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HomeMy WebLinkAboutI-5898_Wetland_and_Surface_Water_Impacts_Permit_Drawings REV 8-7-2022HIMrhwa Stor ViIal North Carolina Department of Transportation r° Highway Stormwater Program a STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: 46860.1.1 TIP/Prof No: 1-5898 County(ies): Rockingham Page 1 of 1 General Project Information WBS Element: 46860.1.1 ITIP Number: 1-5898 Project Type: Roadway Widening Date: 11/19/2021 NCDOT Contact: Galen Call, PE Contractor / Desi or: MI Engineering Address: 1590 Mail Service Center Address: 1011 Schaub Dr Raleigh, NC 27699-1590 Suite 100 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-851-6606 Email: gcail@ncdot.com Email: khefner mi-en ineers.com City/Town: Ma odan Count ies : Rockingham River Basins : Roanoke CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.51 Surrounding Land Use: Commercial/Business along alignment, Woods North/South of project Proposed Project Existing Site IN Project Built -Upon Area ac. 6.9 lac. 5.4 lac. Typical Cross Section Description: Y Line - 2 to 3 12'-14' lanes w/ curb and gutter & Concrete Median Y Line - 2 to 3 10'-12' lanes w/ curb and gutter & Concrete Median Ramps A, B, C, D - 12'-14' lanes w/ open shoulder Ramps A, B, C, D - 10'-12' lanes w/ open shoulder Annual Avg Daily Traffic (veh/hr/day): Design/Future: 20,600 1 Year: 2045 Existing: 1 16,000 Year: 2017 General Project Narrative: The project consists of the widening of NC-135 from West of the US-220/311 interchange to East of US-220/311 interchange from 2 lanes in each direction to 2-3 lanes in each (Description of Minimization of Water direction with independent turn lanes into commercial business and highway. Bridge 780074 will be replaced along the project corridor and 4 access ramps will be upgraded on/from Quality Impacts) US-220/311. The proposed stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems via curb and gutter that drain to existing ouffalls. Minimization efforts were made to reduce potential impacts to Wetlands and Surface Waters. Pipe Networks were utilized to preserve stream flow in areas where existing Jurisdictional Streams are impacted by proposed roadway design and fill. 2:1 roadway slopes are used to reduce permanent fill encroaching into existing Jursidictional Streams. c' CP O O O O �I 00 U-' 0 L� oS E O L ey w w A 1z UD o� L O O T E C7 O U) F Z U 00 CXD �O-�4 CD -be- LL o� N LQ O a� N� Qz CD f O ti h See Sheet I A For Index of Sheets See Sheet 9 B For Conventional Plan Sheet Symbols See Sheet I C- I For Survey Control Sheets STATE OF NORTH CAROLINA DIVISION OF H11"'HWAYS OCI<INGHAM COUNTY LOCATION: US 135 FROM WEST OF SR 2177 (DAN VALLEY RD.) TO EAST OF SR 2271 (SHADE RD.) AND SR 2283 (COMMERCE TYPE OF WORD: GRADING, PA VIND INA GE, STRUCTURE AND UL VERTS A U 220 3 11 11 BEGIN CONSTRUCTION —RAMP D— STA. 10 + 00.00 A,� 1 END TIP PROJECT 1-5898 MAYODAN MUNICIPAL BOUNDARIES ;,;%' -Y- POT STA. 133 + 10.00 BEGIN CONSTRUCTION —RAMP A— STA. 10 + 00.00 BEGIN TIP PROJECT 1-5898 -Y- POT STA. 106 + 00.00 O LO N S1/S2 YODAN BEGIN BRIDGE —Y— STA. 118 + 8 7 Ma C4 BEGIN CONSTRUCTION `4 —RAMP B— STA. 10 + 00.00 BYP `" zzo � 220 — THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF MAYODAN. J — CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11. — THIS IS A FULL & PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN GRAPHIC SCALES 50 25 0 50 700 i I i I I� I, � PLANS 50 25 0 50 700 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2017 = 16,000 ADT 2045 = 201600 K = 11 % D = 55 % T = 3 % V = 40 MPH * TTST =1 % DUAL 2 % FUNC CLASS = RURAL MINOR ARTERIAL STATEWIDE TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 1-5898 LENGTH BRIDGE TIP PROJECT 1-5898 TOTAL LENGTH OF TIP PROJECT 1-5898 NCDOT POINT OF CONTACT: BRIAN KETNER, PE PROJECT ENGINEER WVWII S3 6 Cie P 13 0 co tn Z LU W 0 I- 1�_ r iN THE PLANS. = 0.482 MILES = 0.031 MILES = 0.513 MILES STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 1-5898 1 STATE PROJ. NO. F. A. PROD. NO. DESCRIPTION 46860.1.1 PE DR.) PERMIT SHEET DRAWING 1 OF 10 CM 00;0 Q CV ZZ WETLAND AND