The URL can be used to link to this page

Home My WebLink About20190585 Ver 1_B4593 Permit Drawings_20190503k I1I1�t �iW North Carolina Department of Transportation �ilill"ll Highway Stormwater Program s STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 38422.1.2 TIP No.: B-4593 County(ies): Pamlico Page 1 of 1 General Project Information WBS Element: 38422.1.2 ITIP Number: B-4593 Project Type: Bride Replacement Date: 9/19/2018 NCDOT Contact: Paul Atkinson, P.E. Contractor / Desi ner: Jason Patskoski, PhD, P.E. Address: NCDOT Hydraulics Unit 1020 Birch Ridge Drive Address: Summit Design and Engineering Services 100 East Six Forks Road, Suite 300 Raleigh, NC 27609 Phone: 919 707-6707 Phone: 919 322-0115 Email: atkinson ncdot. ov Email: iason.12atskosLi@summitde.net City/Town: Merrit Count kes : Pamlico River Basin(s): Neuse ICAMA County? I Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.284 miles Surrounding Land Use: I Rural Area with Agricultural or Residential Land Uses, Coastal Proposed Project Existing Site Project Built -Upon Area ac. 3.06 ac. 1.04 ac. Typical Cross Section Description: 2 lane road with 12' travel lanes and 4' paved shoulder with total bridge length of 160 ft and width of 34.58 ft 2 lane road with 12' travel lanes and no paved shoulder with total bridge length of 145.4 ft and width of 28 It Annual Avg Daily Traffic (veh/hr/day): Design/Future: 8600 Year: 2040 Existing: 5576 Year: 2019 General Project Narrative: (Description of Minimization of Water Quality Impacts) State Project 38422.1.2 involves the replacement of NCDOT Bridge 680038 on NC 55 over Trent Creek. The proposed bridge will maintain the existing level of service. The proposed roadway fill slopes are 2:1 (which per geotechnical reccomendations are the steepest allowable) and are grassy. There are no deck drains over Trent Creek. There are two proposed outlets on the beginning and end of the bridge left side to allow proper drainage for the bridge and minimize disturbance in the surrounding wetlands. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion. All piping is outletted beyond buffer zones. Rip rap toe protection has ben added to stabilize fill slopes as needed. The detour bridge will utilize 2:1 fill slopes as well as a pile retaining wall in order to minimize wetland impacts. Waterbody Information Surface Water Body 1 : Trent Creek NCDWR Stream Index No.: 27-150-(6) NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Trent Creek Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? iYes I Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? I No (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) C a. r N I N E L- m C E)-�(v :r0 Ln- C'Q N m( See Sheet lA For Index of Sheets See Sheet 1B For Conventional Plon Sheet Symbols See Sheet IC- 1 l-or Survey Control Sheet I 121z 304 1209 0� 1002 d 1203 a hinchille Driv AY ORi��R 55 1209 RI�EP gP� Bayboro 55 �3 tgnew It ' op. 82 e � 1342 1333 1337 m 55 E 1324 133 1336 1337 1334 55 1336 1324 PROJECT M—ri tt B-4593 0 1335 1323 a 1322 oc 1316 55 >o xa Gibbto n s 1335 0 pG//,po P� a 1322 1315 Callisons Callison Road VICINITY MAP TO BAYBORO N O V V GRAPHIC SCALES DESIGN DATA ADT 2019 = 5576 50 25 0 50 1001ADT 2040 = 8600 K = 8 % PLANS D = 55 % 50 25 0 50 100 T = 9 % V = MPH 50 VDET = 5 0 MPH PROFILE (HORIZONTAL) * TTST = 2% DUAL = 7% 10 5 0 10 20 FUNC CLASS = '- MAJOR COLLECTOR REGIONAL TIER PROFILE (VERTICAL) STATE OF NOR°J['1H[ CAff8c01L,dNA DIVdSION OF HIGHWAYS PAMLICO COUNTY LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. PERMIT DRAWINGS STREAM AND WETLAND IMPACTS PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES NCDOT CONTACT: DAVID STUTTS, PE Prepored In Me Office of: Hillsborough, N USUMNIT V ce:(919)732- 8838-8661 Fax: (919) 732-6776 DESIGN AND ENGINEERING SERVICE—Summitde.net FIRM NO. P-0339 2018 STANDARD SPECIFICATIONS BRANDON W. JOHNSON, PE RIGHT OF WAY DATE: PROJECT ENGINEER FAITH E. JAHNKE, PE NOVEMBER 1, 2018 LETTING DATE: PROJECT DESIGN ENGINEER MAY 21, 2019 8TAT8 8TAT6 PR018CT R8P8R8NC6 N0. SHEET NO. SHEETS SHE8T5 B-4593 "ATE PR--- P.A.PROI.NQ .—R.-- 38422.1.2 - PE 38422.2.1 - R/W, Utilities 38422.3.1 - CONST. PERMIT DRAWING SHEET 1 OF 14 s3 Np0 HYDRAULICS ENGINEER SEAL 't ? 046226 ' P.E. N� m SIGNATURE: ROADWAY DESIGN ENGINEER °°e°oFessio'�r v SEAL i 046981 5 P.E. SIGNATURE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4LII PROJECT REFERENCE NO. I SHEET NO. O W Lu V) Lu W N • 61 SITE 1 PAMCAR FARMS, LLC 08 306 PC 447 ----------------------- -- - - ----- - JOHN L.MCCOTTER,III 4 OB 353 PC 860 � t✓ ----------- ---------- - PAMCAR FARMS,LLC OB 306 PC 447 —3� (lET Pu�� JN T yP �'UF 4 2 [ T2 T 6 1 TLL/F, i/J /Y7Ti. F _ _ PAMCAR FARMS,LLC DB 306 PO 447 N] R,W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ` SEAL SEAL `: c 04e981 046226 = \A �3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR PROFILE, SEE SHEET 8 FOR ONSITE DETOUR,SEE SHEET 7 PERMIT DRAWING SHEET 4 OF 14 �i • DENOTES HAND CLEARING DENOTES FILL IN WETLAND LAMY MA$ NGILSE Ludt a 7$ / OB 587 PG 274 A \ :CTION y 40.000 RT 40.00 RT 'Y �'- l 0 -Y 'l . � � 'l f= � (EX RNJ) 01y J Y MASSENGILL, •t ' n OB 587 PC 53 PC 274 \ _� a CONC PAD Z J U Q DETAIL 5-1 PSRM TOE PROTECTION I NO to -161 NaNml E`%Sops G—di d PSRM d- I FL Type of Liner= 58 SY OF PSRM FROM STA. 23+89 TO STA. 24+30 -L- RT €3 m A E„ PSRM TOE PR( SEE DETAIL 5-1 J- ANDREW M. BUEHL. JR., at of3 �9 \ \ \ \ ExrsrNG R/w \ \\\ \\ DB 518 PO 710\ _ ISBKD -� ------ PAMCAR FARMS. LLC —�r - ---- --- +a\ \ OB 306 PC 447 ID LARRr MAS$ENGILL, at al 08 587 PC 274 MB 6 PC 53 NOTE: DETOUR IMPACTS APPEAR GRAY ON THIS SHEET U /STEVEN LAVALLEE OB 337 PC 755 / DB 470 PC 147 / PROJECT REFERENCE NO. I SHEET NO. DETOUR BRIDGE NOTE: ALL DETOUR IMPACTS ARE TEMPORARY o Nc o Np Zo Np0 a3 NOTE: MAIN BRIDGE IMPACTS APPEAR GRAY ON THIS SHEET g p 0 P ��..• J A) PERMIT DRAWING SHEET 6 OF 14 BEGIN BRIDGE -LDET- STA /5+35.00 'l '1 JOHN L. MCCOTTER. ■ OB 353 PG 8604-- WOODED 6 M 7 F TB — / *BE _ -.T A. -y- �'- -� Ik+ ZMB -� � — — 'lY-� \ WOODED -� ��- PU '1 -Y isUEE- W00nED \ �- � p 4' ----- TYR m -WLB'1 FSs— — — i� NN —--- __---- ------- --- ——— Fss—— ——— — — — — —— --Fss— ---- -----FSs—®--- -- -W_ _ —r= — — — — — _ ———r - "— — r Fo=--- NC MYYr55c— 24 BST — - - - r — — — — — _ _ — — T ---w-- T=_— — -— - _--- �� --- -- RI#6� -. WOODED l \y,— T .. \ 'y VIOLET MOLLANO \. �-- — E _ OB 352 PG 25 -.. .. -. .. .--. \ x wo'oDv w w000l=_o .. .. .. W09DED 'l 'l 'L 'l '� -Y- 'L 'l. '1- 'l y- .'l .'3- .. 3 \� �- �v -y� 1 O JOHN L. cCOTTER III OB 353 PG 860 MB 7 PG 78 BEGIN DETOUR CONSTRUCTION -L- POC STA //+00,00= -LDET- PT Sto.11+992 -LDET- PC STA 10+00,00 ) S 6P 39' 10.9' E (BK) DETAIL 6-1 / TOE PROTECTION I NofCT s sa° 5 ye' coed v 4s' / 1'Thicknesz Ge_ile Type of Liner=33 TONS Class BRip-Rap 67 SY Geofexlile FROM STA. 12+20 TO STA. 12+80 -L DET- RT DENOTES TEMPORARY FILL IN WETLAND DENOTES HAND CLEARING RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SEAL _ SEAL `•. 046981 046226 -` -% "yyy 6*G I NEE: • . 