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Home My WebLink About20240180 Ver 1_U-5711_Permit Drawings_20190523_20240129HiShwa North Carolina Department of Transportation gStOYMwate,Y Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 50160.1.1 TIP No.: U-5711 Count ies : Randolph Page 1 of 1 General Project Information WBS Element: 50160.1.1 ITIP Number: U-5711 Project Type: Roadway Widening Date: 5/23/2019 NCDOT Contact: Jeffrey L. Teague, PE Contractor / Designer: Kyle Stoffer, El Address: NCDOT Address: HDR Engineering Inc. 121 DOT Drive 555 Fayetteville Street, Suite 900 Carthage, NC 28327 Raleigh, NC 27601 Phone: (910) 773-8025 Phone: (910) 398-9024 Email: jlteague@ncdot.gov Email: k le.stoffer hdrinc.com City/Town: Asheboro County(ies): Randolph River Basin(s): Cape Fear ICAMA County? I No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.797 MI Surrounding Land Use: Residental, Commercial IL Proposed Project Existing Site Project Built -Upon Area (ac.) 3.9 ac. 2.8 ac. Typical Cross Section Description: Pineview Road (SR 1712): 2 paved lanes with center turn lane (total 34' wide), 4' Pineview Road (SR 1712): 2 paved lanes (total 22' wide), 2' shoulder on each side. shoulder on each side (7' with guardrail) Annual Avg Daily Traffic (veh/hr/day): Design/Future: 8,400 Year: 2040 Existing: 6,835 Year: 2020 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Randolph County Structure #483 on Pineview Road (SR 1712) over Haskett Creek (Description of Minimization of Water Tributary 1. The existing structure is 3 lines of 103" x 71" CM Pipe Arch, 60' along centerline. The proposed structure is a 2@ 12'x7' RCBC with top edge bevel and wing walls Quality Impacts) and is located at -L- 44+05. This structure has been designed to have as little environmental and surface water impacts as possible. 2:1 roadway fill slope will be used to minimize impacts. Channel improvements were made for the proposed RCBC design. Excavation was kept to a minimum to produce as little impact as possible. Where excavation is necessary, geotextile and rip -rap were utilized for bank stabilization in an attempt to reduce stream bank erosion. Floodplain benches with Class II Rip Rap will be installed on the upstream and downstream sides of the culvert. A low flow barrel on the west side of the culvert was designed to match the stream width to maintain the normal flow width, depth and velocity of the stream. This will maintain sediment transport to provide a stable stream during bankfull discharge. The barrel invert will be a minimum of 1' below the stream bed to consider fish passage. 1' high sills will be installed at upstream and downstream face of the low flow barrel. A high flow barrel on the east side of the culvert will provide flood conveyance during high flow storm events. This will reduce shear stress on the stream bottom. 2' high sills will be installed at upstream and downstream face of the high flow barrel. In the NW, NE, and SW quadrant there are proposed Lateral V' ditches that will outfall onto Class II Rip Rap which will reduce the ditch outfall velocity and provide diffused flow with a non -erosive velocity before entering the stream. In the SE quadrant a 15" pipe is proposed to convey the typical roadway ditch flow under an existing driveway. The 15" pipe outlets onto Class II Rip Rap which will reduce the pipe outlet velocity to provide diffused flow a non -erosive