDERED FINAL �c �+ . * X X I UNLESS ALL SIGNATURES COMPLETED xisnnc a• 1, •t,,0 C TOE PROTECTION SEE IL -10B D �I I-,0 �1 fi., I SEE DETAIL O5-01 `— F 1, ��\, L)/ 555 Fayetteville St,Suite 900 Raleigh, N.C.27601 ® DETAIL 11 lOB '- I ,,,,.7., PAL F J 'PIP.. ! � a �L� x ' N.C.B.E.L.S. License Number: F-0116 111 'PO, , t� I �..��� \ -YBRPA- SRS Sta.26+59.45 1'4 / \ 4t, ff.:1- -�luP - Sta.29+sor9 / �� , 0' 2 0 0' T. oi -�/PBL--`PC Ste.29+66.4/ soils 10 I T9'O8'135.II ��o —c F \\ ti1 LPi� POT Ste 2/+84.48 = + CB ,/ LV 1st �� S~�\ �- POg Sto,36+01.16 /L ' RCP-III \ & 1 / '- / CLASS'B'RIP RAP >� F / I lI / \II\ A► '�7 12' L3I'' • \�.�. / 755Y GEOTEXTILE "A�=F / \\ �J GRAPHI CALF 27 p / -- { tel / u ..JI' V Ir sale . \����� It_� v,v �. yyI - �© \'‘ 1� -YBRPA- CS Sto.24+59.45 i ( ST Sto.20+8�02 11:II, 1 \1 Stl, YBLPA- CS Sto.18+4/A2 �TERALV DITCH �1��� 1� \L 9 // ,, LATCEH L 2'BASEa Eil I 1► ETAILI11i050.1 ,\ \ \ �' �-'�I\ 11FDIT \ Z19 / \�1 SEE SHET2D-11�'11i \ �M �\ /1 DTAIL 11-10A /1 �' /LZB / - `�\ `�:• /11 1 j \ F\ EST 1STONRIP RAPo� IY\ j I%i1 ►II Il! IWiELB• RAP ,�I� \SV GEOTEXTILE; \\ 15"CSP /11 II I ,; , 5 SY GEOTEXTILE . - C� 1�,` 1FTEMPaRA \\ \\I /' I' I I' I'\ '^ / / WiELeOWS .I, ,1 1 _ ._ -� Y \ �\ SEE SHEETD 2D BAS' DITCH R 2610 / .. \ y A ��y �� DETAIL,2-01 _ to �� tit �� ,B" ,8. CAUSEV�A .� P� 7 SYSGEOOTIEXTILE /11 fl ��� 1� / .. BERM DITCH / RCP/// F `•� ,•• �' I �' �/I CLASS B'RP.r �' � - STREAM STABILIZATION - �11 C1 U+1•. 1 / / ¢4/ /1AI\ C' F SEE SHET 20.1 \ ���t "1%%%•/ I r]�JEST1TONSITE - CLASS'I' RIP RAPj , /i T-' 0 I \ �'41! \ r / I `� hj DTAIL 11-04 CLASS'B' RIP RAP y , �-' �'► J• 11• \ �' / 5 SY GEOTEXTILE qEMBEDDED INTO 1 EST.3 TONS ` CLASS'll'RIP RAP1 1 , ��/ \ `� h•r a� .�1')' r s Ei5 CY GOTEXTILE 0 2'B5�ESTREAM ST 15 TONS _ ► lI , /I�10 SY GEOTEXTILE WiELBO` `I"7-41 -0.... a'll O Cl.4 I EOTDEXTILE. P P t +. �� /1 I� I,.> ® '� FI eil `i I ►` � � m UPBL- PT Sto.26 /404 I1 CLASS BANKS O / -FU BL- C S o.25 88A2 1 IV` Ij 1, ''�/�c�S c �11 \ :711' ```� � SITE 7 i EEST50 5 BERM BASE DITCH LJ�;PBL- PC 510.25+65.36 //► 17■ -Y8 PA- R St• 11+••i• / I I�` �',. _l� �c lY { .