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HomeMy WebLinkAbout20190370 Ver 1_U-4906 HYD_Permit_drawing_7-30-2019_20200306Highway Stor F Iliki (Version 2.08; Released April 2018) :A North Carolina Department of Transportation °- °, Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS IIU WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 1 of 3 General Project Information WBS Element: TIP Number: U-4906 Project Type: Date: 4/10/2019 NCDOT Contact: don 7Castle Contractor / Desi ner: HNTB North Carolina, P.C. / Matthew D. Foster, PE Address:dos Blvd. e, NC 28429 Address: 343 E. Six Forks Road Suite 200 Raleigh, NC 27609 Phone: 910 341-2036 Phone: 919 928-6229 Email: tmherndon ncdot. ov Email: mfoster hntb.corn City/Town: Jacksonville Count ies : Onslow River Basin(s): White Oak CAMA Coun Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 6.61 F Surrounding Land Use: Rural Proposed Project Existing Site Project Built -Upon Area ac. 23.1 ac. 22.1 ac. Typical Cross Section Description: 4 - 12' asphalt paved lanes, 2' paved shoulders, and grass shoulders sloped at 3:1 or flatter 2 - I asphalt paved lanes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 41,000 Year: 2040 Existing: 23,000 Year: 2019 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project U-4906 involves widening SR 1308 (Gum Branch Road) from the west of Mills Fields Road (SR 1313) to East of Ramsey Road (SR 1324), adding 2 foot paved shoulders to each side of Gum Branch Road, and improving intersections at Cow Horn Road, Quaker Bridge Road, Mendover Drive, and Ramsey Road. There are three existing crossings at Unnamed Tributaries to the New River. Wetlands present within the project area. Waterbody Information Surface Water Body 1 : Bachelors Delight Swamp NCDWR Stream Index No.: 19-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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 7/30/19 I lighway North Carolina Department of Transportation Stormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 2 of 3 Additional Waterbody Information Surface Water Body (2): UT to Half Moon Creek NCDWR Stream Index No.: 19-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) I (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) Surface Water Body (3): 1 UT to New River NCDWR Stream Index No.: 19-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (4): Cowhorn Swamp NCDWR Stream Index No.: 19-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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 7/30/19 I ligp hWa North Carolina Department of Transportation Storm Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: 40255.1.1 County(ies): Onslow Page 3 of 3 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? 13 -L- 155+67 RT (3)UT to New River Std. Riprap Pad Class'B' 21.0 Pipe 30" 9.0 1.2 N/A 34.87092,-77.49642 13 -Y2 REV- 17+47 RT (3)UT to New River Std. Riprap Pad Class 1 191.0 Pipe 48" 46.0 1.7 N/A 34.86993,-77.49676 Additional Comments Keter to the NUUU I k3est Management F'racticeS I oolboX (2u14), NUIJU I StantlartlS, the retleral Highway ACIMinistration (rHWA) Hyclraulic Engineering Uircular No. 14 (HEU-14), I hlrcl ECIItion, Hydraulic Uesign bt Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. 7/30/19 ° 'o Xim Q 7/30/19 N :2 FTCTN7TV MA P "J %—NAAX VVL XLY AA\%/\J l l VLt BEGIN TIP PROJECT U POT STA 30 + 50.00 -dal— - TO RICHLANDS SR NCH ROADI 08 <GUM BRA V A X-& 1 JLi mil' 1,4 mil% A ILA X-& T)TVT.qTON 01P T4TC.T4W A X.C% ONSLOW COUNTY LOCATION. GUM BRANCH ROAD (SR 1308) — WIDENING FROM THE WE; MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR TYPE OF WORK: GRADING, PAVING, DRAINAGE AND SIGNALS WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 2 1 a0 W Lu y �aoo y N�C Ca 1 SITE 3 � 3w k* DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD AKII1 r/1 AAD4.1 LDr1AA rll IAIICD DDII'lr_C DnArt Tr1 CI1r_C\A/nr111 r%DI\/C -Ll- STA 10 + 00.00 END CONSTRUCTION -L- POT STA 2 80 + 00.00 ti��LF O Q ^o° BEGIN CONSTRUCTION 3Q -Ll- POT STA 13 + 73.3,e r° END RESURFACING Ll- POT STA 14 + 00. RMt R.n NNMM.T ■YYUIIC/ MO. �* W�YA •C U-4906 1 RAn R701.M0. 