SURFACE WATER IMPACTS PERMIT TO EDEN END BRIDGE —Y— STA. 120 + 52 BEGIN CONSTRUCTION —RAMP C— STA. 10 + 00.0 Prepored in the Office of: /FYIV'� JOHNSON, MIRMIRAN, & THOMPSON, INC. /�� 1130 Situs Court, Suite 200, Raleigh NC, 27606 2018 STANDARD SPECIFICATIONS PRODUCTION RIGHT OF WAY DATE: ENRICO A. ROQUE, PE F E B RUARY 17, 2 02 0 PROJECT ENGINEER PRODUCTION LETTING DATE: CHARLES R. BARBOUR, PE S E PT E M B E R 15, 2020 PROJECT DESIGN ENGINEER HYDRA ULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.E. INCOMPLETE PLANS DO NOT USE FOR R % W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED o� Hoa�� 0 \� o 0 tN 0 _N W w 0- CT_ PER A A Prepared in the Office of. Y \ I T DRAWING �FYI ,�T OHNSON MIRMIRAN & THOMPSON INC. 1� � a SHEET 2 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606 L z Q ar 3 E L Q z zl co 7, co z i L 3 0 L z ro 0 F L 0 L w CIS rr w CL i L 0 or C�) (TI, C01 Ln c Ln�" oar No �L CD-0 CD Qz- oz_ Si/S2 O INSET BEGIN PROTECT TIP I-5898 50' 0' 50' 100, 150' TO MAYODAN (m ss TOP=693,08' EXISTING R/W 135 STA. 106 + 00.00 O I � BRUSH I T �G 01,61 30, BST C '35 BST VARIES _ D 30" C&G 30" C&G EXISTING R/W ROBESON ASSISTED LIVING WATER VAULT OF ROCKINGHAM, INC DB 1314 PG 2390 PB 18 PG 48 CONC BM6 GW1�6/1/SGIiiI VCHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD) A/DTEWb*WfE*,+FdRAgH SCHOOL IMPACe/URFACE WATER 2,386 DENOTES IMPACTS IN SURF WAT R /,375 _Y_ 797� 1,589 NC l35 9150 �- 13,750 -Y - 10,72/ 6257_'�,575 15,893 US 3/1 r 697 5,075 2024 ADT 2044 ADT 5,200 5,771 SR 2177 (DAN VALLEY RD) IV Uv "- ,- EIP 71 70.' EIP � I � 00 kn LLEWELLYN 21 0 o CEMETERY o PB 18 PG 48 0 z m S 77°I3'04" W 88, 5 7' -Y- PI Sto 112 +91.11 p = /7° 42' 02.1" (LT) D = 4° 05' 33.2" L = 432.51" T = 217.99" R = 1,400.00' e = 0.040 RO = 168' DS = 40mph PI Sto 116 +23.66 = 9° 38' 17.5" (RT ) D = 4° 05' 33.2" L = 235.51' T = 118.03" R = 1,400.00" e = 0.040 RO = 132' DS = 40mph C* 7 9 \A S2 14' CkNV HW PROJECT REFERENCE NO. SHEET NO. 1-5898 1 04 R/W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMP L,IE D® NOT USE FOR NS lE PLANS W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED /si 12" RCP & HW - REMOVE CB COLLAR/EXTEND W/54" RCP -IV O W W PDE NCDOT H4�I " BCCS �PROJ.° 6.t 18 — — _F F �J 5" P-IV R B USH W W U> 'RCP CB 15" RCP E C B/S 0 END C) UNK -I- 15" R - —� 3 I`Ti 15" RCP -IV Q 1w U> w _ _ A�6�Fgs EE P IA ETAII GR - / j c H Y cF� OR IfFSE BT �- I IQ 65.00 RT I P J. 11018 I P I 6" STONE GR EIP / GQ �tt IG 99tip m I I 48"CONC I o I WALL / ExP { I ] 8 LT RjOS IBL JB �P 43.5 BST o I I BST o �i ( �= ATIONIzw cn WOODS �./--__\_L0 \\ CB Q F F Z JOSE G. DIAZ CC)RAKESTRAW Z / �ri D o N II IN Lo o DB 746 PG 70 N INVESTMENT CO INC ��° � 0 / / �C o II w PB 18 PG 48 DB 1358 PG 1356 00� w CONC �� 2� z COREY M. CAPLE coNc / \�-' - � II = / C m m PB 18 PG 48 ;z - KAREN A. CAPLE I 84"CONC �� z I N� III U O 'm NICHO AS D. CPLE \ \ II z 1- 4 m DART M.-CA LE II- Q O m DB 1529 PG 579 II - - U 3/l POT STA ll0 +42. 5 z P �PG 48 9 BaT l II Y2 SR 2177 DAN VALLEY ROAD) PO STA. 10 +29.02 c A N o P // cU / - II - w N 70°53'39" E E E GRI 5 �O / \\\72.66 R I�+85-00 -; \\ Lo 86.54 RT II E E 8.67' I- m N 70'4919" E N 70°48'49" E N 70'50'26" E 0°48'59" E / �Q ISBLKBUS EIP 119.76' EIP 101.76' EIP EIP 109.86' EIP WOODS. 88.28' EIP n\\� E E E 20' UTILITY & DRAINAGE CANOPY E EASEMENT PB 18 PG 48 w II n Ln oCo / 0O \ Noll � RUTH ANN MARTIN I / // m \ N II (NO CURRENT DEED REFERENCE / FOUND) DB 733 PG 903 \`9 GR��- EN CONSTRUCTION DB 78PB 81 PPG G 791 l I / -Y2L POT STA. 11 +25.00 P \ / QO RETAIN 2G1 & DO NOT DISTURB \ —E— N 8S° o AUTOZONE DEVELOPMENTCD \\\ 20000 8 , F o DB 1430 PG 2094 PB 63 PG 44 \ OREO LLC +3027 N 52g°S85 g, w ° �3 \�\ DB 1513 PG 968 g4, S 31'g0-- w PB 77 PG 55 PB 63 PG 44 q,Oq, \\ s SEE SHEET 09 FOR —Y— PROFILE SEE SHEET 13 FOR —Y2— PROFILE APPROX. VISUAL LOCATION OF JUNCTION BOXES 54" RCP BENDS O DI \\ -Y NC /35/ US 311 POT STA 110 +50.33 \ -Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+00.00 \\\ B \\9� \ �\ \\\➢ \ ST T �n 48" RCP — — _ \SDI 15" RCP -I CP ROCKINGHAM COUNTY SCHOOLS REMOVE 12" COLLAR AND XTEND,\' RCP & DI S DB 764 PG 591 18" RCP -IVY I} \ O REMOVE 15" RCP -IV \\ 36. 