9�,`,'••., �J` : DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR PROFILE. SEE SHEET 9 FOR -L- L/NE.SEE SHEET 4 JOHN L. MCCOT TER. xI OB 353 PG 860 � A 9sFy P Z F9 T` s y s 99'FZF• ____ T�2 om 9FF'ycy ! y -LDET- PT Sto. /5+6! LDET - PT Sto.17+8638 0 MCAR FARMS. LLC OB 306 PG 447 W _u—______ W -EL- I HAND CLEAIIRI AMP 19 4 Y Y r W W PU Y O Np — --- — — P PEA c Fl I— �" � E y _ _ yD S A l2+ O.OQ - i, � \aL 'JAMES BRINSONW"et ux 06 213 PG 649 � m�H I H J 9 \ PROPOSED SHEET 3 PILE WALL F3 � �= i 4 W \ LARRY MASSENGIT4 We OI 7 C L j MB 6 PG 53 I-LDET- PC Sto.16+62J4 `\ 1 N END BRIDGE -LDET- STA 16+75.00 9 SITE BEGIN 1 WALL P` ~ -DET - STA° 16+70.90 IIC -LDET- PI Sto 10+99.74 Pt Sto /4+34.46 PI Sto 17+2458 A = 6'I2 21A'(RT) A = 8'24'098'(LT) A = 3'5P00.Y(LT) D = 3' 06' 50A' D = 3' 06' 50Z D = 3' 06' 50.0' L = 1992-cy L = 26985' L = 123.64' T = 99.74' T = 135J6' T = 6184' R = 1840.00' R = 1.840.00' R = 1,840.00' SE = 04 SE = 04 SE = 04 RO = 96' RO = 96' RO = 96' •\ _�Jlll I I I I PAMCAR FARMS.LLC I I 08 306 PC 447 I I I I • I JOHN L. MCCO T TER. III DB 353 PC I I 860 3 III �I: S 58=E 700.34' ----------- I �I hI PAMCAR FARMS.LLC O W OB 306 PC 447 it II l Vj3 / II ND DETOUR BRIDGE NOTE: ALL DETOUR IMPACTS ARE TEMPORARY NOTE: MAIN BRIDGE IMPACTS APPEAR GRAY ON THIS SHEET W V I z '1 z z 'l z 'l z 'l z . �' z z z �'- z z z �'- z _y- I'i y- Y- f1UE P y. z INC z z �, z �'- z -PUS.'�' 3 -BL- 2 'y 'y 'y 'y 'y z z o 3 z 'z z z.. y, �'- • I i / _y'- / l / I I s G, IIS /24" CPI i I 1 �� -L- STA 25+83.98= -LDET - PT ST, .24+82. 49'07'27.6'E (AH) PAMCAR FARMS. LLC . Oz NP-Y' z z az z ` DB 306 PO 44T I z �l z . / / I • O O EXISTING R/W —— — — FSS — — — — — — — —FSS_ _ — _ _ _ _ _ _ _ _ / m `� I 1 \ ---- ________ MNY 55 24'8 S, TFo— 7 NDS —��/ — LARRY MASSENCRL.,pt of IDS 587 PC 274- j: — — MB 6 PC,- ) O SING /w \ \ � E a Nz z z y � z z z z \ -. .. _ 6i'4 Oi7.0' � � � PzROPD.S�ED z5H ." z z z z z PIhE WA(L z z z I,I \\\ I �1 /� ti �� ,,\ ex\, SON \\ \ \T v J Y MASSENGILL. at GI �'�o END GRADE I I \ \ ' Njt OB 587 PG 274 1 \\ o MIS 6 PC 53 _ _ , -LDET- o&TAQ 22+58b5 � 4 W DET - .ST-4 2(+00.00 ANDREW M. BUEHL. JR.. et of ZOB 518 PC 710 ISBKD V \r PAMCAR FARMS. LI \ OB 306 PG 447 \ it LARRY MASSENGILL. at 01 Q DB 587 PC 274 IV 50QI \ \\ N z W MB 6 PG 53 2 '02.26 0A�5f26' SITE 1 690 W N 58� /32e6 Sf -LDET - PI Sto /7+24.58 PI Sto 2/+8729 A = 3'5/'00.3"(LT) A = 18'34'32.4 (RT) D = 3' O6' 50Z D = 3' 06' 50D' L = 123.64' L = 59654' T = 61.84' T = 300.91' R = 1.840.00' R = 1.84OD0' SE = 04 SE = 04 RO = 96' RO = 96' PROJECT REFERENCE NO. NO. B-4593 _SHEET KW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGIINAEEER, ` SEAL - SEAL `•. 046981 j `; 046226 -` '%'o •': `4;G I 291 NEED.'�' � 9 •'• ` '� GNP NC o,�,9r E. JPY `••,'` '-.,�` •..`c. ��,•uun.,o�' 'M1' NP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FOR PROFILE. SEE SHEET 9 FOR -L- L/NE.SEE SHEET 5 PERMIT DRAWING SHEET 8 OF 14 DENOTES TEMPORARY FILL IN WETLAND ® DENOTES HAND CLEARING • -BL- 3 XF L� 2 / I \ \ I \ STEVEN LAVALLEE DB 337 PC 755 �. I / \ \��O • OB 4TO PC 147 / I I II II � I I I :::::::::: .................... ::::::::::::::::::: uuuuuuuu.r:a,a n000nnou.016 r_r■ oouoo ■0000. .................... ............ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.. ........................................................................ ........................................................................ ........................................................................ ........................................................................ ........................................................................ ........................................................................ mommommommommommoommoommommommommoommommmmmMMMMMMMMMMMMMMMMM mommommommommommoommoommommommommoommommmmmmmmmmmmmmmmmmmmmmmmmmmm ................mmmmmm ..................IiiiiiiiiiiiiHilimm .............. ■■■■■■■■■■■■■■ OEM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: I............................................................................................... muumm ............................................................................................... muumm muumm ............................................................................................... muumm I■■■■■■■■■■■■■■■■■■■■■■■■■■..................................................................... muumm .■■■■■■........................................................................................ n•a —MM■■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■■u■■ 1■.■............................................................................................ ............................................................................................... No MEN ....................................................................... ............................................................................................... 1■.............................................................................................. 1■.............................................................................................. ............................................................................................... ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ................ ................................................................................................ ................................................................................................ ................................................................................................ ................................................................................................ ................................................................................................ ................................................................................................ ............................................................ ................ 1.................... ................ ..................... :.A::A:T.:.A::::MMMMMMMMMMMMMMMM ::::::::::: .L•y31liO.L�LL LIP...■ 10000000000 o...■■■E7.nlo■ ■.......... 1.•13..........E7................................... ��\....\....................................■oJE.[JJrJ MEN ......\....11...E....!\...l�!l��•\............. J......... nouon nm oouoleo.r! rsyatiron nouon nouon .......... vouoo o.r:a.r.o c.,.l �roou000mi oouoo ..........11....\.......l.Mr...rtir!lrf,mmmmoolmmoommommon ■■■■■■■■■■■■■7■■■■■■E■E■ .........l.1\....I.......I.g■-.I6:{:7................11........... ..............Y-r■................1/........... .............7.■I...l.......... ■................'A E.........:J ............\\..11..l...........................I1..........la .............a...L....Ir1g T11■■■....a.71RT1 \11...o L........a'p oouoo on�.o.rrle�a sre.o oouru�..�e iJ.................r: ::iP=�.__� \--LI r..r...r.o■r... r.r...rro a... r u-r --JL--3___ ■........................ mil............. ....■■■.................. l............. nognonnoon.gnnvi. lou�Psyauu�n ■■■E.I !