�W/CLASS'B'RIP RAP 1 ] 1 BERM 2'BASE DITCH �� 'y GEOTEXTILE ,� LATERAL 4'BASE DITCH EST 153 TONS I , /�� V SEE SHET2D-1 �' $ \ Ifr+ { SEE SHEE - 417 SY GEOTEXTILE '11%%7 m� J� �' - , O� W/CLASSB'RIP RAP I <�_�5:�j ' _�_� /�- m EST 97 TON$ 1i1 I /I / / DETAIL11-06 +l• ` `���►�,•0�i•'` _ y/ Q�M w m DTAIL 266 SY GEOTEXTILE SEE SHEET 2D 1 I C i 1%%% mil .•r9► �►. -- : � ,' 6A5, -' DETAIL 11-09B 1 �I -YBLPA- SC Sto.13+40.00 �� / �,,1%%wY t s ,S- < < 15" J ' q ... SEE SHEET 2D1 E /1 1 / //� / �, �' •i�-'►'� ®��a. -, IY ±' j'� W ♦ O - T W 1 •, i CLASS'B'RIP RA DETAIL 11-09A �1 I I //� v �� •� `` Q �� LATERAL b'BASE r CH pp jil Sib' 4114. TS ., n �I�� e C / <�- �a�w�'i1`fir w EST 1 TON 41 d \��► ` I p ,:>' BERM BASE DITCH1 �-�� SEE SHEET 20.1 v � ^ �� 1 � �'> "- `lr � ,�y',_► �/ -YBRPA- TS Sto.16+1422 ��� %\ OW \ \, I /� DETAIL 11-07 �� ��' S SY GEOTEXTIL�TSEE SHET 2D-1 �� I F CB � �S ` � A W *i•%�% _�,,.�_DETAIL 11-098 I S- �..�,�� 4 Aun•.., ,5"CSP --_! C / :� YBRPA SC Sta.l8+1422 Fs ��� O GIs ©` � ��_- ------- c, �� �I Y8- STA 30+60,45 a" / L- ST Sta.342+83J6 �'e0� I� ► _ _____ 1 _ 7'"At �,� � \\ -� �r O- �� —_ — II ��' ENERa DISSIPATOR BASIN #4 <® a w�� '9 1% — — —_—_ \\ — ——— c -L- ST A 338+11••' a rnu ED�m, Y _ _ ♦" ` ''� 1�■ -. .� 1 p/ %� EET 2D 2 :Aroidtm:744;0400j442.1.7.11;i:liami ► ,511��I` F C �.�^miiiim DivWBFDITCH ' ���_���/ice%:�����_ . a �II��� i � - \\± ± � � � � �•„I� ,RAP ;i -�� :- :.-.:- -= y*i� -YBLPA- ST Sto.10+00.00 = 1',�� .1►�IIta,1 `��\\��\\\=�........�+���������.��.�1i�/i_I ��I I-� /- rAPri . �r :. .?-g i0 -a \ li7 lyesG j HILE �•,a ,.f�-r';'�,,,-� -L- POC St• f+�f.1CLi//irri u��n���.11uL7�. CLASS'B'RIP RAP 11nn _ �.-.,�_11�wits1�►tana EST.3 TONSC F RU••1.F SS'll'RIP RAP %} TIME WARNER SdBLE"^%• " F 10 SY GEOTEXTILE illin0%y EST T. Ari, NSLI *� I$t` �"� . - r•r••tiY%i3sa sY AIL Y1p� us/ ��, F o.24+232/_ «— \■1��11�1�1�11���- 111 uuul%u1r... �_ E Poc s�e33r+6os7 IlSUll�l�l�ll ', �'/.`®ii�I�a►�. i�1 �•%I%� �. - ,� �j�.t IE/���� //.I��—Aritr Il�I►lI, �1%fir ����. kll ' 11 �i1,`� �� �' = - -- -�- ------_ � _' r r ' Il© .�QI.T1�'ji✓ ��Il'r��� -I-�- OIIIIIIIIIIIII \•'�`\ � Le. IIIImiliggiumilin 111111 IInalla Il.:-011im' Tuj -`) �IHI�IN1N� �i��ilrr.�.���rilr�,��.y�� ►�� • II•T.. z 4 -, 1• Ma P T in M �►.� 11�I�I�IfA1�'�� MIIA :• ���L3Is�.C�i4�17A1�.�li!�i�1iM'/ II��I���, 1'' � II. m Q Z � � ��� ►►�nl�u►���� �iil r rl��►ter- l9�le�r� ��.�.