'e T I L \ 12" RCP O�? LO Ln r- ELECTRONIC & I� 1�ON REMOVE CB BRICK SIGN C — & 15 RCPJrV7 I I Imo► 00 I� I 0- m I I C I w //40.pORT E ,10 0 36"CONC I It 65.00 RT o SAMUEL RICHARDS OD � DB 1481 PG 2995 PB18PG48 m O 2 -Y- NC /35/ 54" RCP 30" C&G CB CB 30" C&GREMOVE 15" RCP (BY PLANS) T _ = 15" RCP -IV CB NC CB _ GRAV CB CB &EMOV CPB— — W/LT - O CONC ISL to Z 0 1 w 0 i E ro or 11— I 0 ,c I `F O0-F CV 0 CV L CD-C CV --n �U Qz- oz- \ l\ / // // // // / ! `\ 1 '.Prepared In the Office of: PROJECT REFERENCE NO. SHEET NO. \ ^ bqh , /- i 690• \ \ J PERMIT DkAWlNq-ll �rF-- ��-5898 04 ` \ / / \% !,\\�®�JOHNSON, MIRMIRAl ,--& THOMPSON,INC.---—SHEET OF 12- // /\ / bq \ � / RAW SHEET NO. / // —, \ I b / 113�(0 Situs -Court, -S-u to 200,Raleigh NC, 27606 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE'rE PLANS o' DO NOT USE FOR % W ACQUIISITIION 01 _J Cl Cb 685— — \\\\600v/j � I rZ685 /—�� 5•�_ y ----/ �- — \ \ \ I \ \ \ _ P/ Sto 116 t 3.6,6 _ \ 2 \ \\�\ \ \ �, \ I \1 _ �l7 42 02.1 (LT) v \ \\ �DOCUMENT NOT CONSIDERED FINAL ✓., \ . � /UNLESS ALL SIGNATURES COMPLETED T- BEGI L\'\ kRO ECT TIP I-5898 _\ L 432.5/33.2 _ � _ -23:2� / r _ /_ / z 6�° \ _ _ \ \ T = 217.99" i/18.03' \ \ \ \ 690 Y NCPS S\TA. 1 Q6 + 00. 00 _�� \\ \ \ _ 1,400.00 R J 1,400.00 / _ - — �L\�' e = 0.040\/ �/ e = 0.040 I /�\\/� \ RO - 168' RO✓ - 132' / \ o \ _ (� \ \\ \\ �� / — \ DS = 40mph / p•S - 40mpp�i \\ \ °� ��% �O�\\ \\\ \ 1 \\ \ \\ \� Q ' �\ \ O \ 414 ` \ \ \ \I \ \ \ \ \ ° \ _Y -NC 11,35/7 US 3// POT STA ll0 +50.33 \\ \ \ ll I \ \\ oo f \ \ \ \ \ 1 69\ \ \ Y� � SR 217��DAN V ALLEY ROAD) POT STA. /0 +00.00 \\ BST \``'\ \ I I _ � /moo \ \� � � S 2— \ \ l /\�\\O 9��\� ��C\\ ^ bSp� �\680-� � I \ \\ � ` \ _• \ �\ \ \\ \ \ I \ SAD _. ` ' � b�°,\� D \ \� RE 012' RCP & W — 15� RCP -I \ c \ / — kuAR/EXTF�iC \ \ / �MOa/E/12„ L�ARIXTEND' / 675- / — / _ ROCKINGHA,M COUNSY SCHO6L� — —�RG�&1DI'S I ) � -� / 68b I, i y69 / \ \ \ \ \ _— \� °69\ ` 764,PG_�9 t \ f > /// j / / r 18" -RCP-I / { I \ j / -I�W� �— i9 —690- — — — � RF,IOIovE j'�RCP-` 36. ' T LO ,1.2" RCP/ °O n / W / \ ���— —,J—i/ /b85 // / / / �� ELEC`RONIC/i �O r �o PDE WW \ — B JSH �� v \ \ \ \ — / / b 21CK SI N ' n 112Q� ��N �� r PRODOT6H�h 18 BCCS — G\ ��� \ \ \ \ 'REMOVV / / / _— _ _ __--F Vi /5/ Ci c c �/ / 1/ 1 RC - C I — o =� B USH \ \\ \ \ \ \ \ �` / �3Q�83T \� / j \ BCC'\ \ \ \48"-B CS \ ` \ sa �8 1 CCS \ "48 BCCS� � — — 10 nra -069�-- — ��— J C �� 9 15"RCP P / C) 30" C6 \ b C VE "RCP CB 15" RCP = „ O 3 — 69 \� SR 228/ N 155 36' B &T T �— , REMO� 0 - 0 O MAYODAN SR 228/ NC /55 B� lES _ �_Y _ ��L , Q/ MD�E CB\ \ �� � E CB5 8115" RCPND C) — _ -� / _ _ 54" RC ISL UNK -{- / 0 30" C&G 695— — 30" C&G / ~ f" C&G CB CB 30" C GREM E 15" CP / (BY PLANS) 15" R - —CB T IV TOP�6-9308 \CB _— �--S69 --_--_ — — v— _ — \�-� I „RCP- _ � \\-690. �7 � _`� --- ���Qj �— _— 7� �_ ���-R ( \ Q / EXISTIN R/W / /Opb� — \ — I \\ 00L� N — \ 5 \\ \ ` — C CCB IN G _ —� CAA \ / I l // ii \ \'��(j (�(� _ c \ / - \ 15-� �\ w = \ - . \ \ \ — — /�e�` G o CON \ \ \ \\ \ \ I l C \ t \ \ \ \ I 1 \ \ROBESON ASSISTED LI\(ING 9s VAULT (I I I I r \ l�OODs ) ,/ 40.�00 RTC E -- l ,� / E 1 \ I I \ I P C er, / I \ \ \ \ 9E ROCKINGHAM, INC \ \ \ _ 11 I I I ( / �' I _ I_ \ l - - \ \ 1- c H Y \ 6��o9sF R P FSE B IA AI� i- \ DB 1331 -PG-2390 \ \ \ 11III I \ / J `� /36"CONLZ'o > (� Z GR1 1 ( \ STONE' \ 65.�ORR\% \ IE)P IP J cola c 9Ftir T/ m I N / , i I P PB 18 PG 4$� \ \ 1C0 C .� � � � � / I 48"GONG ( �o G � \ l I \ / LT RDS IBL JB 3.5 BST \ \ \ \ \ I I \ 690. \ 6°05'34" / I - - I \ r �� \ I �V�ALL \ B�T I I\ N / 1 \ \LO ATION �P I II� \ lf� �_ (r��5 III W EIP 71' ) EIS N 65. 0 RT I---- Jf �\ �' \ \ \ WQ� S I \ r �—i CB F� F L Z 90o SA EL RICHARDS o° JOSE DIAZ I — I / FjJ4K ST�tAVI�h /� Lc) \ISF I, I / 1 I►N w I J 1 \ U Lo n o J r- N �_ �� `° O �-746 PG 70 I L° �N�KSTI� T C� INC O I / \ / /ICI\\� `fl m LLEWELLYN �, 0o � / B 48i PG 2995 W w PB 18 PG 48 O �� w I I / 1I1� �6f1N �n > N o PB 18 PG 48 6' 6, I�Bll35 P�/1356/ �� `^�� �� M. CG4PL�E I d Nc�/ r `�\\� I = �69 . — o PGR 8 r o��— Paz m m ( PB 18 P-G 48 \ �Z KA A. C E \ / /// — J ° I / III Z - C \ / ° a L— 1 D V 84"CONC \\ `v /(fU (� 7 2 \ 3 \ \ \co NI 0 A� D. LII \ / ) / z I \ I 0 \ I �- \ �I ���°°S 7 700_ _ I I 4 N DATI _�°�I° w °. Y NC l35/ U 3/l POTj STA 110+ 2. 