1LA.R7Rl.M0 �OCIIM710M 40255.1.1 STP-130812 P.E. 40255.2.2 STP-1308 12 R.O.W., UTIL. 40255.3.3 STP-130812 CONST. T OF 1324) PERMIT DRAWING SHEET 1 OF 22 END CONSTRUCTION -Ll- STA 23+25.00 BEGIN CONSTRUCTION -Ll- STA 44 + 52.50 s BEGIN CONSTRUCTIO F1-10� vv END RESURFACING e2 0 a o�� o g- -Ll- STA 58 + 82.30 Z FOw ,3 2 oZ o� C °0 �OF Z 1gti oA y� 00 END CONSTRUCTION SITE 5 TO JACKSONVILLE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�H Office HYDRAULICS ENGINEER ADT 2019 = 23000 N T B N 1 1 T L GaNA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 C�NTB Rale NORTH NorCA1th pov'cnery 50 25 0 50 100 NC License No: C-1554 e°=:;%Ess' q°O t 00 ADT 2040 = 41000 p K = 8 /o ` 15]ba I ` s 2018 STANDARD SPECIFICATIONS DOUGLAS M. WHEATLEY. PE PLANS PROJECT ENGINEER D = 60 % LENGTH OF ROADWAY TIP PROJECT U-4906 = 6.605 MILES PE' SIGNATURE: �°' '° O S ROADWAY DESIGN ENGINEER ,"" 'C'ARo� .,, ° FESSo9",'., 50 25 0 50 100 T = 4 % * ** V = 60/50 MPH * TTST =1% DUAL 3%SEAL TOTAL LENGTH OF TIP PROJECT U-4906 = 6.605 MILES RIGHT OF WAY DATE: JUNE 28, 2017 CORY R. GRELL, PE ' e � • PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER 10 5 0 10 20 FUNC CLASS = LETTING DATE: 0 436 86 (: Tw MINOR ARTERIAL STATEWIDE TIER APRIL 16, 2019 MICHAEL BASS ';G F*GjxE "SM PE SIGNATURE: NCDoz coxracz PROFILE (VERTICAL) 30' NOTE: CENTURY -LINK RECORDS INDICATE A Sh BURIED F.O. HAND HOLE IN THIS VICINITY. UNABLE TO FIELD LOCATE THIS STRUCTURE. O O MICHAEL BYNUM O ESTATE FILE OF SARAH MAZINGO + (5-11-11-DOD) 10 `\I � waoos N W 2 - ''-- Z W 142x91' CMA o14-PIPES) n .I N �_e ----- --- -- 12'ON'WgsA-- ss 2 F_ U NO7E APPROXIMATE w OF 7RANSID 70 14�HDPEION N UNDER CREEK. PIPE CHARLES WESTMORELAND,et of 30' Public Trust Shoreline AEC NN T B LicenseoNo: 200 N0 C-1554nas2]609Uite �.p Q ti ANDREW WESTON, et al T AECt I30' Public Trust Shoreline AEC SUZANNE POSTE "."I WESTON, et al� Z_ SUZANNE POSTE sesr s 4e 92 /sgLk / f I ; H7R PEGGY MARSHBURN, et of ®� I I I ®� u SOPHIE CHAO gUs GRAVEL 2'DOGWOOD II � I 12"DOGWOOD i�l I I ¢ l a ° L7 I FY�cjF�l II ------ STING F/FWI� _ 6 RCP _ _ _ _ _ _ I5" RCP�'�5 — �REfAtti _ _5_oIJwASA — — R P 18' RCP L — F . REf�PL _F PL RCP — _ _ F — 6 6' 0 AS — _ — _ — — SR1308 - GUM BRANCH RD. (AATUR) (AATUR) "'PAVED ROADWAY - w ------1-- iss--- --?—_---- --- ---__-------=___-- — — —Fss— � �.----F-- —— FSS----- — -- N1 14'y YPRESSN �FTJ APPROXIMA 7E LOCA TI\ P CULTIVATED FIELD CULTIVATED FIELD 0/)CYPRESS UNDER ANSM CREEKN TO 14^ HOPE PV �Sf SPEC. T.'11' DITCH SEED TAIL 1 % N F______30' Public Trust Shoreline AEC O KEITH GURGANUS DETAIL 1 SPECIAL LATERAL 'V' DITCH IN— Swle) Na,urol Fill Ground 3.] . eta Slepe D D— 1.0 B. FROM -L- STA. 75+50 TO STA. 77+50 RT PROJECT REFERENCE NO. SHEET NO. U-4906 7 RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 2 OF 22 N. GEORGE NEWBOLD. et ux DB 473 PG 221 x 0 CHL p BKD I-X ' NJ 15' PEACH CIS" RCP IS' R FS5 INNNIIIZ\Ii11NIN�N .,STU + E x In ¢ m 0 QQ N X S EL Q 1 W J N UU �VE /ARV 1 \ CO�C \— Q ISBKD TT i ` ` (— DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4, MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED 7/30/19 1 FOR -L- PROFILE, SEE SHEET 28 � � SHEET NO. RAW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS O11ANO USABLE SHOULDER (4'kNN|MUM) NOTE: ALL DRIVEWAY RADII ARE 10'UMLES3 OTHERWISE NOTED FOR -L- PROFILE, SEE SHEET 28 7/30/19 C�INTB HNT13 NORTH cnROLiNn, P C. PROJECT REFERENCE NO SHEET NO. \ 343 E. 6ix FO rka R08tl, Suite 200 V Raleigh, North CapOlina 27609 U-4906 13 NC License No: C-1554 nRW SHEET ROADWAY DESIGN HYDRAULICS 1� ENGINEER ENGINEER ASHLEY K. & EDNA P. & 0 O KATHRYN M. FAIRCLOTH FRANKLIN MARSHBURN � � FILL N /� 2 GEORGE FRANKLIN WETLANN & EDNA MARSHBURN EX A TION,�� CLASS 'I' RIP -RAP - O EST. PERMIT DRAWING 10 TONS SPEC. AT.'V' DIT IN, W E Ng " Not FG 26 EST. 38 SYGF SEE DETAIL 5 MARGARET M. 4'STD.BASEDI7CH M CHANIZED AINGo e/ �.' - /ice * ti a�. SHEET 4 OF 22 THOMPSON SEE DETAIL 9 IN ETIJ'1/ / k S E 5.0% DDE = 5 CY G a T -/ 0 A 0 083/ TEMP. I ACTS IN SITE 1 �� � ��� ���� � � . �� SITE 2 0o NSRS '2 f s> SURF TER SPEC. AT. 'V' DITCH / / / i SP C. AT.'V' DITCH X 1Nc SEE DETAIL 5 s /� �. E DETAIL 5 32 - SRr93a\\ s \ B RCPIVrPG j M ,I AG �� :15 � QV EiP ZELMA RAHAL, et 01 w IMPACTS IN � SURFACE WATER A EMO E e I�R 93 � E/ �� n- - � � LEGEND „P & / SY S SURFOTES IMPA ACE WATERTS IN k DEN ES TEMPORA DD CLE 3�Ra t\� R\ REMOVE RY IN WETLAND ® IMPAOCTS IN SURFACE WATER s. M� mk soi i DENOTES SLABVLID/� PPE,\r1G �_,� 18" RCP —IV CLEARING a•: .•. AG MECHANIZED E TES DENOXCAVATION D TES ND EX k IS BLK j BUS HTR RONALD J. DENOTES FILL IN \•e ��P /"Jg{L �� & KATHEIR WETAND PEC. AT 'V' DITCH SEE DETAIL 5 �>> / `� ,rp \� `` CZOSNYKA ® CLHAND EARING P. IMPACTS I P 31 RFACE WATE GARY DALE JR & /'' "GAP "'�� RE7AI \ JACOB ERIN MARSHBURN C. A7. 