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Home My WebLink About20200555 Ver 1_U-5808 Permit Drawings_20200426E lid lri�'iiV 'Sion, (Version 2.08; Released April 2018) North Carolina Department of Transportation Highway Stormwater Program � STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS WBS Element: 44381.1.1 TIP No.: U-5808 County(ies): Union Page 1 of 2 General Project Information WBS Element: 44381.1.1 ITIP Number: U-5808 I Project Type: New Location Date: 7/3/2019 NCDOT Contact: Sean Epperson Contractor / Desi ner: Roger Weadon Mead & Hunt Address: 716 W Main St. Albemarle, NC 28801 Address: 111 E. Hargett Street Suite 300 Raleigh, NC 27601 Phone: 704-983-4400 Phone: 919-714-8670 Email: sme erson ncdot. ov Email: roger.weadon@meadhunt.com City/Town: Matthews Count Ees : Union River Basin(s): Yadkin -Pee Dee CAMA Count ? I No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.59 Surrounding Land Use: IMixed (Rura,l Urban, and Commercial) Proposed Project Existing Site Project Built -Upon Area ac. ac. ac. Typical Cross Section Description: 4 lane (2 each direction) typical section with curb and gutter and raised grassed island No existing road - site is on new location Annual Avg Daily Traffic (veh/hr/day): Design/Future: 21650 Year: 2021 Existing: Year: General Project Narrative: (Description of Minimization of Water Quality Impacts) There are three wetland areas withing the project limits but only one wetland is impacted by this project. There is an intermittent jurisdictional stream that is impacted by the proposed roadway. The wetland and stream are directly adjacent to the existing interchange that this new location roadway must tie into. Standard design concepts have been used from the BMP toolbox to minimize impacts and provide minor treatment/protection. Rip Rap pads have been place at pipe outlets and preformed scour holes have been used where practical. Waterbody Information Surface Water Body (1): South Fork Crooked Creek NCDWR Stream Index No.: 13-17-20-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? I N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) I I II�;�iWc'1 ■ North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: U-5808 County(ies): Union Page 2 of 2 Preformed Scour Holes and Energy Dissipators Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Energy Dissipator Type Riprap Type Drainage Area ac Conveyance Structure Pipe/Structure Dimensions (in) Q10 (cfs) V10 (fps) BMP Associated w/ Buffer Rules? 5 -L-53+41 RT (1)South Fork Crooked pSH N/A 0.3 Pipe 15 1.5 1.9 No 5 -L- 56+62 RT (1)South Fork Crooked pSH N/A 0.3 Pipe 15 1.8 1.6 No 5 -L- 60+66 RT (1)South Fork Crooked pSH N/A 0.3 Pipe 15 4.9 3.0 No Additional Comments - Fteter to the NUUU I best Management Practices I oolboX (ZU14), NUUU I Standards, the reoeral HlghWay AomInistrahOn (FHWA) Hydraulic Engineering UIrcular No. 14 (HEU-14), I hlro Etlltlon, Hydraulic Uesign of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. l L a U T 0 00 Ln i U) U L 0 0 E 0 L o� c w w U) 07) CV U I _j =7T ooCO O n V O U See Sheet 1 A For Index of Sheets See Sheet 1 B For Conventional Plan Sheet Symbols 4 / � o � o�� 74 1365 END PROJECT Gttl�.10 Stallings 1367 1365 1008 368 1009 1367 1371 BEGIN PROJECT 74 1008 Indian Trail VICINITY TO SR i THIS PR C LEARI P THIS PR STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS UNION COUNTY LOCATI0111: CHESTNUT LANE CONNECTOR (SR 1362) FROM MATTHEWS INDIA11l