5 I IPG 4 a41t�l/ III \ D 15 9 P 5 9'B To/I y \\ I / 1 -Y2 - SR 2177 DAN V ALLEY ROAD 0 STA. /0 + 9.02 I I I i I CANOP �/ I 1 �,'I1 / —� / ✓ \ ,� / \\�___; _—� / r I II �`� III v/ \\ Ljj - I�_ N 70°53'3"I E \ J \ I G 5 )1 11 l l \� I II I \ \�2.66 R o - I 1 ��i\�� /� 8.67' \ /' I / l w IIII y\ �I 86.5 RT III E E / I m .069� — 690 \ \\\ N do°49'19" E N 70°4 '49" E \ N 70°50'26" E 0° 8�5 ISBLKBUS— /`PP E 11076 EIP 101.7 El EIP 19.86' IP OOD , • 8 •c�8' EI \ / / / \\ / \ \ " 20' UTILI YUTILI Y & DRAINAG� EI ��/%�/� /"069� _ \ \\\�/ \ \ V EASEMENT C OPY v 2 \ -- \ \ \\\\\\ � / \ (� / -P'B 18 Pc 48 ��' I /� ��, / I\ I I I I I \ °°� \ �° I 1 ' / / /'/ / ��9 �' ' I I II 1 6 \\ � II II I / \\\ I \ \ I I �,I // / I �I / `�� o I I I III / I _ \ \\\II — I ° I \ J I I �' \ \ RUTH ANN MARTIN/ -� / ,`/ // ` ICl// 1 \III I I I / \ \ \ IIIII� I I (NOICURRENT DEED REFERENCE FObND) ��JR I I I CONSTRUCTION / \III II/ 11 I / I I I \ I \ I s > l DDB 7781 PG 7913 1 I , I % \ I I I / ( - + l/ al1 III o' \ 50' loo' �50' \ III I I ( I ( I / \ I I I \ Y/2L POT /SI// 25.00 I / I \ I / PB 18 PG 48 I/ \ -2GI & DO�N'O DISTURB as. / J I _I I I 1 0 \ ( \ II \\\ ��€ �PMENT �- 0 1 C/i91��(CHA L HIGH SC�IOOL & SR 2/77 (DAN VALLEY RD J < ) Ij �/ I/ / � � l I I ( ) \2oa 8 3 � / / J � \ �,� o \ \ \ \\ \\\�� —DD cY— 094 qH I�� ��I / I ♦ ��L bTA/#j URFA" WATER OL \ / /J���(° ✓/ I � / / /' \> \\\1 1 / / II \ <o 2, \ �/1151/( DENOTES IN1P CTS\ I'\ SURF WA I� / 375� I (l) f I '� '00-11 / — ,qh + / / / \ N °° I 1 \ l \\ I REO P — 1 _ \ ` f 589 f l �. / I I S9 q DB 3 la �6 \\\\ Y l 7 00 �� / / / / / �,s 9 w 8S 3 , — \ ��9 �\ 7\ \ 15,750 r I \ /\ l ��/I/ / \ �� ter/ 1 / 1 q� / 2 q°„Iw ��, I \ //�B \� 5 /oJ2/ 15,893 US �// / �/� N S n / \ / / / / / I / ( / q9' J / l \ , -��o%� 625 ( / I /—� /�(///f / ,� \1 ��� �� // �/ / / / / l/ (� I I I I I\�i��� 697 _/ a J / / _ /" �� // r/7 � I � / \\\ \ \ \ 5\ 200 — — / / 6 \ 5,�7/� \ _ / \ l \ \ \ L 4 ADT \\��\\\\� � (DAN VALLEY— �,/ \69 \—,\,/ /( 1 \ � ^ f -- —\ — ,— — �� r— // // / / / �l //l% SEE SH —09 fOR —Y— PROFILE SEE SHEET 13! FOR —Y2— PROFILE AP�ROX. VISUAL LOCATION 1N \\\ J \ I�I/ _ 0 JUNCTION BOXES J .695� \r — ` \\\\��\\as �� \ \ / qhf J / / / \ //�%�� ! \ ` 4\ RCP BENDS / ��\ko \\\\\ �.,,_ _ _ 1/ i \ \ \ -_ b tiS tN O w w 0- a US 220 & NC135 / US 3// US 220 15,975 21,904 1,550 /,875 NC l35 /3,750 � �- 17,150 -Y- 15,893 3,02 20,436 US 311 r_ 100 3,954 8,100 21,675 29,604 2024 ADT 2044 ADT US 220 Pls Sto 134+76.29 Os = 4° l0' 35.5" Ls = 537.50' LT = 225.06" ST = 112.56' -RP A - �w �_ Prepared in the Office of: PROJECT REFERENCE NO. SHEET NO. Pl Sto 112 +91.1 / „ PI Sto ll6 +23.66 PERMIT DRAWING m ,�' OHNSON MIRMIRAN & THOMPSON INC. l -5898 05 17 42' 02.1 (LT) A = 9 38 /7.5 (RT) �� �111� �® D = 4° 05' 33.2" D = 4° 05' 33.2' 0 SHEET 4 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606 SHEET NO. L = 432.51' L _ 235.5/; s���a�P� / / S ROADWAY DESIGN HYDRAULICS s T = 2/7.99' T - 1/ .03 , ' 50' 0' 50' 100, 150' ENGINEER ENGINEER R = 1,400.00" R = I, 00.00' ����' �' Y��/� F F DENOTES IN DENOTES IMPACTS IN SURFACE WATER e = 0.040 e = 0 40 X GRAPHIC SCALE INCOMPLE E PLAINS O DENOTES EXCAVATION RO = 168' RO = 132' J���F ' Q���i' O �� IN WETLAND DENOTES TEMPORARY /l//,�l ® ®� ��� ®� ACQUISITION DS = 40m h DS 40m h �`�'� p��`ya��� �%�°� IMPACTS IN SURFACE WATER C/y CL B RIP RAP� EST 2 TONS // / / T�' % �� S 0°O D 7 SY GEOTEXTiLE f0 ,� ,' C� �/4/ 1 �EEl + GREU DOCUMENT NOT CONSIDERED FINAL / - L- (Existing) / a/,' � TL-3 °O'`/ SPECI / TERA� ' DITCH S` SEE All. 05A If UNLESS ALL SIGNATURES COMPLETED /y ST r � PI Sto 143+32.55 Pls Sto l5/+40.69 0 = 35° 37' 29.5" (RT) 6s = 4° /0' 35.5" i / / '' l/ / / / T OJ`3S� D = 2` 28' 29.9" Ls = 337.50' C ��QQ // / / / / O o \ � I 24Q CPAV E AL AT L A E DITCH L = 1,439.40' LT = 225.06 �°�� / / ,' O //a SEE DE AI P�05E/ T = 743.82' ST = 112.56' / / �cA / STA BEGIN 5 S0 -RpA- Rt / / CD // � / . // / Cl 5/ US3/1 POT STA 122 96.53 LATE\E EL ' DITCH i/� 2G1 / / / D I' c // �� v Q v POT STA 2l +15.85 / W S.TAIL 05B / _ P -SPECIAL LATE L V DITCH DETAIL D / l l/ /-� -P N 135/ US311 POT STA 122+ :93 o`' �l R -POT STA 2/+45.08 NN oe 133 y °l� 4� / o w P � USA m B P l P�Q N l l l /l - - l t 1 + I / � / 20 0, �a/MH �� 62 p C Z?s HC Z ��PJ o� / / o / / S S a. 32 5.23 / O � Q c s8 Pl Sto 17+19.25 / �� 11 ��/ /l�� y/ l A = 33 54' 56.0" (LT) J�' // /��' 17 / / L - US 220 POT Sto. l3/ +7 :78 = ? D = 22° 55' 05.9" � SEE LATERAL BL E DITCH ® / - / /- / / � � / - + / Q O / R A PC Sto. 16+43. Y NC l35/US 3/l T St ll9 6 . 