�l l%�i� gli� • x al o "a: « � 1���1����, _ rden a/ j .,,. .marmot�"�4,612)/.0 �1HI%® 11116 tiragri r- NV N11 �,�.:_ ��SI— —y .� Oswal!�' � FS — F— — — F —_ nn111 ����/a•f.‘err il Viiiirf�rf/�ILi�11�4G�!�> F STANDARD 2'BASE DITCH s" -YBLPC- ST Sfo.lO+OpAO = I 1 1•i••rtr- 1 TI isiowsvir - W/CLASS I''RIP RAP _ C 15'CSP F ,'•h�,, EST 45 TONS C/ F \ -L-,,POC Sta.336+87.'3,7L0c',IRT ::. 1 ` S,� . 'Y I %��171%% (• it ' .nr 80 SY GEOTEXTILE F /, - UPBL- PRC Sta.2/+92.54 / ,p` -L- CS St0•.Yt0+83.16 CLA55 B RIP RAP / •i \/ /, /, / I I I �' / F y%yiiy W/ELBOWSSEE SHEET 2D-1—/ -- T. �� DTAIL 11-036 / � �,�� CLASS'B'RIP'.�• ! ST.5TONS IY IY � ��_ 1 ck --—_ �STANDARD 2'BASE DITCH r C�- 4SYGEOTEXTILE ' \ � 1 � li'/ _ C.-_ 18" FSW/CLA55 I'RIP RAP ��i 10SY GEOTEXTILEt \`IF .I, I5 BS� - ' � / , 'I EST3 ' / IL /, � � �-lt3S ��-___""`� O_ F r V2 1.95FPS �/ ��� pNS / 11 ' ` >� ST 75 TONS / ':� Y8 ' Y•J�,(,�r •0� —// /, CHORD L /.1i �10--`j'4.43�'CFGS,, C1A55'B'RIP RAPI----y 7ST 2 TON /"'�� CLASS O RIP RAP C C1 r SY GEOTEXTILE / �,'I ,' rs -- . / 7 SY GEOTEXTILE F �7 /// �► \I 10T SY GEOTEXTILE CSTREAMSTABIIZATION , C SE SHET 2D-1LATERAL 2'BASE DITCH SETAL 11-038 r _ - Y /�' C[3�CLASSI' RIPRAP40► / /AO '' I �� \ LATERAL2'BASE DITCHtiJ �- W/C1A55'I'RIP RAP •1 1 /2EST 4715Y GEOOTEXTILE E TB 20 TONS,28 SY EDDED INTO RGOTEXTIEAM DLE �,+i(��Yi!♦ �,% � n �' SEESHET2D-1 .11 ��8���'. ly IY �' �' �' �' � IY �' �. �. GI DETAIL 11-08SEE SHEET 2D-1 CLASS'II'RIP RAP ON BANKS ONL tu��> -' '� �nt •ems y c 11, -/ \ S/ a� DETAIL 11-01 WAN / / I �� EST 53 TONS,54 SY GEOTEXTILE •a 24"RCP-III / LATERAL 2'BASE a� / _ r, ��r_ ©,� B / :0%,:°11.111s:AEE 41i I'--c L1,�I z . ±' ± 1 -- / \ / / I / /' /' `/ �iIY �' �' IY � � IY cLAss•B•RIr`RAP © r- R O Qfr,vr SEE SHEET 2D-2,DTAIL AA , /irr� �EECH- i `7/ / ly 1' <e�_--K ES1;I,5TANS lyW1CL455 B'RIP RAP 4 „, , I / li, �, �, 11, �' :±±3 -" � / �5 GEEST 5ONR n • TAIL 11 11 ' i►/ �� 1 14 YOTEX111LE /� 14 SY EOTE ILE/ CP// 9/, 1 / I,pSSg NM/V 0 -SPECIAL CUT DITCH 1 �.i (r ���'J� ��� I I /� �' IY �' li' 11' li'�Y' �' IY I± �' li' IY �' �' �' �' �' �' �' �' �' ESfi290`TONS E 11 - 0 \ 7'BASE CHANN L l� (\'1 A 1r I Y �' �' TI E AN SEESHEET 2D-1 W/CLASS'I'RIP P ' \ ^mil 1� � / �i UPBL- PC -t. .er •• : . i # _� y\0 -71A EST 565 TONS i- \ /rJ/ ?. \ 1 15"CSP �' --@ix, -�-,•-__<C/ S880 SY EE SHETE2D-1 ILE �� F/11 .tE 1 n IItLEIETI:102sAD_E : :It\ , \ it \<C/ DETAIL 11-03A 'N G # 1WiELBOWS li' �' + _\�` / �-'STR STAB" TION X C S'IRIPr I� ICLASS'B'RIPRAP \ \� /h �� a 'f"`! EM EDDE• INT• ""I - , I I EST 1 TON v� �� �'. �' li' �' m �` �' �' Y �' :351SY:GEOIEX± li' �' IY �' :_± 1 r N ,- � /.