TRAIL ROAD (SR 1367) TO GRIBBLE ROAD (SR 1368) TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIG11tALS, AND STRUCTURE M,qp I WETLAND AND SURFACE WATER IMPACTS PERMIT STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS NaCa U-5808 1 y4TATE PROJNO. R A� PROJ. NO. DE�CRiPTION 44381.1.1 WA PE 44381.2.1 RNV & UTILITY PERMIT DRAWING SHEET 1 OF 9 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for NCDOT Division 90 in the Office of: HYDRAULICS ADT 2021 = 21, 65 0 111 E. Hargett Street, Suite 3 00 Raleigh, North Carolina 27601 Mead Ilunt ENGINEER 50 25 0 50 100 ADT 2041 = 24,650 919-714-8670 1 meadhunt. com NC License No. F-1235fthwo p �oa�, K — 7 % — LENGTH ROADWAY TIP PROJECT U-5808 0.541 MILES 2018 STANDARD SPECIFICATIONS PLANS D = 60 % LENGTH STRUCTURE TIP PROJECT U-5808 = 0.046 MILES RICK DECOLA, PE P.E. SIGNATURE: 50 25 0 50 100 = ° * T 4 /o RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIGN V = 40 MPH TOTAL LENGTH TIP PROJECT U-5808 = 0.587 MILES MAY 17, 2019 SURAJ SANGHANI, El ENGINEER PROFILE (HORIZONTAL) o ° TTST = 3 /° DUAL =1 /O a� 0" PROJECT DESIGN ENGINEER 10 5 0 10 20 F U N C CLASS = MINOR ARTERIAL REGIONAL TIER LETTING DATE: DUNE 15, 2021 SEAN EPPERSON, PE P.E. NCDOT CONTACT PROFILE (VERTICAL) SIGNATURE: (N O Lu w ce 03 C 0 0 <9 0 0 a E L Q 0 T =I 0 0 0 0 0 0 a� L 77 C N C7 O L a� w 0 0 0 0 w U) rn C) o� cv O L �L �=o o oCCI'- BEGIN CONST RUCT IO -Y2 - STA. /0 +40.00 WOODS rB�n _E ®_ T F SITE 1 0, SITE 2A DO NOT DISTURB _ SIGN a rn / 25' BST l =y2- POT Sta. 10+00.00 -Y-2 - PC Sta. /0 +50.00 G J VQRI / /29 E -Y2- PRC Sta. 11 +42.76 PI Sto 62 +10.64 A = 8" 11` 40.4" (LT) D = 3° 49' 11.0" L = 2/4.53' T = 107.45' R = 1,500.00' e = 0.03 RO = 114.00' -L2- CURVE DATA PI Sto 68 +18.89 A = 1*15'19.0"(RT) D = 0° 30' 00.0" L = 251.05" T = 125.53' R = 11,459.16' e = NC PI Sta /0 +96.38 A = 0° 55' 39.3' (RT ) D = /* 00' 00.0" L = 92.76' T = 46.38' P1 Sto 70 +69.94 A = 1* 15' 19.0" (LT ) D = 0° 30' 00.0" L = 251.05' T = 125.53' R = 11,459.16' e = NC -Y2- CURVE DATA P1 Sta 11 +89.14 A = 0° 55' 39.T (LT) D = 1° 00' 00.0" L = 92.76' T = 46.38' P/ Sta 75 +55.62 A = 27° 45' 5/.2" (LT) D = 9° 45' 19.9" L = 284.60" T = 145.15' R=587.32' PI Sta 16 +64.88 A = 15° 23' 3/.0" (RT ) D=10°4458.8" L = 143.19" T = 72.03' JECT REFERENCE NO. SHEET NO. U -5808 1 6 W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER b O NOT USE FORW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I I I E. Hargett Street, Suite 300 Mead I l u n t Raleigh, North Carolina 27601 919-714-8670 1 meadhunt.com NC License No. F-1235 D I l - G - - - - - - WOODS O L T R = 5,729.58' R = 5,729.58' R = 533.00' BM 53 -- S / e = NC e = NC e =EXIST. PERMIT DRAWING \ n 0 � DIANNE B. HARTIS / _ DB 154 PG 642 SHEET 2 OF 9 /p'GR oLn -L2- T St 63+1 72 F� l - - =y�,PT Sta. 1235.5/ /' BENT EIP Il I II s 6 / // Po i , woos IP CD ,I ALTON PROPERTIES, LLC. / 01 ' -L2- PT Sta. 7/+95.46 WOODS DB 4747 PG 659 15 / I� ' S ELIZABETH I-HARTIS ALTON PROPERTIES, LLC. R P- B�/ s DB 1217 PG 515 DB 4951 PG 760 -L2- PC Sta. 74+10.46 GV GV / I _ _ _ jp'GR 26 - - I SPECIAL LATERAL LT $„ WL / i I - - -�- - DITCH / ��N /' I -- ---------- --,SEED _ � 27 _ _- - w/MHF� / �BENT�IL - _ -rP� E=j / JAMES DOUGLAS ARIyISTRONG N - I II - - - _ R LARRY A. WKINNEY L " ' - F 1 S\ TS 1; /* C< 'E I \�TQ N '6 IND� .'TRAIL DB 468 P / PC ICI \ PG / i \ EI9 O / + - - - - DB 1203 PG 591 IR 1 EIP C WOODS 28 • ° . \` D �� -� - - - - - - _ I �� - T FI ' ' / � � � LT - 7 OVEN 0 A