5 8 L = 147.98ROCKINGHAM COUNTY SCHOOLS lr / _ _ // / // T - 76.231/ / Y NC135/ US l POT ST l 6�`50/ / l END USE WALL RT R = 250.00' = DB 764 PG 591 / -RP A- POT S A 17+59. , / / l // -L- STA. 133+12.60 CONVERT TO JB w/MH AND �.' / e = 0.040 ADD PIPE STUB -OUT C BG / END USE WALL LT RO = 76 - - - - 6+68.5 / l DS = 60mph 80.00 LT 80.00 LT A- Rt / I -L- SPA. 152 +33.59 4.5' 11 / l�=` / l l / F CAT-1 B� / H N - Q / / / / / l q8„ 8 8 L ADJ .-- �S3f1-P6T A 116 .26 l l y/ �l // "� / // / / � PECIAL LATERAL 'V' DITCH i / Ili � � EMOVE HW ,•% �, cry � JB w/MH � , \ �, �,m 0o� -RP A- POT STA l7+ l 11p �/ �/ TYPE III SEE DETAIL 05F a /� , �� Q 4T Q 48" 8 C •• + CR TYPE III /Q �p CAT-1 / Rcp C / C F N1y o / R RE VE -Y - PT Sta. 117 +41.13 / 11 l - - - ts �/ r GREU TL-2 _ o -l � - NC 35/US - _ EXISTING Riw - 1 CONC AT / _ CONC WW 4 -T -j G Cg V O TYPE G -1j / N C ISL n _ 3� & � - E -SERVICE ° - I 3.5R 1 CONC IS I l NC l35 2' BST �y MTL 0 N C F � 0� o _ CONC ISL � � - T � � � WALL SIG =1 SIG 0 • I MA �-Y- NC/35/ US3// POT STA /22+92.9I 0 ESTB 1RTONS\- 245G 5 S IGEOTXRP +32SEE DETAIL � / ; / EXISTING Riw INSTALL 244 LFjco �l CIPP LINER �f I l 1 CL B RIP RAP (� v • I \ I I EST 2 TONS RETAI IIJ� /J� / / I �/ Q'QSEE DETAIL '5G' � I I CDEP I 7 SY GEOTEXTILE � SYSTEI�I � / y � i STA_ 18+. Rp� BEGIN USE WALL LT l ��' l l/l -� / V ° \--�JOH � � Q cP I _ � �/ II .EGIN USE WALL RT CL IIP� NSON & CASE INC �� / I L- STA 130+52.9174.5 T l II 11 / / l l/ / O 614 `oLY DB 1517 PG 1984 m I I / II / -L - STA l3I +14.09 74.5' RT / /� / V . o " R P ; / / / X v DB 1341PG 2349 z 7 CL B RIP RAP"II I I -Y- NC135/ US3/l POT STA 11 4 .2 / y l PB 77 PG 55 o O EST 2 TON I / / _P 63 ,'PG _44-- 7 SY GEOTEXWfI E I I/ . i I� -RP B- POT STA l9 62.16 ti l -Y- NC135 US3/l POT STA 122+89.13 rn _ _ �,l / -RP C P T STA 19+27.07 k /PSIMAYODAN LLC ; 6 3.4 3 RT \ I H , I m -Y- NC135/ US31/ OT STA �6+31. II �� l _ / �� // / DB 1500 PG 18 Ui m Z 1 III I Q - - / - + / /JP / / DB 1493 PG 1240 / �L o 11= I I RP B POT ST 19+32.02�1/ o/ �� DB 1495 PG 277 ° ,�1� ICI / a rn L col o JI^ -RP C_ PC -Sta. l5 +5/.50 �P / I �� / /QO \,I II / 0",NOTE: 8 C&C,} / II Y�o I ` of w i II`� 1 / a THE PROPOSED T PORARY IMPACT \J� / y�Z i l I WILL BE FROM ND INSTALLATION / q, // \ B, / H c� __ i W / RETAIN OF SILT FENCE. OPOSED ACTIVITIES 4_11i�' / / 111fff / � SYSTEM WILL INVOLVE OOT TRAFFIC ONLY o �° AND NO HINERY WILL ENTER THE / ,� �� �� t? , �18°C&G -III / GREU TL-3 �sJURISDICT AL LIMITS. ANY CHANGE / i �e�o� � - l N z�HDPE I I l / /l �/ II / TO CHA NEL GEOMETRY AND/OR �, E m} RETAIN SYSTE / / �II VEGET TION WILL BE RESTORED BY Pi N 8 0 \ i /j/% HAN ONCE INSTALLATION OF SILT 829, /�' ��� m I _ / / /� SRETAIN YSTEM FE EIS COMPLETE. RIPRAP WILL BE 26S 9� 6° F / / / 1 ALLED ON THE SLOPE BY MACH ��,� / F OM THE WORK SIDE OF SILT F" SEES U STA. / � F a / // / /II / D NO IMPACT TO STREAM / �} MCMICHAEL MILLS INC. HEET 0,5 00°00 \\ / y� II l PROPOSED FROM THIS ACTIVI ./ / DB 1369 PG 128 / \\ / -� '��T // / / / / RETAIN4. / oo cb • / �/ SYSTEM 27 ° �0 3' 00.5" (LT) 49 /5.3 \ L - 359.92 y� F / T = 182.77' n ` S� R = 840.00 00 O )4 S e = 0.040 �� V OOO �� �� / / SEE OTE RO = 88' QD O J �o S� � � DS = 60mph -%A a �� / \ C / ROCK PLATING W/CL II RIP RAP SEE SHEET 09 FOR -Y- PROFILE STA 15 + 50 - 16 + 50 RpC Rt. SEE SHEET 11 FOR -RPA- PROFILE SEE SHEET 11 FOR -RPB- PROFILE N� CD -0 0 0 z� Qz� oo � SEE SHEET 12 FOR -RPC- PROFILE SEE SHEET 12 FOR -RPD- PROFILE SEE SHEET 14 FOR -L- PROFILE SEE SHEET 15 FOR -WALL- PROFILE XXO / o PAVEMENT TO BE REMOVED O to Z 0 w -% - PROJECT REFERENCE NO. SHEET