velocity before entering the stream. There is a jurisdictional feature at -L- 33+20 where a proposed 36" RCP (buried 1.0') will convey the flow under the roadway. Class I Rip Rap will be place on the downstream "banks only" to provide outlet protection. In the NW and SE quadrant there are proposed Lateral V' ditches that will outfall onto Class I Rip Rap which will reduce the ditch outfall velocity and provide diffused flow with a non -erosive velocity. In the SW quadrant there is a proposed Special V' ditch that will outfall onto Class I Rip Rap which will reduce the ditch outfall velocity and provide diffused flow with a non -erosive velocity. On the upstream side approximately 16 feet of the existing 24" RCP will be removed to facilitate the construction of the proposed Lateral V' ditch outfall area and tie into the proposed 36" RCP. Due to the nature of this low impact structure replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbody Information Surface Water Body (1): Haskett Creek Tributary 1 NCDWR Stream Index No.: Haskett Creek: 17-12 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? I 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 See Sheet 1-A For Index of Sheets See Sheet 1-8 For Conventlonal Plan Sheet Symbols 22D e 2372 Forest Park waketa Dr 73 � 2150 74 ASHE80RRR0 • CITY uMITS 3 02 3102 po bCommerce PI. dlewild 3154 3264 a aus ym 220 t��c 326 Pineview 1712 a. ed. 1712 R{chard- 1508 W. sa,t Lake a BEGI Mor1;s 0 O 2149 1505 220 7473 Y o v BUS 220 - cc 0 �36 Rock Quarry Rd z 1506 � 15D5 1516 i Carl Hamlett z Lake 1504 Certra 1504 - Spero Rd. 1517 a 1502 °< VICINITY MAP (NOT TO SCALE) DETOUR ROUTE • • • • STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS IMNDOLPH COUNTY LOCATION: SR 1712 (PINEVIEW ROAD) FROM WEST OF SYLVAN DRIVE TO US 220 BUSINESS IN ASHEBORO TYPE OF WORK: GRADING, PAVING, DRAINAGE, CULVERT, UTILITIES AND WETLAND AND SURFACE WATER IMPACTS PERMIT z -Y2- STA. 11 DESIGN EXCEPTION REQUIRED: �� SHOULDER WIDTH IF SAG VERTICAL CURVE K CREST VERTICAL CURVE K to VERTICAL SSD m SUPERELEVATION 1v) 61 THIS PROJECT IS WITHIN THE CLEARING ON THIS PROJECT MUNICIPAL BOUNDARIES SHALL BE PERFORMED TO OF ASHEBORO. THE LIMITS ESTABLISHED BY METHOD III. V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 50 0 50 100 ADT 2020 = 6,835 ADT 2040 = 8,400 LENGTH ROADWAY TIP PROJECT U-5711 O KD _ 70 % LENGTH STRUCTURE TIP PROJECT U-5711 PLANS 1� 50 0 50 100 T = 10 % V = 40 MPH TOTAL LENGTH TIP PROJECT U-5711 PROFILE (HORIZONTAL) * TTST =5% DUAL 5% O 10 0 10 20 FUNC CLASS = r , URBAN MAJOR COLLECTOR v R—R—R GUIDE PROFILE (VERTICAL) = 0.792 MI = 0.005 MI = 0.797 MI PLANS PREPARED FOR THE NCDOT BYz M PO Box 700 Fuq� VaYlno, NC 27526 HDRErglneerm Inc. of the Carolinas 1919� 552 211 L�1 5v Fay tlev a 6t 5LI, 00) F I I h, N.C.27M1 (919J 552-225a 1—) r ` N.GB.E.LS. Ll--N—be:F-D116 MOTT www.monn,oc.caMamencgs MACDONALD LICENSE NO. F-0669 2018 STANDARD SPECIFICATIONS TIM JORDAN, PE RIGHT OF WAY DATE. PROJECT ENGINEER AUGUST 31, 2018 JAMES R. RICE, PE HYDRAULICS PROJECT ENGINEER LETTING DATE. JEFFREY L. TEAGUE, PE FEBRUARY 18, 2020 NCDOT CONTACT 1 !1'dn STATS PSOBLT nO8R6NR TmTAL C- U-5711 b w. n rnw.tm n.Aenw.2m mxamlox 50160.1.1 P.E. 50160.2.1 R1W 50160.2.2 UTIL. PERMIT DRAWING SHEET 1 OF 11 GLI 7(YNA7, HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. REVISED SIGNAL —LATERAL "V" DITCH SEE DETAIL A EST.7 CY DDE LTD LATERAL "V" DITCH - W/PSRM SEE DETAIL B EST. 15 CY. DDE EST, 80 SY PSRM 100 0 50 100 SCALE: I"= 100' HORIZ. i O CARL HAMLET BST LATERAL "V" DITCH SEE DETAIL A EST. 25 CY DDE DETAIL A DETAIL B DETAIL C DETAIL E LATERAL 'V' DITCH LATERAL 'V' DITCH LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH N , to Seal -elm-'{ (N f 10 Scale) (N f to Scala] (Not fo Scolel feral 1 �' Fill Nowrul FII Nmuml Fll SlopOresund D 1.Ff. Slope Draund Slope Natural 8.