■■■■! I■■■■I 1■.■■ ■■r.... 1l�i f71iER.RI... ■■...I 1....11....1 I......F.■.': l.■■.r■.r..■■■ .... 1.........I.......Mo.'�i 1............. \.. ....I I....l IEEE. REEL L f............. ■P. i■■ ■■■■■I !■..L ■■■■Eli' !■■. ■.■■■...11 .. ..J �...11....11ll . ln...... lI 7.........ENEM om g..aL...IU.■■■0....I1...■.■..o... o. \... u....�uno.►...l.00..o..o ... ■�.. Y....11.......\!al............m o. oP.r!!ml-JI!Egon....\g11............. o■ ..l I. ouo O ci I.o oouoo o. oo uool I. o. oo..:errr. no 1.........11..........1 MOMMEN oo.l I.ouool I.ouoo. I.o oouoo ........................................ ........................................ ........................................ 00000 00■00■ oo■oo■ oo■oo■ oo■oo■ oo■oo■ ............................................................ ............................................................ ............................................................ ............................................................ ............................................................ ............................................................ ............................................................ 0000o uo■oo■ oo■oo■ oo■■■o■ ono...■ oo■oo■ mommommommoommimommmmMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMMMMM IN MMMMMMMMMMMMM 00000 00 mmmmmmmmmmmmmm 0■■ oo■oo■ .............................. .............................. .............................. :::::::::::::::::::::::::::::: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■. ■■■■■■■■.■■■.!!!!!!!lE.EE■E.E.■E.EE■E.E...EE.EE.E.............................................................� !!!!!!!!!l.0000.no,rmar,r•7. r_o...... o! n ■■■■■■■■■■ ■■■..........11� �r..�. ....... 'J._..l�JWCS•JYl•�'L emu•........ !! - !!!!!!!!!ll...!!!!!l.11...........................E !! ■■■■■■■■■■■■■■■■■■■■.rJouoo oouoo oouoo ■■ 1 ...o...............11............................. .. \m0_iiimmn nmmmmmmn nouoo oouoo oo.00. n �E■q■q P•gl■■.r- \......... ■■ o......u..u...or ■iouoo oouoo �`000.n n loo.on ■oo■o.■ nouoo oouoo ■. noon n 0000n ■oo■o.■ nouoo oouoo ovu.o. n oouoo oouoo oouoo oouoo.o..00. .. .....00.00u0000u0000u000.■moo. ■■ 1 ■■■■■■■■■■ ■■■■■oo. oouoo oouoo ■■■■■ �■o. o ■■■■■■E................................lIEEEI.\EE! o - oouoo o.000■ nouon nouon nour\E! o oouoo o.000llEEElIEEElIEEElIE...........\16 ,! EE ...............00■ nouon nouon nouon INNE oouoo o.000■ nouon nouon nouon n 011111100 IN oouoo oouoo oouoo oouon nouon n ■■■■■oo. noun.■ nouon nouon nouon n .................................................. ■■ ........................................ .E - oouoo o.000■ nouon nouon nouon n oouoo o.000■ nouon nouon nouon n oouoo oouoo oouoo oouoo oouoo 0 ...............00■ nouon nouon nouon n ■■■■■■E..........................................! o .................................................! .. ...........0000■ nouon nouon nouon n ■■■■■■■■■■■■■■■oo■ oouoo oouoo oouoo 0 ■■■■■■...........................................! n - ............ouo.■ nouon nouon nouon n ............ouo.■ nouon nouon nouon .. .............o■o.■ nouon nouon nouon n ...........00■o.■ nouon nouon nouon n ...........00■o.■ nouon nouon nouon n 00 ...........00■o.■ nouon nouon nouon n .................................................. ■E ■■■■■■...........................................! .■ ............ouo.■ nouon nouon nouon n ............ouo.■ nouon nouon nouon n ...........00■o.■ oouoo oouoo oouoo o - .............o■o.■ nouon nouon nouon n ...........0000■ nouon nouon nouon n ...........00■o.■ oouoo oouoo oouon n ...........00■oo ■oo■oo ■oo■oo ■.noon ■oo■on ■oo■on■oo■o.lIEEE.EEEElIEEE.EEEElIEEEEIEEEE ............................................■oo. o0000 00000 oou o00 oo■oo■ oo■oo■ oo■oo■ oo■oo■ oo■o■...................... _ .■E■E■...............................................................! ...........00■oo ■oo■oo ■oo■o.■ oou.o. nouon nouon • ' -L- PLAN, SEE SHEET 5 ...........00■oo ■oo■oo ■oo■o.■ oou.o. nouon nouon oo■oo■ oo■oo■ oo■oo■ oo■oo■ oo■oo■ oo■oo■ oo■oo■ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ :::::::::::::::::::::::::::::::::::::::::::::::: [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ :::::::::::::::::::::::::::::::::::::::::::::::::: [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ :::::::::::: n�arrnaav n�.1 m,a.r-a nnnnaoou0000u0000uo.uo .11E■. sir.[■!.].J.�I .ili mil...■■.[[[[[ [[[[[[[[[[ [[[[[[[[[[ [[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::: [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ ::::::::::: [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ :: ■■■■■ ■■■■■■■■■■■■■■■■■■■■MINE ■■■0,1111■■■■■.M■■■■■■■■■■■■■■■■.'�i ................�.■■■■........ �iiiiiiiiu�iiiiiiiiiiiiiiiu�iiiiiiiiniiiiiii■oiiiicuiiiiiii��oo■iic�iiiiiiii .................................................................................................... SHEET NO. X-3 ■■■■■■■.Zi.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ o■ ■0000uoo■oo ou0000a0000000000n n0000 n■:a■. aw..aam. or. �r_ �■ o :�[: a n. ■...00......00......uu aaaaaaaaaaa00000000a ou0000uoo.0000000n cvniorv►•..�rn•.i00000000000.00 ............. iiiiiiiiiiiiiiiiiiiiiiiiiiii ..............................in ............iiiM aaaaaaaaaaaaaaaaaaaaaa■aaaaaaaaa■aaaaaaaaa■aaaaa■aaaa aaaaaaaaaa ............iiiiii. aaaaaaaaaa aaaaaaa ............iiiiiii ............ii�esii aaaaaaaaaaaaaaaaaaaaa.■aaaaaaaaaa ............................................................................■■^� aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aal•�r:.�a ...........miiiiiii usMENNnommooiiiiiiiiiii o■ n000n n0000 ■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■■■\iYYi.■■■■■■\iailia■■■■■■■■■Yll■■A■■■■■■■■ll'J4.G1■ u.■000uuull rm lo■ n■�nm roan n000an n0000 ■r.r.[■ ou0000u0000.•--_-_-_-____-_—� ...................wi011 =______-_-_—_=__=—s-=_---_-_-_-•.ar000uao.w. i.....��f��iL��.Giii...�6�aL ��.� �... 11 CJY=G��-=aES■=7C7 ■■■■■■■■■■■■L7Lw:Ar�7\II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Noll no. ■ l•\■■Y:.;dwmii■■ SHEET NO. X -4 :: ■■■■■ ■■■■■■■■■■■■■■■■■■■■MINE ■■■0,1111■■■■■.M■■■■■■■■■■■■■■■■.'�i ................�.■■■■........ �iiiiiiiiu�iiiiiiiiiiiiiiiu�iiiiiiiiniiiiiii■oiiiicuiiiiiii��oo■iic�iiiiiiii .................................................................................................... 'iiiiiiiiu,iiiiiiiie�iMINE iiiiu,iiiiiiiiniiiiiiiMoiiiicuiiiiiii��oo�iicIiiiiiiii WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Temp Fill In Wetlands (ac) Permanent 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 12+25 to 22+37 -L- LT Roadway Fill Slope < 0.01 0.10 1 11+24 to 22+76 -L- RT Roadway Fill Slope 0.09 0.04 1 15+97 to 16+28 -L- LT Rip Rap < 0.01 * 8.00 1 11+12 to 22+04 -L DET RT Detour Fill Slope 0.15 0.18 TOTALS*: 0.15 0.09 0.00 0.00 0.32 < 0.01 * 0.00 8.00 0.00 0.00 **Rounded totals are sum of actual impacts** NOTES: 0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. >0.01 acre of Permanent Surface water impacts due to bents *Permanent SW impacts = 143 sf