NO. CT ` I US 22-Z -& -NCL35 Z� US 311 \_ ( �� ffil Prepared in the Office ofo Pl\St0 112 +gl•ll Pl S o- 116 +23.66 J � PERMIT D RAW I N G 11p , OHNSON MIRMIRAN & THOMPSON INC. _ 1=5898_05US 220 l7 42' 02.1 (LT) �= 9°38 /7.5 (RT)/ ��` �FI o � � \ � � „ � � � RAW SHEET NO. \ 15,904 / \ \ 4° 05' 33.2" D = 4 05 33.2 �� SHEET 5 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606 ROADWAY DESIGN HYDRAULICS /_----- `�LIL 4\32.5%r� L = 235.5/', R_ �P� /i/ , s�s�` - ✓ 1,550 /,875 1 / \ �� -\ 2/7�9J T = - ll •eJ ' oo�� ,' , ,� '9 �� DENOTES FILL IN 50' 0' 50' 100, 150' ENGINEER ENGINEER _Y_ 75 \ Z /�\ , `f, 00.00 - = 1, 00.00 / �� WETLAND DENOTES IMPACTS IN / , SURFACE WATER C� 13,750 � 17,150 ,-Y� 1 / = 4 -. �Q / / 1,� S x GRAPHIC SCALE NC l35 J5,89 G US ll 1,"Z \_ 0 e 0 0 �� ,/// 6Q , \ ��T�® ��� ��,AI�T� \ - - ^ \ ' RO = l32' ��0� //%� QG Lam' / / O DENOTES EXCAVATION nn� DO NOT USE FOR % W ACQUIISITIION - [� / J 0 IN WETLAND DENOTES TEMPORARY - J 3,954 8,lOCs ( \</� DS 40mph �` // p ��;�� // / ��OO IMPACTS IN SURFACE WATER / " CL B U _ \ _ -RAP�S EST2 TONS 2/ 675 _7-,SY GEOTEXT(LE/ OO 0 �O � D \ 6a5 / 2604 S 24 9f 2044 ADT \ US�29 - - , - - \ \ / \\ \ \ ///� ,' G� % ✓ / 9 \ �- I I 1 \ \\\ \ Q� _/ TC/ /� • /� I�l/ �l//ll / DOCUMENT NOT CONSIDERED FINAL f ✓ / °� \\ ' '' RA DITCH / I S� /\ ti / I I Il 111/l / _ - - L- (Existing) SEE IL 05A / - ' i ST 111 1 I II / /// . UNLESS ALL SIGNATURES COMPLETED U i E ro U o� co( ^, c I `F o� CVO-F CV U CV L o-C CV az- oz- S5 Pls Sta_134+16.29 - -- - PI Sta 143+32.55 _ _ Pls Sta 151 +46. \\ \\\ a - _ /i�f/ % • _ • _ ,. - - � • \\\ \\ ,, -8s = 4 /0 35.5 = 3 37 29.5 (RT) �s = 4 /0 35 �5'`\ \ \� \� /ib��/// ' / /i / / // I / / I _� �% �` �� I I I ll� /► 111 ' D = 2° 28' 29.9" Ls� = 337.50' \ \\ e Q / //�/' (, / �/ / - / , - / % /'� / / 0� - J \ I 2 ¢� `i 1 N / 111 lll� / Ls 537.50 I \ , / / / / / I I / O /: ��k(�-���1 / l I �L RAL ASE D�CH LT = 225.06' L = 1,439.40' LT = -225.06� \ \� \� /i/ ,' i // / / / I / b / I /� �// O / / / / /// .// //a I / CIE AI �05E -- , �/ ,' / o / / BEGIN SB / l y I / / / I/ llllllll I / / % m - f156 _ _ T = 743.82 _ ST = 112.56\\ \ \ \ , / / ��, / b STA 15 + 0 -IAA J US3/1 POT STA 122+96.5,3 / I I II / I co // / ,1 //P / / 4 - IIII • a y � 1 z /TST A 21+t5.85 LATE DITCH 05E \�T% SPECIAL LATE + I I I I I01 I `° ,d5/ US31/ POT STA 122 _ J15" T_ STA 2/+45.08e �363 °jp� Ca qNC /.2360 �2S-RP A 4 S;132+5 -- + _-;' Pt §te-17 /9.25 --680 0 33 5 56.0 L - / / / I/ US 20 P T Sta. l3/+7 .78 • ,� - - L��TERAL� �1TH ® _/ D -22 55 059 _ / �- --SEE- i / / -R / A- PC Sta.l /61-43. / � NC / 5/US 311 T St L = 147.98 - - - ' \ / / /III /o T = 76,23 - - / / J / 50 / ' / 6�D MISS L -ao�Ic�a�AM cobn�tY se�roet�l / / / -Y- NC13,5/ S P' / R DB 7 �c 5�1- / / / / _ / - / / -b- A. l33 /� 0 74.5 : RT / RP A POT A --CONVERT s°us BOu 6N�- _ // / ,.'j \ / / Q / / / oa9 //� // // / c BG / END USE—- ALL LT_ // / // l / y I�/ �/% / I - - - \_ / l I I llI / 11 II , �� \ - 55 -6�h - - �- ��q A- Rt/ �/ / / / / I -L- SPA. 132 +3 .59 ll / _` / // / l � CAT-1/ - < / / J . � /f / ' 'Il / AD3 311-P6_T ,� ll .2� I yl �� // l �, _ _ ? TYP III /. PECIAL LATERAL V PITCH I < w/MH \ \ -- / 9 / / rr '• / % q/�� / !V°// 1 I RP A POT STA-47 l /�Q r �� ti/ / CAT �/ jSEC\DETAIL 05F \ \ RE�1 J - + \ \ / / l K Y P7 Sta. 1/7 l3 -Y PRC Sta. 5 +05.6 / „ ge�cs Fi / A 1 �� / �) R _ 48 / / I I s �REU Y C BCCS C / z S3 FLOW 9 � OINSET RE i4 NC 135/US 311 6.5BST / EkSTING R/W G-` J _ SE"LE' / \/ -v / / _ E / // // / / ISL i4C IS l C - N/3 .- q 235' BST -68 / ///l I/ll _Y_ 635/ Al" l POT �S l 2+9 /i/i _ 1�B RIP 1- / D 24 - - E-$E ILck v / / �6' / all / (� ///// 1IIII J / / �i EST _1-YONS� 2 c� / / / 5', GEOTEXT _ H _ _ o e III �l b �l ll II l 111 -RP / f +56.32 / / �\ \\ y, - �/ // I �L L ' xl IRIS Rf4µ ��sT�,rr�4 / �' l 1�/ / \ IG/ - I� RIP RAI� I / �%/ -� _-�6g0' - �-- •- I \ CB / EST 2 - 3E�DfTAIL 'SG' I\ DEP // �// / \ / - Z SY GEOTEXtILE // // �/ l l \ / /I I � l// l I '1 1 / / 1 / / /� �T 18� ova R 1�+ / ) / / / l L / l l �/ l / �- � / I I / // / / \ G - p \ l ( - BEGI N U E W A�LLI T �// /////I �`� la l l/// , // 4o / / / // �/ o AEGI M E/GV R / / I