'V' DITCH /� SEE DETAIL 5 A � SPEC. s A C RETAIN i F WILLIAM HANCOCK. et ux \ / C O \ e DETAIL 11 STANDARD BASE DITCH o co 1 Not ro xalal 30" RCP —IV - ���0 R / j/ DITCHAT.8.25 0 �\ C9 ZELMA RAHAL, et al Notaral Ski Nj/ / SEE DETAIL 5 ��+V Greoed ?.7 D ry4 I ee II "REpMOVE SPEC. AT.'V' DITCH q \P \ B Min D= 2.0 Ft. SPEC. APE T.'V' DITCH / / — 24 SEE DETAIL _ _ _ SC. AT.'V' DITCH SEE DETAIL 1 PASTURE F SEE DETAIL 1 FROM-Y2_REV- STA. 17+60 RT. CLASS 'B' RIP -RA EST. 8 TONS EST. 21 SYGF F S \\��O 4' AT. BASE DITCH CLASS 'I' RIP -RAP S SPEC. AT. 'V' DITCH SEE DETAIL 10 EST. 45 TONS IMPACTS PACTS I N \\ � � \ SEE DETAIL 5 EST. 65 SYGF �.r �� 30" RCP -IV V SFD 4' STD. BASE DITCH SURFACE WATE I� 1B W/SLAB LID SEE DETAIL 9 / DDE = 325 CY SITE IMPACTS IN SURFACE WATER m ° v\v b D t /� v1v v �o BETTY CULLIPHER, et al OB 1450 PC 289 1 BETTY CULLIPHER, et OI SE STD. BASE DITCH CEMETERY S'STD.BAE -TEMP. IMPACTS INS . DDE-335 CY� \ \\ ! SURFACE WATER DETAIL 5 \✓ \ \ s'] SPECIAL LATERAL 'V' DITCH \ \ \ x 1 Not to scale) 00 DETAIL O DETAIL 9 DETAIL 10 Ground O Fill SPECIAL LATERAL 'V' DITCH \� \ STANDARD BASE DITCH LATERAL BASE DITCH D Slope INa fo smlal Q \ � 1 Nono xalal 1 Nono scnlal Min. D= 1.0 Ff. b Noturol 1 FII �p \\ NaNrol Norurol Ground 3.7 alopa 00 \ \ \1\ 2 Greun ?. Ground ?; 1Ff. Fill D S D ti` FROM -L- STA. 155+00 TO STA. 156+00 RT. \ N slope Min. D= I. a I e I 6= 4.o Ft. I ,I Mir,. D= 2.o Ff. FROM —L— STA. 155+23 TO STA. 157+00 LT. Min D= 2.0 Ff. 6- 4.0 H. FROM -L- STA. 158+24 TO STA. 159+36 LT. FROM -L- STA. 161+07 TO STA. 164+75 RT. M \\ \ \ o_ b= 5.0 H. FROM -L- STA. 159+36 TO STA. 165+00 L7. FROM -L- STA. 152+00 TO STA. 155+23 LT. \ \ FROM -Y2 REV- STA. 13+00 TO STA. 14+00 RT. \ \ \ \ FROM -L- STA. 155+68 RT. TO -Y2 REV- STA. 16+00 RT. FROM-Y2_REV- STA. 16+00 TO STA. 17+50 RT. - FROM FROM 2 STA.164+75 TO STA. 165+00 RT. i -L- STA. 159+36 IT. FROM -Y2 REV- STA. 15+00 TO STA. 17+09 LT. - \� sQ so' o' Sc 100, 150, DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR —L— PROFILE, SEE SHEET 31 GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2—REV— PROFILE, SEE SHEET 38 7/30/19 C�INTB HNTB NORTH cnROL Nn, P C. PROJECT REFERENCE NO SHEET NO. \ 343 E. Six FO rka R08tl, Suite 200 V Raleigh, North Carolina 27609 U-4906 13 NC License No: C-1554 SHEETRW ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �O O ,,45--_, ASHLEY K. & ��-_e EDNA P. & ' ./'� KATHRYR M. FAIR%OTH FRANKLIN MARSHBURN 2,7 FILL N �- 2 GEORGE FRANKLW---- WETLAN� &,EDNA MARSHBURN ,- _ -- - EXCA TI0N'1ACLAS�� EST.1 'TRIPRAP NPo PERMIT DRAWING O EST. 10 TONS S�ECaAT 'V' DIT I W E N ` 26 EST. 38 SYGF i a ,� 'SEE DETAIL 5 IFS M CHANIZE ING E �' ti SHEET 5 OF 22 MARGARET M. - � i I 4`aTD. BASE DITCH / i THOMPSON �, I Sl D5.0% LAN DOE = 5 CY i `______, G A '^' 00 / / // 0 $ o TEMP. I ACTS IN � SITE 1 � � �i �� " � � �� - - �- �� NSRS p7 E SURF TER SPEC. LAT. 'V'DITCH �;& /� /� i �' SPC.LAT.'V'DITCH/ � SEE DETAIL 5 „ - 48�. _ // E DETAIL 5 - -- sgg�B�� �T 4 B i RCP -IV A; %� �S.rf �FIP ZELMA RAHAL.et of —k ��q.� e ACTS IN —� � � wo IMP � 0 9e.wa SURFACE WATER �� j FMOYF _ 0 93 LEGEND A t DAVID M.& r \R / �� _ E Q SY 5 ® DENOTES IMPACTS IN \�t Q / $L & H SURFACE WATER a \_ a ro -' AND CL `'1�1� �; e _ �SFo —FIL� WETLAND DENOTES TEMPORARY 3a � p a � _ _ A� � ��� � ""'IN,� oea REMOVE I N � IMPACTS IN SURFACE WATER SLAB PPP cC18" RCP-111V LRIMECHANIZED CEANG P 30® DENOTES EXCAVATION i IN WETLAND HTR RONALD J. DENOTES FILL IN 'ATHERIN WETLAND SNYKA LAT 'V' DITCH $EE DETAIL 5 �'�>>- a0 i J �T(` CDENOTES LEARING HAND J IP 31 WAT .I PA I SEE DETAIL 5 RACE E GB E DALE JR & �s RETAIN � A � F JACOB ERIN MARSHBURN SPEC. LAT. 'V' DITCH i \ pUE / / / j ii Ept6 •m� m RETAIN WILLIAM HANCOCK.et ux� //��, // . O 6/ BOG - DETAIL 11 STANDARD BASE DITCH \ S / L - `C ( Not ro kale) i / O O a L 30" RCPSPEC. LAT, -IV 0�\O R /// / ` DITCH V �\ \ c 8.25\\ / ZELMA RAHAL, et al coed S`� N SEE DETAIL 5 Mi 12.0 Ft. IeI \R�QVFLAT.'V' DITCH q� zs �1� �� \ 'A " Min D= 2.0 Ft. $PEC. LAT.'V' DITCH /v/ - - - ° =� SEE DETAIL _ _ o \ ` SPEC. LAT.'V' DITCH SEE DETAIL 1 PASTURE / �� SEE DETAIL 1 p � do � � � FROM-Y2_REV- STA. 17+60 RT. - / CLASS ' RIP- o� ESB TONS �'so- _ $ EST.T. 21 SYGF P� 4' LAD BASE DITCH :CLASSSl:4 'I' RIP RAP S SPEC. LAT.'V' DITCH - SEE DETAIL 10 EST. 45 TONS IMPACTS A A P A CTS IN I \ �� \ TVT /FA J I V / SEE DETAILS EST. 65 SYGF \ a \�. ISFD 30"RCP-IV 4'STD. BASE DITCH I SURFACE WATER Qi 1B W/SLAB LID SEE DETAIL 9 A o0 DDE 0.3325 CY IMPACTS IN SURFACE WATER BETTY CULLIPHER, et al N� OB 1450 PG 289 12'STD. BASE DITCH JJJJJJ CEMETERY \' —TEMP. IMPACTS IN BETTY CULLIPHER,et al SEE DETAIL 11 + t,� D DE 3 35 CY SURFACE WATER � / Q D= DETAIL 5o, S SPECIAL LATERAL'V' DITCH �x 1 Not to Scale) 00 DETAIL' �O DETAIL 9 DETAIL IO Ground Fill SPECIAL LATERAL 'V' DITCH a p Slope STANDARD BASE DITCH: LATERAL BASE DITCH e Mono s�elel INono scnlel �' Min. D- 1.0 Ft - a�-' i �n Nmu,ol b N•w.ol I v D st°P' _ -- - oy. �Z rQe. s c,ee� L7 D ry? c,oeoa L7 D ry? , t^,F+ iF�II FROM -L- STA 155+00 TO $TA. 156+00 RT. N slop• M n. D ``7 0 Ft a I FROM -L- STA. 155+23'TO STA.157+00 LT.