` Irr 1/ \ Pi4 , 5 SY GEOTEXTILE \ 1 � •EAM B:D 1 1I RCP IV _\ �, \ �, IY �' i Q C��►� - '�i,I 18 T� O $� 15I Ir'!/ � \ �\ '�� �•/I I \��,q � Y \ \\ •r15 b /� F F `R !55'II'RIP RAP 1`I / I X qr 1 Y ai.�\ ', ,1SS �' 1i �-' �' lY 1±±; �' IY • y \ `a,ArIi54Lr� ► BANKS .NLY \ I ® II` LAS IP RAP•`�' 1 \�-- \�' y �. �' �' �' �' �'LATERAL2BASE DITCria 1;59TON 1 ,� S T N �`al,\ pi,, I 1W/CLASS'BRIPRAP ��►r rr'1; '+�,• I SY GE TEXTILE \ 1V 0 EST 77 TONS / 1'. ,,,Z GEOT XTILE \\\ILATRALBASED �I, �111/ \ I ( \ �' �' �' �' �' 1 i�218 SY G ILE Fr} % SHEET 2r-2 r WiC SS'I'RIPRAP BERMBASE DITC t. "7 \ i wQ Fl r! EST 57 TONS SEE SHET 2D-1 �I/ X /,����LC 1$ �e SEES 2D-1 I!. r'T ILAA \� 7172 Y GEOTEXTIL / DETAIL 11-0b /1i I ;- l �1 �1/ -_ip_! F SEES EET 2D-1 � -• AIL 11-01 '� / ', I ' 1 \ I / � �)y � DTAIL 17-0 . �,/11 \ 1�/ I \ IY`.\� �' I\ / g/� IY �' ��r/ 5 � a" ! - UPBt ;'•t . . 4,r: f'i I.3 ��I� a1I f W YBLPC =r Sto.19+98• �I� '�. \ #1 y vI ` I . �� 7 " Lem 1 \/ k te *!! Y 1 ST e..-,.w.r�`' - I� I � �( aDITCH ....., Rcac ! F EASEMENT NEEDED lY\\ \rl \ \ � 711E �•1 ' ° ,� 11I .�I '\z .. IC FOR DETOURDDI a.► o ''ar - UPBL- -I . :,A c: \ -�� ` \ +ei �,_-PC- P•T Sto.3•'� ���\ a t`,• a•, at / \\ ,1 -Y8- PT Ste.25+67.47C _�`�` �.I ` \ \ KrE\A r�1 2 '��11 P 8/ r;I \ 11 I IlY �'. Y �' �' `L' �' �' �. IY �' IY �':±±±,L±:1 IY � Y IY �' I- CS Sto.23+7468 `1�� ,��,('�` / .`�� \ft hn !!! _ %, / 1 'S WBF1 ♦ ♦iieiLil-�"r/ 1 /� REMOVESIM :: Ih \ �. /, _ �n • 1 -YBLPC- POT Sto.2/+59J4 = I± I ± ± ± Y ± ± ± a,.-__ ± '± ± ± ti o, `�� \ 11 0 ' ' ice' LATERAL• ►J `�dtr ` \, - BLPC- CS St /7+5 38 111, ��t� d -YS- POC Sto.25+5070 ., \ ® v 'NkIN \ MOVE -\ �, DITCH 2'BASE /' 1RCP\\ _� _1y1. �• `� y _ . /DETAI.n-nB .• �� —, i i , E,.. -YBRPC- POT Sta.33+15.81= - A � I - g�lll -YB- POC Ste.25+2320 SEE$HET 2D 1 • \ i \ �8R Sta.25 \ \ �\F \\\ � _ �i� _ ►1 / Ic 6 $Slit _ v. t \ \\ REMO-- "-�` ry \� •�- 'I�r RCBG C-vL L ON �: �� m \\ _ __ /_ LEGEND ✓ \ \ EL45S I R P `•' V' . Y8 SC iFf'Tp��' /:.�, - to.31+::: 40 tti es 1 1 \ I1 / 1 X \ I EMBED• , INTO Yk �� P ,�.-- •� y�j \ ST da BED 2 A r>t1 �1•,RCP / 37• 'b iP' 1 r _ LAS BRI ��, ��_' DENOTES IMPACTS IN DENOTES FILL IN p .�� sr', O -52C 1 1 \ 20 TONS 7� x I�� ) \ :0' w / X \ \ 1'8$Y GEOTEXTILE ET �Ja.3,• .•• �.�!���'�� ,6 C f:i VV� C I 1 7 SPECIAL CUT DITCH 1 'LASS'll'RIP RAP •, �,�w1! ����� Iiiii ST2To 1 KAP I , 1y a SEE SHEET 20.2 / SURFACE WATER F F WETLAND OONO BANK$ • _����.'1� 7$Y GEOTEXTILE 6J 1 l DETAIL 24-01 /// ///� ; -� { �\ �\`, SYGEOTE �� �/ `°/' ♦� :�. 700' i. BL- P to.l�_,a1� l, C 1 1 �, �> S SHEET 2D .4. ` / �� 4 \ `!LAA �j A ��1r►��ll� reir� /'vll / �/ / DENOTES TEMPORARY DENOTES EXCAVATION I \\ 1 \o\ \� ri `.�. a ���: i �(��`i C S "•*'( !• REA10VE-- " ` IC / / L //// /P \N� E - j� i y - P 11 ...i•. _ma •+••••1= F IMPACTS IN SURFACE WATER IN WETLAND 3 �� 3 p p oa PP pcP �7/; \ -tUP: - P• Sfo.l6+ 2. l \ X Q * * aF * DENOTES MECHANIZED DENOTES TEMPORARY \ �\ / j 11 \\ P / x .•. /I �I C°�� f �\\ EE 55 . R /// / FILL IN WETLAND CLEARING € 15'a�P P/; - ��� t / c _ �1 ►NE SH p 00 N� 0 10\ \ AS ► F { t tip� I ���, OtAW — MATC/ 23+0 o " w \b \'k�� / `"5 - '� ]l 2 -!. " '0 •'��:• �1 + \\ liciiL CDT VI % Y$' / �/ CLEARING DENOTES HAND w PROJECT REFERENCE NO. SHEET NO. N R-2721 28 PERMIT DRAWING 1 g: PERMIT DRAWING PACKAGE R-27218 ROADWAY SHEET NO E TCH►ENE SHE00 00 _ ,'I `/, 3 ` \ \ ( / ) I ) I r ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER MYa— STA 3g+ , -" 1 ) A \ k 1 1 1 / ,) J i ( 5/� / BRANCH fat \ \ ) 51 \ M/ / / ��� , tLASEVISED ON 12/08/20 � CINIL SHEET 20A OF 69 \ )71 eLATIRO . \\\ o �// 1�1�) - tl!- — SSPE EE I,,E` I cq F-- y;-.. J OA r l 1 I e III I I �V'� Ls - \ �I LI- is 4 21 \ * ( ` \ \\ DETAIIL`2 ;,'SS\ r%\ ti Y8kPA- SC St0.'2 +59.45 P ,�yymet pv �� �r�1. �I -�,�. - �''�j -_8-�, � \,t� 09.9 \VA\\\ \ v " �l �� thl p\�11'17 ili 7 \ \ ) \ �\ \ I \\� � \ HDR Engineering Inc of the Carolinas DOCUMENT NOT CONSIDERED FINAL flxrsnnc aiw SEE SH�'��+: 'lle I 11B 1t'* 4 555 Fayetteville St,Suite 900 Raleigh, N.C.27601® ! s3 # I , I ,� x \ \ '� �� \ / ��' ' �\ N.C.B.E.L.S. License Number: F-0116 -F.,r/ \\. 4( \\ '1 111 v �{ 1 ��.� �91>;%��� A \ �/� -PA- S Sta.2�+59.4 vI - i�, v A '`_ '�` e'er „ \k. , \ N o£ - :L-'PC Sta.29 ss•4/ ��v N os F N �— F �, I 1 1 \ ! 1,:IC I211,‘\;\;.---1:,,7-::)___>,„ \%LPi-NeOT Sto.2/+84.48 = :I 1 ( / t5" \1Pi\ 3's- .36+0/.l6 ,,rlir�l r / ( I ` R -III \ `� �IR > '\i ) '\. . _� j �It'N- UPe*. 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T a \� \ ; 5 �� — « \,\ rb J i \ \r \ �\ II ���// // at�� /� . { ���, l *q} �� ETC SSA 23 DENOTES MECHANIZED DENOTES TEMPORARY W\\b - c /1/'Ct �'1/ - -� .l0+I/\I/ 1 ♦ / ;,ECI4CUT V I h . . YS� g \+ ;. ��`��� ) I// \\\\ , I \\, 1- / (��(/ r + rFx4",_._ I r �' � j -I DENOTES HAND - w / �/ CLEARING PERMIT DRAWING PACKAGE �FR' `' �..�E ,Ee � MI� BRANCH p.� LAST REVISED ON 12/08/20 FLATIRON HDR Engineering,Inc.of the Carolinas 555 Fayetteville St,Suite 900 Raleigh,N.C.27601 FN \ EST 1 TON N.C.B.E.LS. License Number:F-0116 VN pLL�Gw'UR�< !LE*ED \SY GEOTEXTILE I itill TEMPORARY `\ So z5 o So ,00 R 2610' re GRAPHIC SCALE EST.3 TONS RAP ����� � r 1 yr,� )Y� �1\ r ± ± ±// i�10 SY GEOTEXTILE N. 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A"+VAiI'A'0�_/�_�.�"wl%E — _ J► `�pJ/�1 /`p` 4If merit=inilligrartir47.4427:2.:A �.e,:c ra��!�s �y��y►!i�l � ��;,tl I6 w r,,Aarw ':Y MI' /. —— ��,'�r��rr�.ei�srrrrirsirrrr�r. ,• F .ul7Y1r iy mum CLASS'B'RIP RAP / �I IY J' !'!�l/YIYII 15"CSP ST.5 TONS Q, ,1, IY �. i��/^\� i.YYir1Y WiELBOWS 14 SY TINTEXTILE i i JJ,, JJ,, JJ,� ± � - __�- — — C� 1B" /, -L, \ �' Y �' f?2=i7:3 CFS =off �____""`� - r / V2=1.p5 FPS J/ �� —""`• CLASS'B'RIP RAP �r /• -�- ± � 1 V30 11412 FS� EST 2S TON IP RAP I_____ r ... i- 7 SY GEOTEXTILE EST.3 TONS �Q `L' ��/ 10 SY GEOTEXTILE Y " _ s LATERAL 2'BASE DITCH /,\ r /±' ± ± ± ± ± ± ± 1 ± %,.CV - SEE SHEET 2D-1 Lei�a\ �1 1 \ /L DETAIL 11-OS , � 1 —— / \ CLASS BT�RiP RAP r ± 1 ± 1 � ± � � � � � � E4ASS'B'O IP\R P LEGEND � 1' 1' IY IY\Y' �' IY I- �' �' �' �. �, ± ± 1' EST-297-TOKISA� E \I/ 3E SY GEO SEM)cr E �,/ ,5/ DENOTES IMPACTS IN DENOTES FILL IN .,. .i, .I. J, J, y ± IY ± ± IY `l' ± ± ± \ �y\E .,. .i, J, .I, J, y �' �' �' Y �' Y Y' ± �' 1__ /'// SURFACE WATER �T///� WETLAND ��/ RY IMPACTS OS IN SURFACE WATER /J/ FFIILL1LEA WETLANDOTES DENOTES MECHANIZED Imo„(.-/71 DENOTES HAND • .• .