I I /b B\-�////ll _ - /a/ i/ E � 0 DB 1517 PG 1984 m x I / / / / /// / �/ ll l / - A � 1 *14 74 T/ P DB 1341 PG QI i \ / / / 1y. I // / / / I / // Ill l l/ /� / 3 .09/ l I / / // �% ///`' l // 2349 c� CL B RIP RAQ / / �b /� �� l l llllilll� / / // / / / l l / // / %/ // // / / / V 11 PB 71 G o U jsT 2 TON II i t I / / l l -Y - NC135/ 3/l / l 4 .2 // �j y - 1 P 63 ; PG-44----� \ 7 Y GEOTEVrI E /I \ \ i IW / // / R �- POT A� i6/ / / ;/ l ll/ 1�35 �15 1 OTi ST .lam I l / // I Q / •I � � \ � � Il l � � . , l \ l \ \ 1 \ l l l 11 �T-A�l .Oi I / / / / n� - - / \ I ► / / // � V �/ l l /Ill 1 z - / J l // / / / / / Fisl MAYODAN LLCM / -\ / 1 / // �, //'// l //III / _ / I �.") �/ �/ / / DB 150(iPc \ 1 �,� / II I I m / / Nil. / S lT // ,� J6 +3/. I \ ///' III ,� / / I / / /�/ 1/ / � � / 14 P 4 \ m o U III,,, lII II l/ll// / -R P / =c '`�� ��l / �IIIII 11 i -i / I /� /// J / / /, / / / �, IDB �3 G 0 _ \ � `' to a rto I�llll 1 III I � /// // / � \ \ s � � / �I l/ / �� � � /�// •ii%/� �A � � /DB �-�95 PG Z77 �I// \ -� ll jll 1 �P : t5�+51.5 o• I / OO �, P1FQP�ED T P�R�RY IM A T� % \ / �J //// y// /ems \ I Q ILL- -FROM Nn- IN -STALL Tro / / ( /b// / / /// %�. / J B, �..� O \ �- J / l/ �� tl// l I ll�/�/ / I / / / �/ l l \ o L� / III IIII / / // o \ . / // / / F' ILA FLOE. oPosED IwTIEs \ // / / / 141 MILL INVOLVE ^OT TRAF C hNLY 1 c' C`"` I II / �' IIII / / / /// / N6 NO HfN RE Y W1LL-ENTEk` T-RE� I J . / / / / / /S;/ �I , , ���-----s°I1'��lll/ l / 6 - 5 �l 8 C&G / / ✓ �/ II /JR4�SD+C AL 4Av11TS�AN CHANGE N_� T IS„HDP I III /l l / /� / // 111 �l 777 / / / l TLC �O CHA Imo% GEODE ND/OR / / / /j ° / j / o EJ IIII 1 IIII I / /. l 6//r`� // / /. , RETAIN syrSTE l / I s l/ II / / l l/ VEGET • ION -WILL BE RESTORED BY c� /Y III III /II \ / \ // / / // ��' / / / /// - HAN ONCE t-4STA4AT SILT �Cym/ / it III II c�a I / /// / / / / / / / Il l TAIN FE € I�Ct3MPLE. RIPRAP I L BE L/N / \ / // / / - /// � M I ALLIED ON THE SLOPE I 'MACH //�` /o \\ �` r eMJrWE WORK SIDE OF SILT JF � �} • / / ` � -� � EE S ° / F \ / / �% / / / / �// / / / / // // I DPI 10 r�nP �O STREAMS / / ° %/ / / / J�rCM'IA�L s INC. HE 0 / �� II l ROP SEp FROM HIS ACTIVI / / f / / I �-P � \ iQ �✓// / / / U Tk3/�� f _ _�-r_\ [�s In � � T \. �//llll l l /\\ , / l� l I / A 11 � � � / - � // /,(�' '/ � ei / / •i/� f � ° /�5" (LT) 3049 /5It .3 T=182.77 n T O 2�� S� \ /'ii ://�/ e = 0.040/1 � TS 8 OOO ��` ,p / // /%///�i0/E/ ,ATE RO = 8'l / COqA r' DS = 60m h �\ / // �,/ / ROCK-FLATING W/CL II RIP RAP S /��/ ST 15+50 - 16+50 R C Rt. SEE SHEET 09 FOR -Y- PROFILE �� / SEE SHEET 11 FOR -RPA- PROFILE INSE/ //r�; �� J /� SEE SHEET 11 FOR -RPB- PROFILE / °% / /� j? / / SEE SHEET 12 FOR -RPC- PROFILE X SEE SHEET 12 FOR -RPD- PROFILE /" OO q j/SEE SHEET 14 FOR -L- PROFILE °DO /l PAVEMENT TO BE REMOVE SEE SHEET 15 FOR -WALL- PROFILE V) z O w 6T cr co U L i E ro U or CO( ^, c I `F OF CV Q C\I L o—c CV --n C� �U Qz- i lP o 0 oz_ ` �e-0red n�h2 Office of PR( \ \\\ \ >3 PERMIT' DRAWII�\�v/ �7 - ��/\\� �� �exNSO „�r�xNrlx�ly, _ THo n�S0I / US 201 / 1) us 3// \ )22 \ \ \ Ileu I I ��� /5 0 / / 75 \ ems, z % �I-- \ 17,150 -Y - \ \ \ r\6 0,436 US 3// 100'-\ \ 2024 ADT 2044 ADT Pls St� 134+76.29 Os 4° 10' 35.5" Ls -- - 337.50 LT = 225.06" ST = 112.56' INSET REFERENCE ' ' SHEET NO. —,10 HEET NO. 30 8ia�iS�,��7605 — - --- 0 ROAD � Dal HENGINEERS DO NOT USE FOR cr At c. —J FE­ -T.-is t 'Ac0uisiON \� -N) %/�� i �� / _ // /� / / / '?S /��--��Sl7MEFNTNbTCO �° R f — - - �' \ �_ 5 //� / / %/ j / '� — ju L SHALL SIGNASI 11 00 — .725--- ;D FINAL MPLETED Ay 20 / ROCKINGHAM COIF L (Ex(stin ) I 1 \ \ J \\\�\\\ \~ \ — / . // / // r r 8i / / Pl S �� \ \\\\\\\ \\ / l43+3�.55 tb 9 —\\%o � 35 37 29.5 RT�\ IIl 5 � D = \ 28 2 9 �� l cL� 3 7 50 L = 1,)439.401 / �/ 1 L\7� - 5.06j / \ _ — // / // �,L �� / // / / /i 1 /11°/ / / I /// N r /y°\ �_ 56' \=\�\\�1v---��ij�ji�/i/i ///////'�--� ` / // 7`� / ///// 1. T = 743.82 I I ( 1 ST F 12. / / _ / / / //// % � /i / /i / / / / /y �/// GIN CONSTIRUCTION — R=,3/5.09 /� -RP D - PO ST A. l0 +00.00 °� P TV705 BEGIN CONSTRUCTION — _l _ — — — _ _ ti— + / // / �� �� //i/� / l / / / J I l / /// l O I / I -RP A- POT ST A. l0 +00.0 i 3 _° - - - _ -- _ _ - - / / // 7/ /0- ' \ / / j/ / ( ! / /` I /// WALMART REAL ESTATE �-— c,/_ /y �// �P / l //�� /% r� , • , � I � I / I DB 1227 Pc 1476 ' // / / � � � / / / oh�/ / /h // '/ / I 1 /// PB 55 PG 62 77 <v / / \ —� \ J / /� llllll / / /�i�/ T,j /l i� — / � l 111 l / / 695 l liil / / � \\\ \ � I , � , ///��/ �� � %/ /� \ � � �// � y �— i''/o''/ —'� ll ljl//I // /�/ �°� / I \ /� / � � ✓ 11 � \ \ %7Z_//'///0/i T �//°�� /,/�ii �� j 1/%llllll ' // /�/ / / /irl I I� 1/11I \ ARP D- \ l \ \\kZ_\ \� C - - - / // /i ,' (,' /i ///// /� / //,/ / .�// /// / —X 1./IIIII /� // J '/� `°/ \ %�\ — l Ql Sta27306' 47.0 �L�J /// 40 05' 33.2' Q >�\\� S• /i/ii� � ' r /// / �\ /��j/ l /jj�i' l/�llll / // l / �\ //� h�¢ lI // \\ s= 662.50' \\\\/��i�/' / �^ �� / /i J � l 11 l l 111 I /� //.'� � \ �, � _ � / yb_�\ \\\ \ / / /� /�ii / /� / /// / / /// y /�°/� / l IIII / // /% / \ Q� I 1 T 337.57� l �o�11l / ,r`/ R\= 1,400.00' \ /i/ / J z / / I l 11 /ll / �.✓ RO - ?08 %C� �rilesllllll/.1/� I \/� / � DS = 60m hybQ y / ,�//l llllll/ z�// p lb / l \� \ •___ / �1\ 69S. / / �` bqg �`/ l // �,. / l l i / / C 1 < < �/ (� l 1 �"\\ —569ex \ I: -HD D - P Sto. l6 +62.50 / / / \ CIAL- LATE L 'V' DITCH Q °y /// I I / SEE DETAIL 07A / / / //// �w\ip FALSE 07D �'1 // /// 1 L//w` / / \// ETAIL 07B — / jjEr%t LATERAL B E-DTTCHOVE�,�TAI 676 -ES �, ` 685� 2 �N�/,�///i/rl�/ � TI 4 / /R AI 1�1 • n/a I I//I,� / �/ / / / /c,l S `��' � a / � �'/ �' � , � II��I I// �'� ;ii _ _ -- _ -\ . / ' : i I IIIII/// I / /l/ll llll�l � l / •,>l//i/i / � /� (\ 50' o' So' loo 150)IIIII// -( �/ / / /SOECIAL LATERAL 'V' DITCH / P / ///I , ,% X / I / �b9W�� / EE DETAIL F IIIII�fi // / / \ GRAPHIC SCALE /y O \ // /// b r/ l /j$ _ee5— O '��// / REBf i l I l dJ�/ / / q DENOTESIN WETLAND �/ i \ I 1/ .g/ �/ /i lI I j� Q s �e �/' ///lob ) F DENOTES FILL IN �/ //� %%/// \ 4,'�2 WETLAND r % // — �// / \ see SEE SHEET 11 FOR -RPA- PROFILE O SEE SHEET 12 FOR -RPD- PROFILE �� \ Jc �O�DO -\\ SEE SHEET 14 FOR -L- PROFILE 0 OOO ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■n�r�r�n�■■■�in���n�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■[.■■■■■■■■■■■■■■■`�`GiJ■■`ir`ir■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■■■■■�����������_��_��=_===__-_=__==��_�_�_�_�_�_■_■_■_■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■���=====�C�C������������c�:===7C��■■■r��`�=�s�����■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■Ii■■1■C!C�iir■■■■■■■■■■■■■■■■!*!*■■■■■■■■■■■■■■■�■■�C�\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■��■■■CiI■■■■■■■■■■■■■■■■■■■■■■■J�dl■■■■■■■■■■■■■■■■■\,■■■\C�\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■I■■■■■■■■■■■■■■■■■��■■■CI■L■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\��■■■■\C�\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■/■■\■I■■■■■■■■■■■■■■■��■■■CI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■■■■\C�\■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ `■■■■■■■■■I■■■■■■■■rl�\C\■■■CI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■C�■■■■■■■■■�C�i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MEN 1., pli] MENEM 0 111111 ONFAIRIUMME NONE NOR YLVAR WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) S1 -Y- 111+31 To 111+63 LT Roadway Fill < 0.01 30 S2 -Y- 111+31 To 111+63 LT 54in RCP w/ HW < 0.01 16 W 1 -RP D- 17+21 to 18+15 LT Roadside Ditch < 0.01 W2 -RP D- 17+21 to 18+15 LT Roadside Ditch < 0.01 S3 -RP D- 19+18 to 21+03 LT 30in RCP 0.02 211 S4 -RP C- 10+00 to 18+69 RT Rip Rap Outlet Stabilization < 0.01 < 0.01 7 5 S5 -RP C- 14+90 to 15+56 RT Roadway Fill < 0.01 66 TOTALS*: < 0.01 < 0.01 0.02 < 0.01 234 101 0 *Rounded totals are sum of actual impacts NOTES: S5: THE PROPOSED TEMPORARY IMPACT WILL BE FROM HAND INSTALLATION OF SILT FENCE. PROPOSED ACTIVITIES WILL INVOLVE FOOT TRAFFIC ONLY AND NO MACHINERY WILL ENTER THE JURISDICTIONAL LIMITS. ANY CHANGE TO CHANNEL GEOMETRY AND/OR VEGETATION WILL BE RESTORED BY HAND ONCE INSTALLATION OF SILT FENCE IS COMPLETE. RIPRAP WILL BE INSTALLED ON THE SLOPE BY MACHINE FROM THE WORK SIDE OF SILT FENCE AND NO IMPACT TO STREAM IS PROPOSED FROM THIS ACTIVITY. 2018 Feb