-' --- e B= 4.0 Ft. nun D t.0 F. FROM -L- STA. 158+24 TO STA. 159+36 LT ` 46- � ICJ I -"-I Min D= 20 Ft. B 40 H. �� FROM -L- STA. 161+07 TO STA. 164+75 RT. a 6= 5.o H. ; FROM FROM STA 164+75 TO STA 165+00 RT -L- STA. 159+36 TO STA. 165+00 LT. FROM FROM Y2 REV- STA. 13+00 70 STA. 14+00 RT. \ FROM -L- STA. 155+68 RT. TO -Y2 REV- STA.'36+00 RT. FROM -Y2 REV- STA. 16+00 TO STA. 17+50 T. - i -L- STA. 159+36 IT. sa - `✓ - - \Sy\ FROM -Y2 REV- STA 1E+00 TO STA. 20+ 5 LT. FROM-Y2_REY- STA. 15+00 TO STA. 17+09---LT. sQ so' o' sc 100, 150, DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR —L— PROFILE, SEE SHEET 31 GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2—REV— PROFILE, SEE SHEET 38 a9 29 'A EDNA P. & LO FRANKLIN MARSHBURN Tee w�w O O O O L0 r- H LU N W W 2 J y I W W Lu Z Ln J IV a°O� mle = ,tea FILL IP FILL IN AEC. LALLI��.'V'DITC WETLAND E DET.pIL 5 0 g - JN MECHANIZED CLEARING IN WETLAND A fHTPp BRBARA JAMESS ISFD o 1�II �UI C2? 11�1 0 1 ti II STING R/W ?: 1 n 1 RI SRI 10E ':! ', AMCH � )WAl C�INTB HNTB NORTH CAR OLIRA, P C. PROJECT REFERENCE NO SHEET NO. 343 i, Bix 1Olk3 ROaa, Suit¢ 200 Raleigh, North C_ 5,4 a 2]609 U-4906 14 NC License N0: C-1554 RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NAD 83i NSRs 200� -L- PERMIT DRAWING PI Sto 173+2697 SHEET 6 OF 22 o= I1*08 32J• (LT) r LEGEND D = 3' 0/' 16.9' L = 368.78' DENOTES MECHANIZED T = I8497' CLEARING R = 1.896.35' ® DENOTES EXCAVATION SE = EXISTING IN WETLAND ®DENOTES FILL IN WETLAND — FTHERES. SIPDENOTES HAND CLEARING STEADMAN II D MARTIN MEZA, et ux GUTHRIE BROWN, et 01 O MORTON & MORTON PROPERTIES LLC I u TlvptED FIELD III' m rn Q ISBKD � ISBKD � o ISFD i 1 tiNG R/W - - � � _ 10 -1 i Qi yI • GR t3 iH�_di �-IP _ - -36' CHL _ -F -_ _[55� _�- �_N -•cs- ER Ex CWGJ LWW ISF wD R'p•1E }O AI IP I-BEIP R TAICS0d000 0 5"RC = R W36 0 L­TS5 RTP FT 7 T RA CDTTA� �' Exls�i5I5NG R7WW 15"l7 - f - - r Il �i I7z"cHE T ----- ------ 1 KATHRYN HAND CLEARING THOMAs,et pl EXCAVATION IN WETLANDI NOTE: CONTRACTOR TO CLEAR SITE 2 IN WETLAND_._ TO LIMITS OF FIDE. MELANIE-AIE yH. WHI GOLDIE B. THOMAS SPEC. IT. 'V' DITCH SEE DETAIL 5 DETAIL 5 32 SPECIAL LATERAL'V' DITCH ( Not to Scale) , et ZELMA RAHALOI Naturol Fill Ground D Slope Min. D= 1.0 Ft. FROM -L- STA. 165+00 TO STA. 165+23 LT. DETAIL 1 SPECIAL LATERAL 'V' DITCH (Notto Scale) Natural Fill Ground D Slope Min. D= 1.0 Ft. FROM -L- STA. 165+00 TO STA. 165+50 RT. FROM -L- STA. 172+20 TO STA. 172+75 RT. I \ \ _/ DI GRADE TO D N TO STR. 406 140 Iml +07.41 -L- / 173.81' RT 99 CLASS 'B'RIP-RAP J EST. S TONS EST. 14 SYGF KAVI MORTON. et DI FILL W/ 40.00' RT FLOWABLE z E MATERIAL 30.00' RT AI ING REMOVE AND REPLACE DI MI S RIE�PE . LAT. 'V' DITCH SEE ETAIL 1 +93.00 -L- AG — 40.00' RT CLI C SEPTIG THANK 30.00' RT WD PROPERTY OWNER TO 1404 SHED REPLACE EXISTING 6" CPP RIOR TO CONSTRUC ION W/6" RIGID WALL PIPE +25.73 173.54' RT LIVING HOPE COMMUNITY CHURCH OF JACKSONVILLE HISTORIC PROPERTY 50, 0' 50, 100, 150' GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED 7/30/19 \ DONNA GREGORY BECKER,et ux AARON HELSTROM, et U. O HAROLD 0 ON. et �d MORTON FARMS INC 1 I FOR —L— PROFILE, SEE SHEETS 31 AND 32 C�INTB HNTB NORTH 1.,Ike RA, P C. PROJECT REFERENCE NO SHEET NO. 343 i, Bix FOrk3 R0a0, Suit¢ 200 Raleigh, North Carolina 21609 U-4906 14 NC License N0: C-1584 RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NAD 83i NSRs 2Oo� A EDNA P. a Pl Sto 173+2697 r. ' In i'I `�_FRATIKLIN MARSHBURN O A= lPO8' 32Jr (LT) r LEGEND D = 3' Or 16.9' 12ti L = 368.78' l r DENOTES MECHANIZED .' I I - _ CLEARING R = /,896.35' DENOTES EXCAVATION SE = EXISTING _ya IN WETLAND ®DENOTES FILL IN WETLAND �IP - ® DENOTES HAND E,�-- y____/ EIP s ----- _ CLEARING I THERESA STEADMAN _ 1 MARTIN MEZA, et ux / MORTON & MORTON PROPERTIES LLC m FBROWN.ef al o — o EIP t_ S , EC �' = FILL IN MECHANIZED ,CLEARING �rS . w DITC WETLAN �E DET IL 5 IN WETLANDWTR --- v - -- s \ ISBKD z ISFD - 1 0 �JE___ c� OI a � - rBARBARA JAMES — �� O fl III 1 I ` 1— I � g F 1 1 1 I\ I /FLOW/ \I _ 0 �.n° / ERI L + - 1�1 \�P48 i y. GRI 1401 11�I/ PERMIT DRAWING SHEET 7 OF 22 n r T 10 ' NO PIPE 1 EIP-� \EXIST Nc R/w "IRiTA EIP `R TAI - AI IP I B'� -� Wa3A -° Is RCP`s ' - - -- se=✓'3-r HhoNwnsAso-- ---= `-ls' O . J - - 1 - i 36' WD RA PIPE -- - SRI3C8 DRMCH RD W C.o.J. ^lwar p� \72 CHL * LLJ L1J-_�-&o U.1 Z jI� z ��; * 1 KATHRYN HAND CLEARING EXCAVATION 01 IN WETLAND NOYE: CONTRACTOR TO CLEA GOLDIE(B. THOMAS MELANIE H. WHI It - SPEC. LAT. 'V' DITCH Aa SEE DETAIL 5 -- DETAIL 5 3Z SPECIAL LATERAL'V' DITCH '\( Not to Scale) ZELMA RAHAL,et OF,, v ----=_ - - Noturol Fill Groun D Slope Min. D= 1.0 Ft. FROM -L- STA. 165+00 TO STA. 165+23 LT. -' CULTIVATED FIELD 3 R HAIR 6oX MOFU N et Ux " J AARON HELSTROM, S7-- ` d s FSY _ — c-- c VINYL _ i I X `---` et UX iJ I X I r +04,65 L-30.00' RT m 1405 o(UGR 1 _ _ 41 - I KING 8.00 -L- 7 II MORTON FARMS INC FILL W/ 40.00' RT I DONNA GR€GORY 2 E PLOWABLE 30.00- RT I MATERIAL AING REMOVEvAND REPLACE DI RI PE . LAT. DITCH IN,- a9E' +93.00 L- r -- - SEE ETAIL I m Ac 40.00'RT RUSSELL BECKER,et u r �r / I \ GRADE to D N DI j CLI C Stp`NCCETANK 30.00' RT r / _ �I -- 1 TOI STR. 406 1406 .DPANE �3- m'Ip\ PROPERTY OWNER TO WD REPLACE EXISTING 6" CPP I I m ] 1404 _ �yL,D4 1QR TO /CONSTRUCTION �m Q �� +07.41 -L- IRIGII�NAJ!L PIPE ' 173.81' RT a �yyy o I 173.54' RT 1ae - CLASS "B' RIP -RAP E5T.5 TONS LIVING HOPE COMMUNITY CHURCH EST.14 SYGF --)3F JACKSONVILLE KAKI MORN, et 01 v / - /°s'I ---asp HISTORIC PROPERTY e-,_____ ( --- AA 50, 0' 50, 100, 150' GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED 7/30/19 FOR -L- PROFILE, SEE SHEETS 31 AND 32 CULTIVATED FIELD 3 R HAIR 6oX MOFU N et Ux " J AARON HELSTROM, S7-- ` d s FSY _ — c-- c VINYL _ i I X `---` et UX iJ I X I r +04,65 L-30.00' RT m 1405 o(UGR 1 _ _ 41 - I KING 8.00 -L- 7 II MORTON FARMS INC FILL W/ 40.00' RT I DONNA GR€GORY 2 E PLOWABLE 30.00- RT I MATERIAL AING REMOVEvAND REPLACE DI RI PE . LAT. DITCH IN,- a9E' +93.00 L- r -- - SEE ETAIL I m Ac 40.00'RT RUSSELL BECKER,et u r �r / I \ GRADE to D N DI j CLI C Stp`NCCETANK 30.00' RT r / _ �I -- 1 TOI STR. 406 1406 .DPANE �3- m'Ip\ PROPERTY OWNER TO WD REPLACE EXISTING 6" CPP I I m ] 1404 _ �yL,D4 1QR TO /CONSTRUCTION �m Q �� +07.41 -L- IRIGII�NAJ!L PIPE ' 173.81' RT a �yyy o I 173.54' RT 1ae - CLASS "B' RIP -RAP E5T.5 TONS LIVING HOPE COMMUNITY CHURCH EST.14 SYGF --)3F JACKSONVILLE KAKI MORN, et 01 v / - /°s'I ---asp HISTORIC PROPERTY e-,_____ ( --- AA 50, 0' 50, 100, 150' GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED 7/30/19 FOR -L- PROFILE, SEE SHEETS 31 AND 32 7/30/19 _ VR - r i9°51'3�. t S 39'S1'32" E rC .00' t�.00, 33 JAMES SMITH GABRIEL RODRIGUEZ DB 581 PG 842 DB 4172 PG 316 _ CID, O O O 01 5 r Lfl ETAµ y_�> MO � iSAl5'RCP �— _- --_— N W ( LJJ LLJ LJ.J ONWASA S — — 10" ONWA9A ZU) _ Ug 2 —L— P/ Slo 197+15.78 A = 9' 09' 43.6e (RT) D = 1. 38' 223' L = 558.63' T = 280.01' R = 3,494.66' SE = EXISTING DETAIL 14 (N°'I° S.I�) CULVERT CHANNEL IMPROVEMENTS (UPSTREAM( Neural Natural Groan �4q NPX' Ground Class Riprop D Closs I 1.5'Min. I Riprap Chan IBadBadd D= Varies (Variable) (To Top of Bank) EST. 5 CY EXCAVATION Slopes= 2:1 to Existing EST. 20 TONS CLASS I RIPRAP EST. 40 SY GEOTEXTILE FABRIC —L— STA. 200+92 LT 34Z THERESA McALLISTER DB 3220 PG 914 IMPACTS IN SURFACE WATER O 0 J'= JAMES McALLISTER, et ux 08 494 PC 677 Ir� DB 1056 PG 403 CULVERT CHA L wNl IMPROVEMENT $HARON MURRAY (UPSTREAM( DB 2746 PC I SFp SEE DETAIL 1 h +02 275 LT SPEC. LAT.'V' DITCH SEE DETAIL 13 _ LT _ W wD/i RETAIN 82.27 wD/§ +21 14 L . - C RETAIN 1-RcP3000 LT — _ - - - — r�� IS' CMP RET `� Ilk, Al SP.__ IFRE /IS" RCP RETAI N A vA s s1Nc / _ G 1 F —T r0— — RETAIN // I Y 0/ za• s . c Nc �+65.931- 30.00' RT RETAIN / - I COLLAR & JOE-, � LaNrERI I � � +07.86 -L- EX1 71.26'RT Y ±( — MORTON & MORTON PROPERTIES LLC DB 4192 PG 897 II TEMV p IMPACTS DETAIL 15 PIPE OUTLET CHANNEL IN,— Scale) w CHANNEL BED Ivalloelel Length= 12.0 Ft. d = 4.0 Ft. 50' 0' 1 0' TOG' ISO' GRAPHIC SCALE IN SURFACE WATER 100, wl I DETAIL 13 I SPECIAL LATERAL 'V' DITCH (Not to Scale) Natural Fill 1 Ground D Slope Min. D= 1.5 Ft. I I BEGIN CONS FROM -L- STA. 194+00 TO STA. 195+91 LT. -Y5- STA I I I � Flo SITE 4 h 64.40' RT RETAIN ==30.8 JB Vh MH .. C�INTB NNTB NORTH CAROLTRA, P C. PROJECT REFERENCE NO. 343 E. Six FOrk3 R08tl, Suite 200 Raleigh, North Carolina 27609 U-4906 NC Lic enae No: C-1554 RW SHEET NO. E G E N D ROADWAY DESIGN ENGINEER LO ®DENOTES IMPACTS IN O SURFACE WATER cm ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER EIP 1 """24" E 218. / ROBERT ALBERY DB 3851 PC 856 MP. IMPACTS '- SURFACE WATER SHEET NO. 16 HYDRAULICS ENGINEER PERMIT DRAWING SHEET 9 OF 22 I SITE 3 ,* ' ° — I i I i ISFD II J ' O RETAINj `� 1 I I I p15" RCP FAINTS' RCP RET�,I �i� I OR PARKING + 1JB W/ MH rss IMPACTS IN SURFACE WATER GR N E%ISTING R/ 8S \ O — — — _ — — �C RGP— j(9ETgtp.L al I� w --F— r— I BRANCH RD. I ROADWAY «� ~ W LLl J Vi --r — — I - _ UJ W LLj _Z N w J 2 36Z FU— SEE DETAIL 15 MORTON & MORTON PROPERTIES CLASS 'I' RIPRAPDB 4192 PG 89T EST. 57 TONS EST. 104 SYGF (NO RIP -RAP IS TO BE PLACED IN STREAM BED) WOODS 33°00'46" w " w E -_-_-- 79- S 0�{- /�."