•. CLEARING I/'r/„�`I CLEARING 4. `ski WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Permanent Permanent Existing Existing Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 244+00-L-/248+00-L- 3@8'x10' RCBC 0.08 302 244+00-L-/248+00-L- FILL 1.42 < 0.01 0.12 244+00-L-/248+00-L- BANK STABILIZATION _ < 0.01 0.01 50 36 244+00-L-/248+00-L- CULVERT STABILIZATION 0.02 69 2 279+00-L-/280+22-L- FILL 0.86 0.15 0.95 0.03 < 0.01 398 11 3 281+00 -L-/283+00-L- 2@7'X7' RCBC 0.04 285 281+00 -L-/283+00-L- FILL 0.01 46 281+00-L-/283+00-L- CULVERT STABILIZATION 0.01 96 4 313+00-L-/317+00-L- FILL 0.19 0.01 0.04 0.01 107 14 5 322+00-L-/325+00-L- 1 @6'X8' RCBC 0.05 458 52 322+00-L-/325+00-L- FILL 1.04 0.26 322+00-L-/325+00-L- CULVERT STABILIZATION 0.01 _ 57 6 330+00-L-/332+00-L- 1@6X8' RCBC (1) 0.41 0.03 0.03 0.02 284 10 330+00-L-/332+00-L- 1 @6'X8' RCBC (2) 0.02 244 330+00-L-/332+00-L- FILL 0.08 0.04 0.02 311 330+00-L-/332+00-L- CULVERT STABILIZATION 0.01 113 7 346+00-L-/349+00-L-, 21+00-Y8RPA-/25+00-Y8RPA- BRIDGES 0.12 0.74 0.02 0.46 8 365+00-L-/366+50-L- FILL 0.23 < 0.01 < 0.01 0.03 < 0.01 105 9 366+50-L-/13+50-Y10A- 1 @6'X8' RCBC 0.01 0.26 0.01 237 37 366+50-L-/13+50-Y10A- 66" RCP 0.05 < 0.01 < 0.01 105 366+50-L-/13+50-Y10A- FILL < 0.01 0.01 204 366+50-L-/13+50-Y10A- CULVERT STABILIZATION 0.01 115 10++ 380+00 -L-/383+00-L- 42" RCP 1.52 TOTALS*THIS SHEET: 4.42 0.74 0.10 0.90 0.46 2.47 0.35 0.02 3540 205 ITOTALS* ENTIRE R-2721B: 8.38 0.74 4.71 1.77 0.46 15.56 0.84 0.05 8898 540 *Rounded totals are sum of actual impacts. NOTES: ++Site includes only isolated resources. PERMIT DRAWING PACKAGE LAST REVISED ON 12/08/20 NC DEPARTMENT OF TRANSPORTATION Sites containing temporary excavation listed below are included in the mechanized clearing impacts: DIVISION OF HIGHWAYS Site 2= .007ac; Site 5= .03ac; Site 6= .003ac DECEMBER 2020 Site 9= .006ac; Site 14= .007ac, Grand Total= .053ac Temp Excavation WAKE COUNTY TIP R-2721B STATE PROJ. # 6.401078 (Revised 2016 09 09 1 SHEET 68 OF 69 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS _ Hand Permanent Permanent Existing Existing Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream No. (From/To) Size /Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 11 386+00-L-/391+00-L- 48" RCP 4.43 0.04 < 0.01 404 60 386+00-L-/391+00-L- FILL < 0.01 < 0.01 20 12 384+50-L-/387+00-L- FILL 0.86 0.04 0.17 0.01 < 0.01 157 46 13++ 408+00-L-/411+00-L- FILL 0.21 0.06 14 412+00-L-/416+00-L- FILL 0.31 0.06 0.09 0.03 < 0.01 413 28 15 414+50-L-/415+50-L- 1 @7'X8' RCBC 2.30 < 0.01 142 16 420+00-L-/425+00-L- 42" RCP 0.74 0.03 0.37 0.04 < 0.01 315 13 420+00-L-/425+00-L- FILL < 0.01 64 420+00-L-/425+00-L- 17 437+00-L-/30+00-Y13A- 2@7'X7'RCBC 0.48 0.10 < 0.01 < 0.01 46 437+00-L-/30+00-Y13A- FILL < 0.01 170 437+00-L-/30+00-Y13A- BANK STABILIZATION 0.02 216 437+00-L-/30+00-Y13A- CULVERT STABILIZATION 0.05 163 18 459+50-L-/463+50-L- 2@7'X8'RCBC 0.18 6.36 0.02 116 459+50-L-/463+50-L- CULVERT STABILIZATION < 0.01 75 19++ 15+00-Y13LPC- EXCAVATION 2.15 20 478+00-L-/488+00-L- FILL 0.62 2.25 0.05 0.07 0.01 830 60 21 490+00-L- 2@6'X8'RCBC 0.40 0.09 0.08 < 0.01 977 34 490+00-L- FILL 0.02 233 490+00-L- CULVERT STABILIZATION 0.02 151 22 495+00-L- 1 @ 6'X8' RCBC 0.14 < 0.01 0.03 < 0.01 490 13 495+00-L- FILL 0.01 257 495+00-L- 23 65+30-Y13- FILL < 0.01 < 0.01 9 11 24 10+00-Y13B- 15" RCP < 0.01 < 0.01 1 17 10+00-Y13B- FILL < 0.01 13 TOTALS* THIS SHEET: 3.93 0 4.61 0.87 0 13.09 0.47 0.03 5216 328 TOTALS* ENTIRE R-2721B: 8.38 0.74 4.71 1.77 0.46 15.56 0.84 0.05 8898 540 *Rounded totals are sum of actual impacts. NOTES: ++Site includes only isolated resources. PERMIT DRAWING PACKAGE LAST REVISED ON 12/08/20 NC DEPARTMENT OF TRANSPORTATION Sites containing temporary excavation listed below are included in the mechanized clearing impacts: DIVISION OF HIGHWAYS Site 2 = .007ac ; Site 5 = .03ac ; Site 6 = .003ac DECEMBER 2020 Site 9 = .006ac ; Site 14 = .007ac, Grand Total = .053ac Temp Excavation WAKE COUNTY TIP R-2721B STATE PROJ. # 6.401078 Revised 2016 09 09 SHEET 69 OF 69 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS _ Hand Permanent Permanent Existing Existing Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream No. (From/To) Size /Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 25 15+00-Y13A- 36" RCP 0.03 0.01 < 0.01 115 6 15+00-Y13A- FILL < 0.01 11 15+00-Y13A- BANK STABILIZATION < 0.01 16 26++ 10+00-Y13A- FILL TOTALS* THIS SHEET: 0.03 0 0 0 0 0 0.02 0.00 142 6 TOTALS* ENTIRE R-2721B: 8.38 0.74 4.71 1.77 0.46 15.56 0.84 0.05 8898 540 *Rounded totals are sum of actual impacts. NOTES: ++Site not impacted in final design PERMIT DRAWING PACKAGE LAST REVISED ON 12/08/20 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS DECEMBER 2020 WAKE COUNTY TIP R-2721B STATE PROJ. # 6.401078 Revised 2016 09 09 SHEET 69A OF 69