L 1 P-I / \ - - -r- - -�� - - - - DB 5468 PG I - CB PC PG 900 - PC PG 830 / W - � I-L2- CB --------AND PTEND - - _ _ _ _ _ - -P F - �- BM 51 _ _ o N I DI _ Lr------P �� DI 5" -IV CHESTNUT RKWY 22' CB - - - - - tiI 18"C&G BST- - - 1---_P___--- CB EIP / �, 18" II II^' 00" C&G C - =15" RCP _ CB6= `•s w - _ N7C�B = _ - 30" C&G / CHESTNUT PKWY 2 -L2 18° C&G 5 ' 17' 37 " I �F P _-_ _ _ C B 2' BST I .8 E -rJ�- - / - 18" C&G DI SCENIC � - - P -�� --GATEyyAY AND REE ESMT. �I � 3 E \ -- - - - -ELT 96' CONC J - -P-�$ - P - - -(�C� �_ _ 5 RCP/C IS G - - \� °o EATER MAIN CURREN TL y - -- // - P - 72-coNc= ��-[ i- F II } U I I NDS HERE A T g� LTA - - -- E IP ' /II -L2- PRC /Sta. 69+44.4I I oDl OWOFF _° �_ ;, • LTA U5808-5 IrF Sta.6->�� LT DI -L2- 4+66.20 l vlf� " - - L 1 I I � Y2 Sta. 13+43.12 � T BSTI I I �°�' 9 QL T I I' II 1�' I 1 I I - - - L TO 15„ ON OF INDIAN TRAIL F END CONST RUCT lON I I � 0o I DB 5468 PG I � I I I � 2SMTLBUS _ PARTNERS IN HOOPS, LLC. N - l// -L2 STA. 66+00.00 I DB 5968 PG 143 I o 11" N DI I PC LPG 900 a I I I PC L PG 900 I LA to II PC N PG 222 I I I oDl , , I I END TIP PROJECT U-5808 II / PC Sta. 66+93.36 I ►°SITE 2B-L2-m I TENNIS COURTS I o/ �} � � I � II a NN I I I I �� \\ 18„ &� �� , , I I IN -L2- POT STA. 72 + 00.00 �• II � I I to &G I\ I I to I I I � ]LT , LT I I.121 I EhL T I� I l � -Y2 PC Sta. /5 +92.86 o I �" - - + I I I I � I�� I I � oDl X-�- 1�\ I I I I SOCCER FIELD X" I n BST I I I CANOPY / / I X-0 I I Il box 1 _ _ I II I I 10' CONC I 8 l N I Xo / I - 'O' CoNC LT = - P= _ x I I �X ° ° I I l8'C&G LT I I Iz DDI / / -P- DIo I IoDI I I SFicI I I I TOWN OF INDIAN TRAIL - - - I? 10 o; DB 5468 PG I I� LT I I I C-), BST 7 PC L PG 900 L -� CONC - I L - - f18'C&G PC N PG 222rl -Y2-LT PT Sta. 17+36.04 s / 20' SANITARY S=SEMEN SS-® `n 22 S 18' C&G 72" CoNC - /C8 CHESTNUT SQUARE OR 22' BST / +-�X X -X q8, WD 040 6 END CONSTRUCTION `� -Y2- STA.17+40.00 -Y2- PC Sta. 19 +56.38 W/00DENOTES TEMPORARY //' IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND * • * DENOTES MECHANIZED " CLEARING DETAIL SLI SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural �•1 °et Fill Ground 3.7\p� Slope D D= 1.5 Ft. FROM -Y2- STA. 12 + 50 TO -L2- STA. 67 + 00 PROPOSED SIGNAL [FOR -Y2- PROFILE, SEE SHEET /0 FOR -L2 - PROFILE, SEE SHEETS 8 & 9 FOR INTERSECTION DETAIL, SEE SHEET 2B -2 tN O LU w ce PROJECT REFERENCE NO. SHEET NO. U -5808 6 C3 -L2- CURVE DATA R/W SHEET NO. ROADWAY DESIGN HYDRAULICS PI Sto 62+10.64 PI Sto 68+18.89 PI Sto 70+69.94 PI Sto 75+55.62 �O ENGINEER ENGINEER 0 = 8° ll' 40.4" (LT) 0 = l° 15' 19.0" (RT) 0 = 1° l5' 19.0" (LT) 0 = 27° 45' 5/.2" (LT) BEGIN CONSTRUCT 6� , - 2 ' Bs ° ° ° ° Q" -Y2- STA. 10+4 , � l D = 3 49 /l.0 D = 0 30 00.0 D = 0 30 00.0 D = 9 45 /9.9 ��®�� CIO = 2/4.53' L = 251.05" L = 251.05' L = 284.60' / / y i _ ,f l - i - - 4 i DO NOT USE FOR / W ACQUISITION L U O O I co a I F- I T I O 00 Ln L 0 4- E O L o> L w w O D L 00 On-F --=- T - 107. 5 l 5.15 I -- 1 l =�2- P' St . 