\°c° Fill P. p d d F�><c Slo9e Min. D=1 Ft. Min. D= 1 Ft. Min. D= 1.5 Ft. b=] Ft. M. d= I Ft. Mox. d= TS Ft. 6= 2 Ft. 6= 2 Ft. -I- STA. 20+00 TO 20+50 IT Type of Liner= PSRM Type d li°er= PSRM _L_ STA. 32 25 TO 33 13 RT -L- STA. 21+50 TO 23+50 RT -I- STA. 25+00 TO 25+53 RT -L- STA. 20+50 TO 21+50 RT -L- STA. 32+00 TO 32+92 LT _I- STA. 28+00 TO 32+25 RT -L- STA. 25+00 TO 27-09 LT -L- STA. 33+82 TO 34+00 LT -L- STA. 26+60 TO 27+14 RT -L- STA. 33+24 TO 34+00 RT -Y2- STA. 12+85 TO 13+50 LT WOODS 72- CHL & 3SBW LATERAL "V" DITCH SEE DETAIL A EST. 45 CV DDE 3 SO FIBERS CORP PROJECT REFERENCE NO. SHEET NO. U-5711 5 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I V f \Q C"3 CD Q MOIT MACDONO 18 E, LLC HDR ENGINEERING LICENSE NO. F0669 LICENSE NO. F-0116 Z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare in t e Office of: m e.x 700 M Nu Moir aS�Varino, NC 21526 MA®°NnLn www.mo m o mer 1) N..C.E.EIiSS cenlse Nh NO �ulrnlber Fo N.C.E.E.L.S. 0113 PERMIT DRAWING SHEET 2 OF 11 GLI$ SITE 1 SEE ENLARGED AREA ON T_ M NEXT SHEET PROPOSED OUTFALL Olo-9.4 cfs 5 VIo=13 fps (NON-EROSAOD SHELBY HILL DB 6S00 PG 1463 EIP 12 ah- 1 Q 11 QA T67 O �•�'g 9�' RE STTIINGVE 124LFRCPBRIAN LUCAS SHESTEIN y BAN UCAS MAYNE KOCHA MALT 0 NEAL o nET To DITCH LATERAL "V" DITCH \\ SEE DETAIL A LATERAL "V" DITCH EST. 2 CY DDE SEE DETAIL B LATERAL "V" DITCH CLASS I RIP RAP \\ -'I EST. Cr DDE SEE DETAIL 6 EST. 15 TONS EST. 50 SY PSRM a EST. 30 SY GEOTEXTILE EST. 255 CY DDE I c EST. 345 SY PSRM 400o r .,�JTEXTILE 2SBK APT BK APT I 1 LL I I a I X 1_ • 'a DK LATEFAIL WOODS .I 11 I 2SBK APT i..Y T2, I DETAIL C ITCH ® IP EST. 15 CV DDE EST. 55 SY PSRM J m WOODS coNc ISBKD —E—E I O CA6FN�PIPE 6 ( ^� I I �rDE TDE TDE x I I I I fql+ I I \ 1 bra PDf PDE PDf SST L.�E GRASS E E E f E F E E IP E I IN R/N _. _ _ _ .. EI • EIP _ C EMOVEISRC � � RE � SRO/2 PINE VIEW P4'95'! --- _\__ s EMOV - ss Q�L vL - - - - RE ss DUE DUE a P - �F 15' c F L 18 I D.S/E I C " ( GRASS 01— vuE� I LT J G • WOODS I I E DUE TPUE- 1 Ric I esr I Pu PUE I PUE PUE PUE E DE I —I PD UE NI BBMX PufslaG I r _E I I LATERAL "V" DITCH LATERAL IL DITCH I I m r I I f GRA I I SEE DETAIL A SEE DETAIL A l I EST. 65 CY DDE SPECIAL "V" DITCH ISSKD LASS B RIP RAP EST. 25 CY DDE uE� I I Jo �T.3 TONS ''LL SEE DETAIL E I I w EST. 10 SY GEOTExcIILEI LATERAL "V" DITCH 1 ' GRASS 2SBK APT APT I GR/1 S \\ \NN 15 CY DETAIL DDE I �N 7 O12CC.22'p4.� 0, . GRASS tS I ' PA E 17 k (ASHEBORO) . CLAS TONS RAP 'fir I I� I HTR 15 6 s CLASS I RIP RAP ON o loa.00' EST. 7 SY GEOTEXTILE I 7� I IP jq MALT 0 MEAL STREAM BANKS ONLY LATERAL "V" DITCH B SK APT B'T w� 1 EST.36 TONS RIP RAP IOU PEREZLOMELI SEE DETAIL A EST. 15 cr DDE O _ a I JANES HURRAY EST. 58 SY GEOTEXTILE BRIAN L CAS r p tl ® Ell KI 1 I LYJIK PROPOSED OUTFALL z .. _ - 10 ]] cfs 0=1.9 fps LATERAL "V" DITCH I I c INON�R05IVE) LATERAL "V" DITCH LATERAL 'V DITCH LATERAL DETAIL B I 25FDJ- SEE DETAIL B SEE DETAIL B EST. 45 CY DDE I II ? n EST. 15 CY DDE EST.5 CY DDE EST. 80 SY PSRM \ I PROPOSED ourFAll EST. 15 SY PSRM I �T+� 010=15 des EST. 20 SY PSRM 1 I II "UEBRA GIBBON NON= L4 r INONROSIVE) PLAN 'VIEW SITE I LEGEND co W LU O = C) U) O W C, W + fn Do Z N J = J U H Q ®DENOTES INPERMANENT IMPACTS SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER s 6 DETAIL A DETAIL B DETAIL C DETAIL E I I I I I I I I I I I \ \ PROJECT REFERENCE NO. SHEET NO. LATERAL 'V' DITCH LATERAL 'V' DITCH LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH I I I I I I I I I I I I / / 1 I \ 1 \ \ \ U-5711 5 Nor r° scalel Worm s<elel IN°rm scalel IN°tm s<°let I I I I I I I I I I I / / 1 \ 1 \ \ \ RW SHEET NO. orural � FIII Nmurol Fn Nowml Fn clone G D 1 G D N k' / I I I I /, \ 1 \ \ ROADWAY DESIGN HYDRAULICS sione o..d 1+r. sione mur°I ♦°'< Fal / I �I I I I / / / 1 1 \ ENGINEER ENGINEER D d Min. D= 1 Ft. d Min. D= 1.5 Ft. Groon �.� D Ferri° Slone / I I I SI b n. D' I F7. M. d= 1 F7. Mi, d= 1.5 Ft. LO 6= 2 Ft. b= 2 Ft. Min. D= 1 H. I I !II I I o II II II II I I I/ f/ 1/ 11 11 11 1 \\ -I- STA. 20+00 TO 20+50 RT Type of Li.— PSRM Type of Li.— PSRM _L_ STA. 32 125 TO 33 113 RT 1 I 1 I I I I I I I I I I I 1 1 -L- STA. 21+50 TO 23+5D RT 1 \ -I- STA. 25+00 TO 25+53 RT -L- STA. 20+50 TO 21+50 RT -L- STA. 32+00 TO 32+92 LT -I- STA. 28+00 TO 32+25 RT -L- STA. 25+00 TO 27-09 LT -L- STA. 33+82 TO 34+00 LT -L- STA. 26+60 TO 27+14 RT I w I I I I \ -L- STA. 33+24 TO 34+00 RT -Y2- STA. 12+85 TO 13+50 LT ' • \ / — / / / — — — - — / / f / / / / // MOTs MACDONALD 18 E, LLC HDR ENGINEERING \ \ l / / / / / - / / / / / / / / / I I 1 I I I I I I 1 ,0 \ \ \ LICENSE NO. E-0669 LICENSE NO. F-0116 - - - - - - \ \ \ \ //' / / / / 1 1 / I 1 I I 1 I I l l I \ \ \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PrePore in t o Office of: IVI MOTT M F oerive00., Nc 21- /' HDRpNII,.dS.. NO Rkig C .M[l / ' / ' // ' / / / / / / / / / l / / A v \ N.C.E.n.L.SstTke...N—b,:F-0113 ti / / l l I I I I I \ \ N.c.B.aL.s. IJcense Number. F-otra ;\ PERMIT DRAWING SHEET 3 OF 11 GLI -S TE 1 S[YENL.ARGEU \ \ \ AREA\ON\ / / Y \ \ \ r-I'�EcXT S�'IEE \ \ \ l l / l l l I l 1 I I I QCJPCg1DCUTFLL CARL HAMLET I / / / ' /' / l / / / I 5 / ) I I I l / 1 / / l v1q 14 fn! O/ 1 / /l l / /I I /l / / I I 1 I l 1 I IIN6N-/RoirvEl/ \\ \\ \\ \ \ SHELBY HILL / / / / / I I 1 r EIP \\ / / / /10 ' / I I 1 I �1 I \ \ \ \ \\ \ / / / \ \ SWAN LUCAS\ 4 / / / / / / / / a 9 / / / 1 I 1 1 1 7q, REISTING *F-OP, / � / ' / ..r4n MILT 0 NE P I \ \ I ISTING 24" RCP, / c/r / / / / I,,' Z / / MA1'NE/ O�f,c+. I I 1 I \ o TLET To DITCH 1 \ \ \ / /' J N EIW - / \ BWWAFI CAS ' / \\ \ SHELB HLL a ;\ / / / I I I 1 \ \ 1 Lp TERAL "V'\DITCH \ / / \ \ yEE DETAIL A\ \ /( , / / / / — / / / / / / \ \ I I I CLASS \ IP RA ST. 2 CY DDE\ — / LATERRAAL "V" PITCH // / / / / / /' / I' \ SEE 10 CY- / , I R P\ -1 1 %' EST(1D CY�DE / , / / L4T�RALEE,jAV" DrITCH / / / / / / I I I I I \ ESA 15 NS \ `I EST. 30SY PSRM! / / ,' EST. 2D$5 CODD '// / / ' /CL.4`S/8 &IR HiMi "' I \ \ — \ o / �j ! J 4o.oe/ — — �' / I I I EST. 30 5�' GEOTFtXTILE \ \ I` — —` EST.3 T 5 \ \ \ 2SBK APT ( BK APT ESi.-- � / / / woolas / / ) \ / • I � I I < S- _ � T. I X � I . �'=--yy J X� • 1 l -, I I \ \ I 1 moo' \ � � Ei , III I I TB` WD' '! I \ LATtAL 'V" ITC W _ 'E DK - / i \L . - SI I' ,j 1 1 i..Y of I / I l SEE 7oeTAIL CQ 7 f / J. I 4 ' I I I 25BK APT / / / m 1 / I \ b DDE II / d —_qGP/ / /�•i/ // 1�— / ! ESf, 55 Sy PPRM I I \ LJJ/ � H 1 y` I / / / / / / 1 - I •• \ 1 / / 1 I w00D5 tnNc 1 ' IS KD \ �� - _ _F op��1Iyp�p 7� J / I I I f / \ _Y_ / / / h f (� WQ \ \- .