/�9 �V-27.9 _HW N ROCK CR K ORNE SOUTH 2O' PA ED y = LA I m I I WOEMCI T1 96 — INV=27.7 ICLINTON & SYLVIA RUNYON DB 3270_PG_ 190 UI I P r rX X \ TEMP. IMPACTS IN SURFACE WATER DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) ` NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED W E E E E E E— S 31*4i'42' E 208.87' SS 31_ 161.60' SS 31 69.71' -V— S 31°40'10' E 151.42' —Y5— TEMP. IMPACT PISIo 12+2325 PISIo 14+09.39 IN SURFACE ATER A = 3-13'19.5'(RT) o = 3-14'08.Y(RT) D = 3 49' 11.0e D = 3' 49' 11.0e L— L = 8435' L = 84J1' REs1DENTIAL T = 4235' T = 4237' BUILDING R1D�R1� EXISTING = EXISTING JOHNNIE CARSON DB 8991FIG 904 \ t lol DETAIL 26 (CHA T �I PIPE OUTLET CHANNEL �. lO =�� E%ISTING— (Nol to Swe) (CLPG_ —T CHANNEL BED _ - QOEMC) E TING R/w Length= 13.0 Ft. - - _ - d= 5.0 Ft. —P — \\\\ -- 98 -YS- STA. 12+00 RT �G— ----IMPACTS IN \ MITCHBURG INVESTMENT, LLC SURFACE WATER DB 3481PG 68T SEE DETAIL 26 CLASS 'I' RIP -RAP n�^. EST. 57 TONS ^ EST. 104 SYGF IN RIP TRAPTO PLACED IN IS STREAM BED) BE z FOR -L- PROFILE/ SEE SHEETS 32 AND 33 FOR -Y5- PROFILE, SEE SHEET 39 7/30/19 Ln 51 9°5I'32"__'r / 39`51�3 E& 0 .00 I - 33` JAMES SMITH 1 _ PROJECT REFERENCE NO. SHEET NO. C�INTB HNTB NOEi. CAflOLINA,`R C. 343 E. Bix CAROL ROadl-l. E'2-00 Zy' flaleigh, Norbh ....ILA- 27609 U-4906 16 NC License N0: C-1554 / \9s R/VJ SHEET NO. o° < /� - ,_-___ - V p/ - � --- - \ ROADWAY DESIGN HYDRAULICS C\t___ LEGEND.,�/� ENGINEER ENGINEER 28°�9'27' 'r ` �\ DENOTES IMPACTSIN ---- .50'�—---------3s, -\ O ,- ® SURFACE WATER \ 3 DENOTE$ TEMPORARY N IMPACTS IN SURFACE WATER g Aa_ 35Z�` � , � , l � � FEI '�—sl°ss'z9.IE--'JAMES Mc4CL TAR, et ux _' ; f I ----- DB'94 PG 6TTPERMIT DRAWING THERESA MCALLIST[ —DB 1056 PC 403CABRIEL RODRICUEZ, u^ DB 3220 PC 914 1 DB 581 PC 842 I CULVERT CHA _-bb I DB 4172 PC 316 s _44 N I IMPROVEMENTS,--SHARON MURRAY - R081?RT ALBERY r SHEET 10 O F 2 2 (UPSTREAM) DB 2746 PC 1 ; DB 3857 PG 8j6' ��I ,'ISFp SEE DETAIL 1 ' 'MP. IMPACTS _AtNA§,�-`, IMPACTS IN'�%/ �I SURFACE WATER ------- ---- --C]D SURFACE WATERL_ I y0 - - 5- -' 30.__' LT ' ISED '\z ISBKD� i I In'I ' +09.56 -L- E- I Or ' I ITCH Ili �41 � SEE DE74Ib 3 _ _ 0-2_._2O _50LT tN SI �_I' iIIi O OI Gp -`�_�_ I RETAIN O-.L-- WD/S RETAIN WD/§+14 L IN RETAIN MRW LC RCP _D I�dlsi x w O OOO' '' _I_--_-_-J I ` 1"5 -_-_.P_— -- � -='REt.A_tNJ-5�_R --. I�—+ TAN '5'RCp RETAIN III5' RCPRETAIN GR KING I�O O + 0. LrI•I EII TIA,�_.I �Si''.a5-__ - -, -► - -_ e^ ____ _PR GR I h — J. CN L- ae o—� T0 "3•�oI/C�IP — — {_ RAIN �"�+6f5.9� •�SI�� TII ii�/ — o wlI l WJI RETAIN ,_p / w ----SOR N—FSS— Z _-__ b - - - �JOEM_ — __^ I, R o +07.86? n.z¢'Rr 10,11 _P-I—IMPACTS IN + V L- Z H 4 o,/o 64.40' RT SURFACE WATER JII i'� r +34.97 -L- 85.58' z 36Z V r < '-, 5 MON,,,,J & MORTON PROPERTIES .� SEE DETAIL 11 11 'I' ' MORTON & MORTON PROPERTIES LLC/' DB 4192 PG 897 o LASS RIP RAP DB 4192 PG 89T r I �\ s r EST. 57 TONS / i EST. 104 S G (NO RIP RAP IS BE T �P- , w 7 I—/' I' r I PIPLACEDTIN STREAM BED) 42 IMPACTS _— I o a \O - \ 98 / d , � I I _ a SG' --� ;-- �T- � I0G' Iso' �IMPACTS IN � -- TEMP. IMPACTS i _ "� M1TcHBURc 1Hv�SrNf:LLc SURFACE WATER m _ D8 3481 87 = IN SURFACE WATER __--�� _----,s,- _ GRAPHIC�SCALE `, --- cD SEE DETAIL 26 h �' !. p\,\ - _ CLASST. 'I' ITO P RAP ;' /i DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS\\ (11') AND USABLE SHOULDER (4' MINIMUM) � - � EST.104-SYGF 3s.- g1 c `� (NO RIP -RAP E )FOR_-L— PROFILE SEE SHEETS 32 AND 33 NOTE: ALL DRNtWAY RADII ARE 10' UNLESS OTHER�FISE NOTED /m� �-°�9224 !PLAFE� �N STREAM _ ED) \ FOR Y5— PROF14�d SEE SHEET 39 DETAIL 15 Fl$ U R W�TE PE OUTLET CHANNEL I, � I I p w ` j IN— Sc,I,) I N / I x I ^ I I � r E E \ da 1 I I I I: 1�E ? E CHANNEL BED WobDS Length = 12.0 Ft. / v`- o i v ' I '' 6 42" E I \ 1 / s M i lili i l l r l , i , �\ 208.8 ' S 31.50.78• E '-4P` __ es - L STA. 200+67 RT 'as- DETAIL I3x_____i v�o v \ SPECIAL LATERAL, V'DITCJi r ♦ r , , �I I, 1 A A �I �V ��42'' `I ( Not to ScDle) 'Fillv i �` t 'v ` P/ S10 /97+/5J8 Ground Ntural 1 Slope` °" J;' it ' ; i 0 = 9 09 436'(RTJ M1n.D- 1.5 Ff. TEMP. IMPACT PlSlo 