10+00.00 R = 1,500.00' R = 11,459.16' R = 11,459.16' R = 587.32' Q� e=0.03 N e e- NC - C D _ _ / c� N / -Y/ P St . l0 +50.00 RO = 114.00' e J/ C R/ -Y2- CURVE DATA D/ � � 2� 706_ Pl Sto 10+96.38 Pl Sto 11+89.14 Pl Sto 16+64.88 DOCUMENT NOT CONSIDERED FINAL o , / = 0° 55' 39.3° (RT) A = 0° 55' 39.T (LT) 0 = l5° 23' 31.0° (RT) UNLESS ALL SIGNATURES COMPLETED pp _ 6 Sl -Y2 - P C to. l +42 76 S D = l° 00' 00.0" D = 1° 00' 00.0" D = l0° 44' SU.U" 111 E. Hargett Street, Suite 300 p L = 92.76' L = 92.76' L = /43./9' 1 Raleigh, North Carolina 27601 Mea Iunt -E CS ; - - 9 � 7� WOODS T = 46.38' T = 46.38' T = 72.03' 91 NC License No. F 1235 om � E -G-� - - - - - - - 7� � • L T �-� R = 5,729.58' R = 5,729.58' R = 533.00' g ,, _ _� � s / n WOODS s IA HARTI e = NC e = NC e =EXIST. PERMIT DRAWING - � NNE B. - DB 154 PG 642 8 Ln SHEET 3 OF 9 _ _ / � =YG ,PT- Sto. l2 3 5/ ,� � 6�g - -- J 697 WOODS s IP 6�6 / I I � 6 �q R n 99 8 _ / LTON PROP -L2- �� o. Woo PR PER IES, LLC. C�� , 6q 4 47 P 659 1y� � 11% � s ELIZABETH G. RTIS � �� ERTIES, �: 6�� 8 ED 0 DB 17 PG 51 DB 4951 PG 76 �o Shy 694 - - P to. 74+10.46 R P- B , R 66 95 TS G GV / I /U'GR z - - i S IAL LATERAL 99 @ ) �� L 6 9 4 ' l 11 ---- - 8' L -- --- 27 o D -_ =V� s V JAMES DOUGLAS AWSTRONG ' w/M� I o _ _ - - 6�7 J9S. LARRY A. WKINNEY SITE 1 < 695 - _ 6 6 9p DB 1203 PG 591 6�0 5 ,� c / 69�9 . 6 W s � P 28 • (D / 6� 0 D - - - - - 1 R P I - T - S I / �� CB -- _----- _ _ Pc 900 6 689� i PC PG 830 -D -13 LAND EXTEND _ _ - - - 8g o CHESTNUT PK R ' � � Z 18" C&G WY 22'BST CB EIP ' / o % 8° II ') 30 C �O 15" SITE 2A F - - - 18" P -T P 22'BST 18" C&G 5 ° 17' 378�� E �69 11 co �= 2"CO C - 30" / CHESTNUT PKwY - __ - _-GCB -- - - - / / 692=lLL�2 �_��_ 1 ' / ,� LI +60.00 -L2- 96' CONC,, E ��- - fr9 - �•� 5 RCP C� 15 +21.90 -L2- EXIST. R/W - - - - P_ - L �� 76.66 RT � E9� - / / / 76.66' RT I / 18" G 68 AlAI 6� - _ // - -_ 72°CO - - - _- �-�r- z L2 PAC /Sto. 69+44.41 I I SDI 1 9� - _ = • � -- A I 6� 686 �� JJR LM1 �. 11 II L�� LT 6 689 6 co I,. l � �� ° l / 11 F -L2- Sto. 64+66.20Q�= � 18" � � 1098 h� y� • � ��e 6 8 I �� - - + LT 1 I y Q y F_ / / o Y2 Sto. l3 43. BST L�L T II I I I �O m • I TOWN OF INDIAN TRAIL - - - - co / TR Tl - / END ONS UC ON I I I .y / �J� - I �8 5468 PG I I _ � PARTNE S I HOOPS, LLC. // L2 - 'STA. 66 +00.00 I DB 59 8 P -) I h I PCO L PG 900 SMTLBUS -- 9 / ' / �� I P G 103 o to II �P6'JN PG 222 �I GDI END TIP PRO ECT U--5808 II \S - - + 1 I h 1 I I I I J I IT E 2 B L2 PC Sto. 66 93.36 I TENNIS COURTS ► ° I NF , / / _ �?� 6�,� - I i I IN -L2- PDT STA. 72 + 00.00 INS�� &� o 5 A 8 &� �� I\ I lI Go DB 68 P I c� PC / ,' / � gg� �LT � I I �I Xn -Y2- PC Sto. 15 +92.86 T II o I �L T II I �� I I �� I I I� /�� I 1011- SOCCE FIELD n6 E1 / , CANOPY / /� / I XT� �q � 3) Io' CONIC i � � I I I -o /6' v / lo' CONC L T - _ - P _ � I' (96` �� I � / / ,X ) o / p r -_ _ I r - / _- 0 DI❑ I I I I /8' - LT I G I X ISF ODI 6 P ODIco II TOWN OF INDIAN- TRAIL DB 5468 PG I �� LT X �� I I BST 7 PC L LPG 900 L &G PC N PG 222 C GONC I L - r - - - - a l -Y2- PT Sto. 17+36.04 - W LA1� co S 20' SANITARY SEWER EASEMENT S-® / 111 /� / \ ea +35 72 YLT IDENOTES TEMPORARY 9.9 WOK//' IMPACTS IN SURFACE WATER co DENOTES IMPACTS IN EI P - SURFACE WATER //. l Cg 5 EXI S -YRM/ ESTN T SOU E R co ° co 'BST F F DE NOTES FILL IN S o a� - ND 03 - 72 CO C * DENOTES MECHANIZED D X CLEARING EDCOSR l0 A. I PROPOSED SIGNAL FOR -Y2- PROFILE, SEE SHEET l0 PROFILE, SEE SHEETS 8 & 9 FOR INTERSECTION DETAIL, SEE SHEET 2B -2 FROM -Y2- STA. 12 + 50 TO -L2- STA. 67 + 00 /� � �� Z 0 w w 0- 0— C3 4— Q) co T i O 00 o� L 77 0 4— N E E 0 L o� L w w 07 N D L rq--�00 On-F MTLBUS 1u' U 0 N C LT I I I o' ' BST I I /8' C&G F �11 11 RETAIN 72 C_0/V C TOWN OF 1 [ DB 54 E PC L, PC PC PROJECT REFERENCE NO. SHEET NO. U —5808 1 6 RiW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMP L]Et///EPLANS DO NOT USE FOR WACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 111 E. Hargett Street, Suite 300 Mead Aunt Raleigh, North