•/ E ICA6IN E /JJIX 1 /i I ! /\ / / II I _ 11 / / I \ ' / / 4 IL Zti a - 1 II \ -/ I "� I I I c. / / \��-�� / I ,I I ! \ �/G �3 / I I e e E E f f P E \ QO 1111I = p IU -1 HD'j tea_-�_ - -I 7 ' I X m 1 P .. .. _ ---�I i - - _ SRC U) o0 Lu CAS $�JI / ` _ I - _ J _ I _ ___ _ —�- - - _ - __ - LL.I + f 1 SR 11/ PIN,s VIEW .1-1 ss - (n DO _� >'DE a NE _ _��_ \_ \ \ �-=-z- • vLl_ - - 1 ss - - - - _ - - _ - - - (A HE R L - - - -J W Q P � l _ \ — — BST DU[I-��D E \ — —�— — _ \ ` \ — ^ — PUE , PUE \ DUF DUE \ \^ r — _ 15' _ .. < LATERAL "V„ DITCJH — —� aI \ JI " II _ �\ 18_ II \ Q SEE DEETYUiA\ \ — u,E — _ —ram_ _ I� LT / \�$ — fpP EST. 7 CY DDE- \ \ /' Yirl / / I I/ \ G • / I : / , J lS \ LATERAL "V" DITCH r �� Iry�•, — g57 / -SEEf3.ETAILA I X D KI PUE 1 III In R\� I 1 \ 1 I \ /\p PUE ruETP4E—PUE—/—j/EST. 25 ZY-DQE \ IL 1 1 '` \ G < l 1 11 / �E C / 1 _— PUE _ \ C/ -�ERAL V DITCH\ / ILTD �— --�` _ _ _ _ L0� \ _I'= — / I \BOX I — \ \ � �1-' GRA l LATERAV'V" DITCH /„ / —\ 720--- lu \1 \ C I SE¢-D AILA r� S DETAILA J w/ i \ .: I \ / I°' '(� 1 I I ' / '� / /I'LL�I w / _ \ `\ \ 1 I 1 \L.@.SS B R RAP I 1 EST.i2 CY DD / SST. 65 ICY DDE / SPECIAL'"V" DITCH — LATERAL 'W" DITCH \ �� \ a4 _ ;( 11 (/ ( \ \ 1 I 3 TO J / I / SEE DETAIL `W/PSRM ^ \ \ / /!2' CHL dL 3SB — — J _ — — / 11 I I I'T / \ \ \ EST,10 SYl GEOTILFy LATERAL ")4'/DITCH �/ 1 / SEE DETAIL 8 \ \ C <— — 11 �I PUE / 1 \ \ \ \ \ �m I I /SEE DET L A / I EST)15 CY. DDE 1/ / LATERAL "V" DITC NI I 11 I �' 1 25BK APT ( 2SBK \ I R� I I S \\�P m / / '1 'EST. 15 Y DDE \ ' I J ' \ J m I 1 9 EST I80 SY PSRM 1 SEE DETAIL A \ �• / I- — — / J \ I I 1 % \ GRA56) ; / APT I Jl,) / 1 / \ '\\ "F / D� I / / / / / / J \ , / I I EST. 45 CV DDE ', /RASS r C oF 24 / CLASS B'Pip RAP � EST. 2 1or, \ HTR \ GLASS I RIP RAP ON I / 1 \ \ 6 1 I I T_I I 1 o / loa.00• o EST. 7 SY (',EOTEXTIIE ¢� IP SD FIBERS CORP , O I I ) \ lq MAST 0 N�AL I S5TREAM BAN S ONLY/ 1 LATERAL' DITCH / 1 B gK ppT B'T \ `I( \ 1 / I EST. 36 TON RIP RAPT IGN P ZLOMELI 1 1 I I SEE D TAIL A -'715 1 I <o t� I \ I \ \ I I I I I 1 1 EST/1? CY DDE /�' SWAN L CAS \ ly l w \ \ \\ !'• \,; \A�IE$ MUF�RAY \ \ I I I I ,EST. sB s— Y- ILEI II 1 1 C1NC\ - PRoaos� ouTFnu I I I I 1 I I I ojo \ \ \ \ II I I I I I / Ir1cSN�RosrvE ATERAL 1'V" DIT I H 11 1 I I / 4 - \ 1 I `I f LATE&L "V" DITCH I m �_ 1\ I I I I I I / / SEE DETWL 8 LATERAL "V" DITCH S I I \ I ( 1 25 D J I I / ISEE DETAIL i I SEE DETAIL B / \/ I I I I\II \ \ I I I I I I I 1 /PROPOSED OUTF i EST. 45 CY DDE \ 1 I f% EST. 15 SY PSRQN T. 20\ SY P RM 1 I l§ IEST. 15 ICY DDEI ST. 5 CY D'DE 1 I EST. 80 5'r'PSRM \ I I III \ I I \ I I I I I I / calo , T , / I 1 \ / m 1 I / vlo=1.E rPS I I I \ 1 �A QIBSON I I. I I I I I I I INON�ROsrvEJ \ \ �PL,,, �I vjt �'y I / SITEI��I'll Jli 1 I 91 \ 1 1 \ I \ / I � /' /' / / // / / / 1 I I I I I I I I I I 1 1 I I I I rp � f // / � 1 I I \ I00 0\ / ' / I I I I , / /� LEGEND - - - _____----710--_�'' DENOTES PERMANENT IMPACTS IN SURFACE WATER 50 t00 DENOTES TEMPORARY III- - I00' II'(ORIZ/. / i / -_ - - ® IMPACTS IN SURFACE WATER c ° - - I 1 I I I I I I \ \ \ \ \ \ \ \ I I I I/ REMOVE 16 LF OF EXISTING 24- RCP, OUTLET TO DITCH \ ut PROPOSED OUTFALL Q10 = 9.4 cfs p V10 =1.7 fps (NON —EROSIVE) nCONC M TDE TEE o Pn�F E— QpE — GI EIP � A CO'O�• �i Ira � E GRZCSS- I C DUE G 0-� I P U E � cn I Lo r-- 1 I m I PROPOSED OUTFALL Q1o=7.2 cfs DETAIL SHEET FOR V10 =1.9 fps (NON —EROSIVE) SITE I 40 0 20 40 SCALE: I"= 40' HORIZ. CONC E 5" RCI i c� QvE- PUE PROPOSED OUTFALL Q10 =1.5 cfs V10 =1.4 fps (NON —EROSIVE) 0 N a 0 a z LEGEND ®DENOTES PERMANENT IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER REMOVE 16 LF OF EXISTING 24- RCP, OUTLET TO DITCH PROPOSED OUTFALL Q10 = 9.4 cfs V10 =1.7 fps (NON —EROSIVE) PROPOSED OUTFALL Q10 = 7.2 cfs V10 =1.9 fps (NON —EROSIVE) 40 0 20 40 SCALE: I"= 40' HORIZ. 