12+2325 PlSto 14+0939 -FeonW4�L-sfA 1v4+oo To STA. 4�' Y5- STA 11+50.00 = 3'19.5'fRTJ D = 3'l4' //.0' T) o = 1*38'22.3• IN SURFACE ;4TER o T/ -- L = 55893'_ -- w EGIN CONSTRUCTION D = 3' 49 /l 0' D = 3' 49 // 0' L = 8435' L = 84J1' T = 280.01' a -° "/ v'I rll T = 4235' T = 4.7r - R = 3,494.66' SE _ EXISTING %r R = 1.500.00' R = 1.500.00' I SE =EXISTING SE _ �- SITE 4 I IIvsrlNG \I I -I �o I JOHNNIEJCARSON - -_ _ D8 1191 r DB n91PG 904 " , r H 9 fl- (9xJ ROCK CR tT�r r I _ KUDRNE SOUTH - 5-4£°33 — — R TV Fp ( _ T .O �t n 4 ♦�-_ - — ro lr 1 WOEMGI ex�lNc ft$w 39 r- 1 , O1 Iv',_-__,-i '\ � a �`. `doe-_ i- --` \ I�1V=27.70 �. — — — _ - - E /w � - � m.s \ — _ (JOEMC) — ilrvc R \ CLINT DB 3 7 Y4Vp IA �OUNYON P— c0 P-- m 2 0 G I IMPACTS IN SURFACE WATER TEMP. IMPACTS IN SURFACE WATER CULVERT CHA L IMPROVEMENT (UPSTREAM) SEE DETAIL 1 � r C�INTB HNTB NORTH 1.,O. RA, PROJECT REFERENCE NO SHEET NO. 343 E. Bix EOlk3 H0a0, Suit¢ 200 Hale,_ North Ca1Olina 21609 U-4906 16 NC License N0: C-1584 RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER TEMP. IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 11 OF 22 DDDDDD DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY RETAIN MH w 4 5" IL — --- 1511 RCP TAIN RETAII _° —��z _ 15" R RETAINIS" RCP 5.1 T T — _r— — 48" CM r P_ a F RETAIN JB W/m - - -- — -- Fss — — — INV=30.5 COLLAR & EXTEND / P18 RCy IMPACTS IN SURFACE WATER N a� zo i w SEE DETAIL 15 CLASS 'I' RIP —RAP EST.57 TONS EST.104 SYGF \k tiq \O) INV=30.8 - E E SITE 3 W/ • • • •• • GRAPHIC IMPACTS IN SURFACE WATER 7/30/19 SHEET NO. 16 N 1 3NTB NORTH CAHOLACite PROJECT REFERENCE NO. 43 E. Six 'k3 ,PSu H 9aleig, 'th Carolina 2]602U-4906CNTB NCLicenNoN0: C-1554 RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER O C4'JLVERT CHAN L __ PERMIT DRAWING 8�_J IMPROVEMENT` ------ SHEET 12 OF 22 (UPSTREAM) SEE DETAIL 1 TEMP. IMPACTS IN SURFACE WATER y DDDDDD Qi E DENOTES IMPACTS IN E SURFACE WATER IMPACTS IN SURFACE WATER INV=30.8 DENRARY SITE3 r/T IMPACTS OSINE SURFACE WATER W/ RETAINETAI MH W rr� RETAII RCP R TAIN RETA[N15" RCP -L3 --- --�-_ -_ --------- r 48" CM y T- "_RAP - --- _ 7w- - --- T P- - - - -� ---------------------- ------ �°`------ ---- - ---f--------- RETAIN JB, — �T. ; INV=30.5,�'��� COLLAR & EXTEND W/18" / RCP- IMPACTS IN - SURFACE WATER - -- TEMP.IMPACTS a M IN SURFACE WATER ~z z- �1D iEE DETAIL 15 CLASS 'I' RIP -RAP o EST. 57 TONS EST.104 SYGF q \00 • • • •• • GRAPHIC 7/30/19 SHEET NO. 16 N N 9EGI N CONSTRUCTION w —Y5 — ST A // +50000 o o� Ln - V I � ✓s �o SITE 4 D —� 33'0O'46" E S u �IV=2' .9 HW TV— — — 79'_ — _ 37.09' —TV F --- ---�7 ---- — - -tCt) ROCK CR K DRIVE SOUTH - 201PA ED ROADWAY - - T H 2 �P f (JOEMC) — — — p— —C m JOEMC) ExisTiNG R/vv eD 96 INV=27.7 o I ICLINTON & SYLVIA RUNYON DB 3270 PG_ 190 z x TEMP. IMPA TS IN, -SURFACE WA ER — I ---\- �C 0 1 3NTB NORTH CAHOLACite PROJECT REFERENCE NO. 43 E. Six 'k3 ,PSu H 9aleig, 'th Carolina 2]602U-4906CINTB NCLicenNoN0: C-1554 RW SHEET NO. ROADWAY DESIGN ENGINEER LEGEND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER -TEMP. IMPACTS IN SURFACE WATER -= ov RESIDENTIAL ,o `\j BUILDING __j JOHNNIE CARSON DB 1191 PG 904 97 s' v� Z LT (CHARTE ) Exisr — —TVFO— �" JOEMC) —T �- (JOEMC) TANG Raw 0 p _ \ � -IMACTSUP F S WATER -- MITCHBURG INVESTMENT, LLC DB 3481 PG 687 HYDRAULICS ENGINEER PERMIT DRAWING I SHEET 14 OF 22 SEE DETAIL 26 \ CLASS 'I' RIP -RAP , EST.57 TONS ti�9O EST. 104 SYGF O SAS (NO RIP -RAP IS TO BE \p) PLACED IN STREAM BED) 7/30/19 N 3- I 3EGI N —Y5 — 1 �w I o CONSTRUCTION ST A // +50.00 SITE 4 o� - 7� zc T ROCK C K DRIVE SOUTH 20' PA ,ED 4�0ADA qY , 4 PP— — — --- - - r17 _�J�AA�) o ------ _-\ — ---- —_-=P— �, --s Duo _ _ _ — MC) EisTiNE INV=27.7� m I ICLINTDf---&r--S-Y4QVTA' RUNYO'N Pl MNTB11TB NORTH N0 LicenseONo: C-1554nas2]6G9200 LEGEND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER TEMP. IMPACTS IN SURFACE WATER RESIDENTIA- BUILDING JOHNNIE CARSON DB 1191 PC 904 7 WOEMC) �nwTIN R s DB 3270 PG 190 ' --------- '�� � ��`�, SIr WATER TEMP. IMPA III. SURFACE WA ER _ - -__— �� Q� moo, --- - ---- - " L L C M � zo �,;, � . MITCHBDURG INVESTMENT, o� rn - - 5--3481 P v; 7 40 o; - ---- - - ---- ------ SEE DEALL 26�s. GLASS 'I' R1P-RAP - �° EST. 57 TONS --- ------ - _ r„v�,� EST. 104 SYGF ENO RIP -RAP IS TO E /-- _ " - PLACED IN STREAM 3 EDj Z -- L T EXIST • • • •• m ■ Qmm ■�� PROJECT REFERENCE NO. SHEET NO. U-4906 16 RNO SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PERMIT DRAWING I SHEET 15 OF 22 7/30/19 LO r- f � 77 RANDY JARMAN.et ux O q O U�REMOVE � _EMOVE DI -SD EE