Carolina 27601 919-714-8670 1 meadhuntt.cocom NC License No. F-1235 PERMIT DRAWING SHEET 4 OF 9 25' 0' 25' 50' 75' CRAPHC SCALE DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAN D DENOTES MECHANIZED CLEARING �m V � N w Q x 03 00 V) m 3 L 0 ro N E L 0 L w 0 5 10 PROJ. REFERENCE NO. SHEET NO. U-5808 X-13 ---------------- 150 ---------------- 140 ----------------- 130 ---------------- 120 ---------------- 110 ----------------- 100 ------------------------------------------------- 9:0 I 8,0 I 0 ------------------------------------------------- 6,0 I 5:0 4'10 -- 3�'�,0 ----------------.---------------- 20 10, Q 10, 20 I I --------------------------------.------------------------------------------------.---------------- 3:0 4'10 I 5:0 --------------------------------.---------------- 6:0 7i0 8:0 I --------------------------------.-------------------------------- 9:0 100 I 110 120 130 140 150 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 PERMIT DRAWING SHEET 6 OF 9 ---- 700----------------------=-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------=----------------- ------------ -------------- -------------- ------------- -------------------------- ------------- --`--- --- -- - 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REFERENCE NO. SHEET NO. 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- - L %37 - _ -` 688.31 _ _ T _ 685 ___ ________________L'II�I ________________I________________1________________L_______________ _ ___1________________L________________________________1________________L________________________________1_____________________________ __i______________ 1________________LI'II�I _______________LI�II�I ________________1�II�I ________________L�II�I ____________—__�__I—_ ____—____—____—___1I'�II' ____—____—____—____L____—____—____—___JI'I'II�I ________—_____—___ T _______________T ___ —__________ T ___________________yiI�I ____________.1Ji 685 ___________ 14+00.00 :: 695 695 69-0— 690 689.89 _ 685 "-_ L 685 ________________________________1________________L________________I________________L____ I 1 L 1 L 1 L 13 --- +50.00 ________________1________________L________________________________1_____ L L______________________________L________________L_______________J________ ____________L_______________J________________L 700 700 695 Lo - 695 ----------------------------- ----------------------------------------- --------------------- ---------------------------- - - - - ----------------------------------- °- `O . ---------------------------- --------------------- ---------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------ --------------------------------------- ---- - - - - -- 4:1 690 IIIII ____________ ________________1________________L________________I________________1________________L________________I________________1________________L________ 3_________1II ________________LIIII _0_.0_0�5 I _______________IIII _______________1IIII _______________JIIIII ________________1IIII ________________L�IIII ___-- ------------- J---------------- 1-------------- I I L--------------- J---------------- L---------------- 690 L--------------- J_________________C_9_o_3- 685 13 + 00-00: —^II �II _ 685 TII • TIII ----------------I----------------,--- III III III III ----------I------- III ---------,----- II III II III -----------I-- II III ---------------------------- II III ---------------- II III ---------- II III -------------- II III --------.I----------------I II III ---------------I II III II ----------------.III III ---------- II ------ -- II III ---------.I ---------------- II III III -----------------.III III III ------- --------- ----------------I----------------.