7r6uE —� 6 DU C AS — —� PU E --r _C�—I i i i � � w� DETAIL SHEET FOR SITE I PROPOSED OUTFALL Q10 =1.5 cfs V10 =1.4 fps (NON —EROSIVE) 0 N a 0 a z LEGEND ®DENOTES PERMANENT IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER I LO F— W LU O = O 1n o WCD Lu + U) M LU Q Z H J U) = J U H Q 100 0 LATERAL 'V' DITCH ( Nat fo Scolel oral 1 � Fill Geiound _y D ry� 1'ht. slope Min. D�1 Ft. b=2 Ft. —L— STA. 34+00 TO 34+50 LT 50 100 5Y SCALE: III= 100' HORIZ. DETAIL B DETAIL C DETAIL D LATERAL 'V' DITCH LATERAL 'V' DITCH SPECIAL 'V' DITCH ( No1 fo Swle) Not to ScoleJ INof to Scale) b b Notuinl Fill Natural Fill Q Ground 1"F1. Slope Ground lht. Slope Natural Fill d D d D Ground 2 D 3\ « Slope N Min. D= 1 Ft, Min. D= 1.5 Ft. M. d= 1 Ft. Max. d— 1.5 Ft. Q 6= 2 Ft. b= 2 FE Min. D= 1 Ft. 'ype of Liner= PSRM Type of Liner= PSRM —L— STA. 35+90 TO 37+00 RT —L— STA. 34+00 TO 34+12 RT —L— STA. 43+05 TO 43+92 LT —L— STA.36+50 TO 37+36 LT DD —L— STA. 41+00 TO 42+10 LT _L— STA. 39+77 TO 41+00 RT —L— STA. 41+30 TO 43+84 RT —L— STA. 44+28 TO 45+60 LT 0 —Y3— STA. 10+45 TO 10+88 LT Q —Y3— STA. 10 1 40 TO 11 150 RT Z o yII1"�.Jc,AN LUCASA P 1 I I M C•J RV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER — MACDONALD 18 E, LLC HDR ENGINEERING LICENSE NO. F-0669 LICENSE NO. F-0116 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare in 1 e Office of: m Moir M Fo se, 7aa aS�Varinp, NC 2J526 1) Ma®oNnLn www.mo m o mer N..C.E.E.L.S5 Lkenlse N�ulmlber F-0113 PERMIT DRAWING SHEET 6 OF 11 ti F— LU LLI p q In O LU C) LU + u) V LU Q Z H J � = J U H Q ®DENOTES PERMANENT IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER DETAIL A DETAIL B DETAIL C DETAIL D - - PROJECT REFERENCE NO. SHEET NO. LATERAL 'V' DITCH LATERAL 'V' DITCH LATERAL 'V' DITCH SPECIAL 'V' DITCH \ \ 1 1 1 I I 1 I \ 1 1 I \ \ / U-5711 6 I Net t, I Net t, SceleJ IN— scale) v 1 1 1 11 1 1 1 1 1 I \ \ - RW SHEET NO. oral Fll Nm�iul b Fill Newrel b Fill Q\ \`\ 11 1 1 II I II 1 1 1 1\ \\ \\ \\ \ ROADWAY DESIGN HYDRAULICS Geeued :y 1\ 1'�F'. sloae c<eued D 1„ht. sl.ae crewed D I.ht. sl.ae Nawral 3.\ `s FIII \ / / \ ENGINEER ENGINEER D d Mi.. 1 Ft. d Min. D= 1.5 Ft. Greund 2� D Slope N \\ \ \ Min. D-1 Ft. b=2 Ft. M°x. d- 1 Ft. Max. d- T5 Ft. Q C 6= 2 Ft. b= 2 Ft. Min. D= 1 Ft. \ \\ \\ \\ \ \\ \ \ \ \ \ \ \\ `O• \ \ \ /� / -L- STA. 34+00 TO 34+50 LT Type of Liner= PSRM Type of Liner= PSRM \ \ \ \ \\\\ \ \ \ \✓ /'�.._ _„rD$ ) / / -L- STA. 35+90 TO 37+00 RT -L- STA. 34+00 TO 34+12 RT -L- STA. 43+05 TO 43+92 LT -L- STA. 36+50 TO 37+36 LT olo` -L- STA. 41+00 TO 42+10 LT -L- STA. 39+77 TO 41+00 RT -L- STA. 41+30 TO 43+84 RT -L- STA. 44+28 TO 45+60 LT -Y3- STA. 10+45 TO 10+88 LT -Y3- STA. 10 140 TO 11 150 RT \ \ 1 \ 1 I 1 Q' 1 \ \ \ \ 1 Z \ I \ \ MOIT MACDONALD I&E, LLC HDR ENGINEERING Q• I W 1 \ \ ILICENSE NO. F-060669 LICENSE NO. F-0116 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED e \ \\ \\ \ I 1 I 1 I I I I I I I I 1 I \ 1 1 Prepare io i e \ \ \ \ \ \ I I r \ \ \ 1 \ q \ I I I I I I I I I ) I I I Offi- °f: M \ \ \ I I \ \ \ \ 1 \ \ \ \ I 1 I I I 1 I Fo e.x Tao \ \ \ \ I 1 1 1 1 I I I I I 1 / I I I M M°®°Nun ova ma,o `muse \ `\ \ I 1 / \\ \\ 1 I ) I I I I I I I I I / / 1 m I HDR ei3laeeda9. m�. nrlbe Czrnlmas OD 555Flpe ,Ib st soh NO Rkig,.. I.C. MD1 (7L I N.c.B.E.L.s. Lkense Number. F-0113 PROPO D IC0TF?u1 � (s ' \ I YNo'FR` N PERMIT DRAWING ��b� � \ \ \ 1 I SHEET 7 OF 11 \ LF/OF/IN ETI I I 1 1 \ \ \\ \\ f / I I F I _ \ \ \ I I3 rs I I \ \ \ _ ` \ \ \ I CHAIGNBL I PR VE E T \ - \ 1 \ \ / EST. 50/ OIIsIGEOT X7)[ERIPI RAFT \ \\ \ \ \ �. I 1 1 1 25FD \ 111 I / \ 11 I / ) ) iw o I�BK APB/ \ \\ II I� 1 V/ /I I \ \ S \ / 37) U I ^� \ \p 1 / / - - I-J-�-i'1- I IIr /39 1 1 SEE LATDETAIL B CH r 9 \ `\JT 7� 1 I l / / // 1 /-i �/ `J/ n 1F 1 1 I 2�- � ye EST/ 120 cv DDT \ \ 1 1 I 1 2)1 I I 2� / / 214 / \ - �— III -/ / \ EST.I $Y--P / \ \ 19 i I 21 / RIS H I 1 // // BRIAN elf@ ` 0 1 / I \\ \ 1� \ LRRRY NARL� NON 11 S M1� \ B�I �UCAS ``BRI LUCAS 1 IJOY / HIE A IBRI / _ 1 1 -1 I rm// // // - �6os/O CUT/All \ pD�,J� \ J / / I I ) \. / \ CLA$$rA iil 4+ / _ QIO=3.3 \ JULIQ HERNAIRDEZ ` \ "'�I``^^'^ \ \ \ \ / / I / I I I / / , / m 2sFd - I I \ \ ��S %1V14' oNs \ I / / - , vy-,.� tag/ \ \ ` \ \ 1 I I 1 \ \ \ - � _ _ _ / / / I I 1 Lt/TER�L " [/iITCrl / ( \ S EEl l4 SY GEOT� NON -EROSIVE), / / SEE QETf4IL I I P$Rr1I I ( \� \ ZAIERAL „V„ DITCH \ \SEE 13ETAIL A \ EST 2 T 1 I \ \ LASS 6 RAC/ - / lcFD III I 10 - - - -/ Il III /2SBK APTJ I 1 T 2SBK APT\ I I / ' 1 / Ebl. / S EOSEkTIyE 1\ /- I I I\ 0 I I SAT I 'IcL ISBKD \\ /eSi \ I $ �GIA/L "V" DITCH I 11 I CI \ \ l \ I 1\DETAIL D 111 I G C�{S,''�- - / I \Lct.III�;,\ � \-tly \ \1\,\ �111\\,► I � I/../-/�795�iI-J/F 111--- \ -- / III " 1 I 1 , - IEtt f� - - - - LO F- LU LU O = 0 L In o LU0 + -Y=- 1n M Y— LUH E a E- 1_E'w, L) cR A 1 I I /].- I I t GR 511 1 ./I,ve-1-4-4 Er III/ -�--flj GRAss\ I I I I II � � u PUE rY",, J` .II `�� `\ \\ -RAss\ALE \ \ I ' _-TP, I r �/ / / / / /!i / , P �wooDs r , / I// PUE PUE Pu4 - TT --puE—TPUE �P/ f3- \ I / \'E_ T— _ _ / / LATE"ryv�� " G11T / / \ 1 1 oQy I ' E IF�I P? X : 1 I SEE 9ETML B �/ - t%'C7// I ISGKd \ / 1 IS�K01 1 Gf)1 PUE \ P I HTR SPECIAL IL DITCH �� J \ \ ' / 1 I I "1 �' Y -ESf 70/CY DD / / SEE DETAIL D I \ - _ \ \ c,Q' / I I / // / I 1 I \ \ - IISB D I I I / ,EST. 0 Y' P$ / X HTR/HTY � I � � J �jI I // I \ • I 1� _ I I- I II P?`T' I \H1R\. .\ \ I \ \ I\ - I / I , I -/ 1 I I11 // \ I � v I j \ J P / / / // / f CF BOH I \ \ - < 1 (( {r� / L7 \ P"� +' E� oUTFALL / / / / IPES JU CTI \ / ISF APT \ \ 1 2�/ J- 4L0' bC;3 Ih \ I( I I I 1 \ \ \ 1 1 I Il I) l\ \I/L"igyj //' // //l//r° / ///�� vronl� i >� l/ / /,f�/ / Oi /,�/�Il�r ll GL4,$S B Id' PAP HTR I 1 \ - I // \ I \ l - I 7 / / / / I I / / / / / N E 05NE r / / �OPOSEI} dD A�1 \ EST. z T s \ _ _ _ _ 1 `.I-";-'y, I t \ , /I g - r I / _ / / / / / , / / / , / / er,o�3v <r/ / / \ \\ 36 \ EST�7 SY GEOTA7L,FILE S$ 1 SPECIAL/'VY DITC , / I I l / / / / , / J / / / / / / / / / / / \v10-Is fps) I \ \ \ \ \ , r -SEE ETAI D / / / / / I / / / / / ERRIFERDN/C BRA ITH \ l / I Ie2�I I I 30 ,'\ \ I P j3/ l l/ //q/ 33 // / / ' / 0 17 1 ` 27 `128 / 1I \ 1 q0 /3 1 FA OLEY / / / / f� \ \ B LUCAS\ BRI LFCAS / BCL HOLDJNO`S,LLC \ I /\ V/ / / / / / / / /// / I \ \ \ \ R1A►� PATURT , / / / / :y BE HILL \ \\ 26 \ \ \ I \ \ \ (/ I I I m I I \\ / I I 1 "I T Y Ojt I I I / �_��I �� //�.l ./ ��J //J�/�/�. ,r �/ / // t 1 1 VIVIANSCHNARZ\111 I /i_^`TT��J//�� \\ I1 1 P \ 1\ \ 11I\E \ \ \\ \\ \ BAN ELI U OUEMEIJT ` \ % l/// ////j/// i/ `\\ 1 I I �1 9 II ES .12tY aEOTE�TILE�IP Il.4P 11 \SEE\ ��L444��LARGE'D \ \\ \ PLa°�.7TNI tVjE M \I I tAkE,A, ON \ \ \ INkif �HEtT \ \ \\ \\ 1 1 \ \ \ \ \ \ \ \ \ / / , / / m 1 \ \ d09 \ \ \ \ \ \ \ \ \ \ \ r� 45 1001111 ay5 / / / I \ \ LATERAL ' SEE DETA ES -r70 \\ —EST* I \1 n IN xT 100 0 50 100 SCALE: 11I= 100' HORIZ. CLASS II RIP RAP W/GEOTEXTILE ON FLOOD BENCH CLASS II RIP RAP T THICK W/ GEOTEXTILE (TYP.) 2' SILLS BACKFILL WITH CLASS B RIP RAP AND NATIVE MATERIAL PER SPEC. ® EXCAVATION=40 CY CLASS II RIP RAP W/F CLASS II RIP RAP W/ GEOTEXTILE ON FLOOD GEOTEXTILE ON FLOOD BENCH BORDER W/ CLASS BENCH BORDER W/ 2:1 SLOPE (TYP.) —s^ — — ON FLOODD B NCH 21 SLOPE (TYP.) CLASS II RIP RAP 2' THICK W/ GEOTE)CrILE ITYP.) I 11 N SILLS BACKFILL WITH I I CULVERT BURIED I' CLASS B RIP RAP AND CULVERT BURIED I' BACKFILL WITH NATIVE NATIVE MATERIAL BACKFILL WITH NATIVE 0'-12' 6'-12' MATERIAL PER SPEC. (TYP.) PER SPEC. 0-12 12-15 MATERIAL PER SPEC. (TYP.) 1' SILL 1' SILL NOTE: FOR CUT CONDITION, USE CLASS II RIP RAP INLET CHANNEL FLOOD BENCH BORDER WITH NATURAL GROUND OUTLET CHANNEL (LOOKING DOWNSTREAM) COVERED WITH COIR FIBER MAT INSIDE BORDER. IN (LOOKING DOWNSTREAM) ®EXCAVATION=30 CY FILL CONDITION, USE CLASS II RIP RAP FILL THROUGHOUT (SCALE 1- =rJ) WITH NATIVE BED MATERIAL FILLING THE VOIDS ON TOP. (SCALE 1- =5') � 7 . �T� may: ft-OMMmma,- ®DENOTES PERMANENT IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROPOSED OUTFALL Q10 = 2.3 cfs V10 =1.0 fps (NON —EROSIVE) 40 0 20 40 SCALE: I"= 40' HORIZ. DETAIL SHEET FOR SITE 2 nnl n/ rrrl / l ITCAI I DPOSED OUTFALL = 3.3 cfs I=1.7 fps :)N—EROSIVE) ?ROPOSED OUTFACE Q10 = 3.0 cfs V10 =1.2 fps (NON —EROSIVE) LEGEND ®DENOTES PERMANENT IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROPOSED OUTFALL Q10 = 2.3 cfs V10 =1.0 fps (NON —EROSIVE) 40 0 20 40 SCALE: I"= 40' HORIZ. DETAIL SHEET FOR SITE 2 PROPOSED OUTFALL Q10 =13.2 cfs V10 = 2.0 fps (NON —EROSIVE) DPOSED OUTFALL = 3.3 cfs I=1.7 fps :)N—EROSIVE) PROPOSED OUTFALL Q10 = 3.0 cfs V10 =1.2 fps (NON —EROSIVE) LEGEND ®DENOTES PERMANENT IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. SHEET NO. U-5743 ROADWAY DESIGN ENGINEER INC®MPLE 00 NO'll' USE FOR HYDRAULICS ENGINEER rE PLANS 111c ACOUI9ITION ENGLISH .11. —1. 1 & E ILC LICENSE NO. —69 HCI ENGINEERING LICENSE NO. F-16 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare in }Ie Office of: M M Fo eo. o0 MCTT Fuquoy-Varino, NC R]5]6 MnpooNnlO www. o oc.comhme co PERMIT D RAW I N G SHEET 10 OF 11 HDR En9lnPering o of tl1e Czrolirias F�� N. R.E.LIII6. 1L �r„=r°N �°,Ie_,NFIJI16 TA. 44 d 05 —L— SKEOt x = 00 GP ELE MAI.�-- . = 687.8 2:1 (NORMAL 6901 RE O E IS IN EXI TINGEFT 1 1690 (3) CM AP TOP O BANK TO O BANK SREAED 70 EFT BARREI SILLSbILL RE INS T 1 FROM 7O NORMAL W UL ER IN ET 4,N OUTLET P RA LEL DATE: 9 12— 0l LO E _ .0 75 t 6601 1 1 1 1 1 1 1 1 1 1 1 1 1 1 660 > > NOTE: FOR CUT CONDITION, USE CLASS II RIP RAP FLOOD BENCH BORDER WITH NATURAL GROUND COVERED WITH COIR FIBER MAT INSIDE BORDER. IN FILL CONDITION, USE CLASS II RIP RAP FILL THROUGHOUT WITH NATIVE BED MATERIAL FILLING THE VOIDS ON TOP. 200 150 100 50 0 50 100 150 200 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 -L- 32+96 to 33+23 36" RCP < 0.01 < 0.01 44 5 2 -L- 43+73 to 44+23 2@12'x7' RCBC 0.02 < 0.01 77 10 TOTALS*: 0.02 < 0.01 121 15 0 *Rounded totals are sum of actual impacts NOTES: SITE 1 PERMANENT SW IMPACTS= 0.006 ac Revised 2018 Feb