Ln 18' CMP 24" RCP-IV-F N REMOVESRI308 -GUM BtoLut-1L 1n is,, RCP-IV IJJ W I—E—��� E— E �I ;aZ (/) 18 M OPK OcA 30' Public Trust Shoreline AEC � LORRY D. COdTLE, et>< ux _i zp as SITE 5 VID= ,.2 +P 02 = 18.0 cfs 4FGP CLASS 'B' RIP -RAP G 83 �� SPECr LAT. BA4E DITC�1-I 1 SEE DETAIL 7 i 1 GTD / de vreiPYa! MHREMOVE 140 LF OF EXISTING 18" CMP P—V BPLUG EMOV i REMOVE RCP —IV q T 80 CIAV 81 8.5 EDDIE JONES. et ux LINDA LACORTE 8-2 PHILIP F. GAREY. et ux I /____j I C�NTB3HNT43 . S , Fork, NA, P C PROJECT REFERENCE NO SHEET NO, 343 E. Six Folks ..li Suite 200 nL fl ale i0h, North Carolina 2]609 U-4906 26 NC License No: C-1554 RW SHEET NO. ROADWAY DESIGN r HYDRAULICS ENGINEER ENGINEER NAD g3,, LEGEND ` NSRs 200, ® DENOTES EXCAVATION IN WETLAND EXCAVATION IN WETLAND 30' Public Trust Shoreline AEC I N 1- CLASS 'B'ARI✓✓PZRAP EST. 5 170 / EST. 14 SY , �,/ INV-2.1 /w 24 —IV �r END CONSTR UCITON I ND TIP PRO ECT U-4906 —Ll— STA 81 + 55.00 I N 1:1 I 30' Public Trust Shoreline AEC 30' Public Trust Shoreline AEC DETAIL 7 SPECIAL LATERAL BASE DITCH IN— swlel N.—I Ground 3] Dy'� Fill $lope e Min. D= 2.0 H. �. B= 2.0 Ft. FROM —Ll— STA. 77+27 TO STA. 78+20 LT. PERMIT DRAWING I SHEET 19 OF 22 7/30/19 NC 50' 0' 50' 100' I50' GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS 7/30/19 C�NTB 3HNT43 . S , Forks NA, P C PROJECT REFERENCE NO SHEET NO, 343 E. Six FOfks Ii Suite 200 nL fl ale i_ North Carolina 2160 9 U-4906 26 NC License N0: C-1554 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NAD g3,, LEGEND ` NSRs 200, ® DENOTES EXCAVATION IN WETLAND ----- __- �' � I'll \ ♦'I � S[� AIII \, \ , 1 o/�I/ ; �'%'� , .,�--- o. - � -- III '� \_ � - _-� _, I I I 1 '♦, II ----- --,= -- PK II ��\` �/ /II I ♦ I ♦ I I .i I I I � / I ♦ _ - I 6 - -- - - I 5 ♦ I I . / - --,3 - EXCAVATION - - __------- --- _, .,h - --- 6' , 0 ' IN WETLAND �- , _- 30` Public, Trust 30' Public Trust ShoY-e,ine AEC Shoreline AEC,-- --------- - ��� t - - I -L'1l D. COdTLE, etk ux -1 I\ ^` \ \ • � oV i I I -'b � � `• ¢LP,SS TRIP./RAP Q10= 27.0 ds VEST ri TEJ IL." ��♦ ' 1 I __, -__- / ' \ \♦, ; % lip 2 . - aa\ SITE 5 VIU= ,.2 ips Il S)N,F INV�2.,/ Q2= 18.0 cis - m M I ' \RANDY JARMAN. et '4x v ` 214 PCP 1.1 ips - �j ,�� ;� m - -- 24" � s ♦.ot. I - CLASS 'B' RIP RAP i I SPEq LAT. BA4EI DITCs1-I _ r 1 SEE DETAIL 7. 0 - I A S�O1% O O li GTD- 1 ' m Cl) ' REMOVE o� DIED E , D1 SD ; j /�,t� __�. L` \ REMOVE �� ' B. CMP Q END CONSTRUCITON N24" RCP -IV "-RC�u1VWtE IV P �_- _— �_ REMOVE �\_- _ _ ND TIP PRO ECT U 4906 L„ � - - - - SR1308 - GUAI PR C_ D. ___- — ---=3 ��f�� � Ll STA 81+ 55.00 LU - - --- ' - TN ' I LL' -- ----- — �n — —_ _ ✓Mti N N N 18 4�-.. \I I U / 1 ___ ' \ III I ♦ R PLUG o IJJ LLLI - Is M. a� E E 15 M2_ I II t£� 15" EXISTING 18" CMPF t _ E } REMOVE 118 LF Z (,/) II ,( \ I N i3 RCP -IV U H 30' Publlc Trus I o� J t I u_I�� / - 15„ "l d Shoreline AFC REMOV II I REMOVE `.% % RCP -IV Sq - - I 1 \ I - 80 1 I ♦♦ e Shorellne AEC 30' Public Trust ,' U -__ d RCP IV , 8t - '6 y D� ' 85 I JPECIAI LATERAL BI) DITCH 8-2 ♦� /PHILIP IF GAREY, �t ux ♦ ' \ �Zl _-_ 3 INot,a swlel EDDIE JONES et ux♦ ,' `♦ LINDAILACO TE � -- J I \ \ rou d 3D 3'� FAI -♦ \ -_`~ �_ I Y4 eL ` ; \C<. `/ M'._♦ \ � Min. D 2.1 E9 \ �5 I - i ♦� �B- 2.0 FYI ;I 2 5 ♦\♦��♦ ��'S� -__ / FROM-L1-STA. 77+27 TO STA. 74+20 r� -i I/ II � \ --dl-- ♦ 91, II 1 -el 11 -- - NC GN1n ♦♦h v I ♦v 50, 0' 50' 100, 150' GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS PERMIT DRAWING SHEET 20 OF 22 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) Bank Stabilization (ft) 1 -Y2- 14+50 to 18+12 RT/LT 30" RCP/48" RCP 0.026 0.003 1 -Y2- 14+50 to 18+12 RT/LT 4' STD. / LAT. Base Ditch; 12' STD. Base Ditch 0.071 0.004 1 -L- 159+33 to 159+43 LT 48" RCP; Junction Box 0.003 0.002 2 -L- 164+70 to 165+91 RT Roadway Fill / Spec. LAT. 'V' Ditch 0.005 0.005 0.017 0.037 3 -L- 200+46 to 201+04 LT/RT 87" X 63" CAAP 0.014 0.006 18 28 25 4 -Y5- 11 +94 to 12+20 LT/RT 87" X 63" CAAP 0.005 0.009 39 18 5 -L1- 78+40 to 79+07 LT Grade to Drain (GTD) 0.009 TOTALS*: 0.005 0.014 0.017 0.037 0.118 0.024 18 67 43 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands: 196.020 SF Excavation in Wetlands: 605.484 SF Mechanized Clearing in Wetlands: 757.944 SF Hand Clearing in Wetlands: 1616.076 SF CAMA AEC Buffer Impacts: -L- Sta. 73+89 to Sta. 75+09 LT / RT; 0.000 SF Cow Horn Swamp -L1- Sta. 12+33 to Sta. 13+58 LT; 1899.657 SF (Hand Clearing uplands) Batchelors Delight Swamp -L1- Sta. 81+25 to Sta. 81+47 LT; 253.194 SF (Mechanized Clearing uplands) Half Moon Creek ised 2016 09 09 7/30/19