---------------- III III III ----------------III III ----------------.-------- --------III III -I----- -------------------------- III -------------- III --------------- ---------------- III IIII 700 ---- ------_--_-_-- ----------------------------------------------- --------------------------------------------------------------- --------- -------------------- ----------------I ------------- ------- ----------------I ----------------- --------------- ---II- ------------------------------- ---- ------ -------------------------------------------------- ---------------------------------------------------------------------------------------------------- 700 ------------ ---------------- WCV V 6g5----IIII _________________ _ _____1________________ ____1________________ _________ �__I________________1________________L________________I__________ i L________________I________________1________________L________________I________________1________________L_______________________________L CV II III II I III ______________J________________L________________L_______________J____________ III 695 ____I 0.010 0.010 I 4 690 692.19 ------------------------ ---------------- 692.29 ---------- ----------------�III ----------------�III ---------- ---------�III ---------------------I-------------------- --- _-------_----------- 690 --- ---------------- :12 +50.00: �III �III �III �III �III �III _ 685 ------------ ---------- -------------------------------- ---------------- --------- -------------- ------------ ---------------- ---------------- ---------------- -------------------------------- ---------------- ---------------------------- ------- - 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REFERENCE NO. SHEET NO. U-5808 X-20 -- I I I 05 70 6i5 6i0 5i5 5i0 45 40 3i5 3i0 25 20 1 1p 15 Q 15 1p 1 20 25 3i0 3i5 40 45 5i0 55 60 65 TT 5 II I---.----------------r--------------------------------.----------------r-------------------------------------- r--------------I---------------------------------r----------------I----------------,----------------r--------------------------------.----------------r----------------I----------------.----------------r----------------I-----------------------------r----------------I----------------.----------------r------------PERMIT DRAWING SHEET 8 OF 9 ; I I I I I I I I I I I I I I I I I --_--6-90_____________________1________________L________________I________________1________________L________________I________________1________________L________________________________1________________L________________________________1---------------- L---------------- ---------------- 1---------------- L---------------- ---------------- 1---------------- L---------------- ---------------- 1---------------- L---------------- ________________1________________L--------------- J---------------- 1---------------- L--------------- J----- SL91L_____ 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 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 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 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 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 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 I I I I I I I I I I I I I I I CN �5----------------------------------------------------------------------1----------------1--------------------------------1----------------1--------------------------------1----------------1------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 685 11 11 11 11 11 11 --- - - - - --- - - - - --- - - - - --- - M- - - --- - - - - - - - _ 00 0� I ----�-------- --- .015Q.000 �p ------- -------------=--- -- I I I I ----$0----------------------=----------------=--------------------------------=----------------=--------------------------------=---------------------------------------------------------------------------------------------------=---------------------- -- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 680 5-8-F�o � 9 :17+40.00: _ A----------------------1----------------L--------------------------------1----------------L--------------------------------1----------------L---------------J----------------1----------------L---------------J----------------1----------------L---------------J----------------1----------------L---------------J----------------1----------------L---------------J----------------1----------------L---------------J----------------1----------------L---------------J----------------1----------------L---------------J-----6 0_____ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----�$.J----------------I----------------I---------------- -- ---------- +y----685 _ _I_ - - - - --- - - - - --- - - - - --- -E - - - --- - - - - - - - - - - - - Q. Ql Q c^ �0.017 _ 00 L - ----_ _ _ 4:7 ---- hL_O_____J---------------- 1------------ _______J________________ J________________ J________________ L________________L________ ___________ I_____________ I ______________- ---------------- -______________---______________-- _____________ ____6R%_____________ ______ __ _____________ ______________--- --______________ ______________________________ ______________________________ ______________________________------------_____ I 17+00.00 I I I I I I I I I I I I I I I I I _1/��/------ I________________1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L---------------- I---------------- 1---------------- L--------------- J---------------- 1---------------- I________________J_____S.l I I J - 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+�v - �'---�'I -.'�II �'I - IIII --IIII ----------- III III III III III III III IIII III III III III III II III III III III III III III III III III III III IIII IIII IIII 685 — 68039 15 + 00.00: -- 680 ----- --------------=-----=--------------------------------=----------------=--------------------------------=---------=---I----------------------------------------- --------------- ----------------------------------------------------------------------------------------------- ----------------------------------------------------------- ---680 YI 75 70 6:5 6:0 5:5 5:0 45 40 3:5 3:0 2:5 2:0 15 10 5 0 5 10 15 2:0 2:5 3:0 3:5 4:0 45 5:0 55 60 615 710 715 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 WETLAND AND SURACE 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) 1 -L2- Sta. 63+45 8" Water Line < 0.01 22 1 -L2- Sta. 63+36 - 63+77 Fill, 72" RCP -IV 0.02 165 1 -L2- Sta. 63+77 Bank Stabilization < 0.01 < 0.01 20 10 2A -L2- Sta. 63+33 - 63+91 Fill, 72" RCP -IV 0.05 < 0.01 2A -L2- Sta. 63+65 - 63+95 Bank Stabilization < 0.01 0.02 2B -Y2- Sta. 14+57 - 16+03 Fill, 8" Water Line 0.03 0.02 TOTALS: 0.09 0.04 0.02 < 0.01 185 32 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb