The URL can be used to link to this page

Home My WebLink About20190370 Ver 1_U-4906 HYD_Permit_drawing_4-12-2019 (2)_20190430I IjghWay 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 1 of 3 General Project Information WBS Element: 40255.1.1 ITIP Number: U-4906 Project Type: Date: 4/10/2019 NCDOT Contact: Mason Herndon Contractor / Desi ner: HNTB North Carolina, P.C. / Matthew D. Foster, PE Address: 5501 Barbados Blvd. Castle Hayne, 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.com City/Town: Jacksonville Count ies : Onslow River Basin(s): White Oak ICAMA County? I Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 6.61 Surrounding Land Use: IRural 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 - 11' 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 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) 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) I lip hWa North Carolina Department of Transportation gSiaYmta 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 tSeSt Management F'racticeS I oolboX (21J14), NUIJU I Standards, the Feoeral Highway Administration (FHWA) Hydraulic Engineering GIrcular No. 14 (HEU-14), I hlro Edition, Hydraulic Uesign of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. °'o Xim 11 NQ N N :x 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-A. 1 JLi mil' 1,4 mil% A l l X-& T)TVT.qTON nlR 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 AK111 r/1 AAD4.1 LDr1AA r1I IAIICD DD11'lr_C DnArt Tr1 CI1r_C\A/nt-%rl r%DIVC -Ll- STA 10 + 00.00 END CONSTRUCTION -L- POT STA 2 80 + 00.00 ti��LF o� � tic 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�NIA •C U-4906 1 RAn NIOI.M0. 1LA.11101.IN MYQM710M 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 FOR -L- PROFILE, SEE SHEET 28 INN"MTB NORTH cAROLINA, P C. PROJECT REFERENCE NO SHEET NO. 3E. Six FO�k3 R8tlSuite 200 lea27609 U-4906 7 License No: C-1554 R/VJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER _-- `.�0 -w �o�� PERMIT DRAWING -� - SHEET 3 OF 22 3 i H � I / I _ LMn 00 � o CEORGENEW�OLD. -- \ e et U� _ I / i 6l, / i ' I i / � •_ •`',rz � I � 'ANDREW WESiON,-e3k �l -30� I �-3p'-`.,--_D@47>i G�I I \ 1 27 i 30 PubIIC Trust y , _ _ I� Shoreline AEC -- �p - -28_. --- �`z -s / NOTFr £ENTURY-LINK RECORD�JNDICATE A ` e�° 23 --- -26 BURIED F. HAND HmLE fW6Mil5 VICINITY. /,'� - UNABLE Tl FIELD L2)CATE THIS STRUCTURE. St \ ' ' �,,, -`\ __ _ - _ \ / - I 30' Publie Trust �� - - -se ShorqAIne AEC I �SUZANNE POSTE I � -__ - � I I _26_ `vim I �ill I _- i A \mom \ - NDREW WESTON, et of - III _ _ - ez - _ _ ,_II -1'Z � GZ, MI A YN M - - 1s zz ___ ---_ 28 I.o / z_%' `SUZANNE P7TS7 �'�` sz-'/ (•� _`'__________ X p�(Ul EL B' U - _ _ O ESTATE o�E OF $ARAF� MAZUlC+O �rs vI 6 - psi 's <' a. v sv�- J f5'IEII�DOD) a ��k�1'/i - / I_`\I �I i H7R PEGGY/4eXCHL__-- .gvyy�`o O T- l3�` g_ - '' I� i'1i M: >� 6/� '�\ ``` i I I I II i��28" CHL e\ Q _ I MARSHBURN. ISBKD 'G / �/2s___12'DOGWOOD $OP�IIE CJ4A0 x= lid 10 \� _ �' _ \ \, t i-pa• / i i l i ,! _ !�'� 5?�-� y^' i i' I .ov'� ;� f70 Q WOODS _ I��__.__-_� 00 ` EX� ' D R` _ _ UJ r - _ " J \ \ ODZ ICl/' RJ _I fl I II F.p SF\1 cwnwl f 30. 'RE TA_IN� __S� A-31L r W - a n --- 25 eZF & RET311�-19'_ I5' PEACH ` f- - GRAVE[ J2"QOGWO � �� c jai �T I I I �_ — — — — — N W WATUR) 308 -' UM BRANCH - W _, J W------- - 142'x91' CMA `(4-PIPES) - - - 2S-_' IA R 22'PAO D ROADWAY Zo _ _ — _ — (AATURi —r_— ------------------- -----_ -- - 11 iId_ ,_- -- may- - -- ---- _ _ _-- - - - _ — ----%�»,;.�-===-T ----- ---- - - -- ---36- ---�=a 1 .'- II _ � - ------ I � 1 VALv /' 1s 20 {� WOODS N ` \` �'AP' CULTIVAT FIELD I CULTIVATED \ I GONC �I G \ Vk.TED FIELD CULTIVATED FIP'iKD (, / \\ ___ // \\` YiRP S N07 X TE CAT\ ��, \I - N07E: APRR1�--P NIPRC SS NDERACREE01� PTO 14L0 0( I\ OF R' CREEON�MA�LOCA 7'ION !� III I II I NDER CREEK. HDPE PaE UN --CREEK. TO 14'HDPE PIP /14 V II I e�_____ E !I-\�EC. T.'V'DITCH, --15 e. ISBkD, I i i'�30' Eu0c Trust ' - � ,C m LAND, et OI \ 11 1 ii r ,( - __-- Shoreline AEC i 30' Pu I I ' T HARLES W€5-Ti,tORE ' I q'ic-- ,.Oz--' i i Shoreline At6 / ` ' I ' / � � --- ' 1 \ / v _ _ KEITH�GURGANUS _31- _____.-. / - I � DETAIL 1 as s -- '--- I ----------1 `�,' SPECIAL LATERAL 'VI DITCH - ---gC, ` / 1 �'Ground d,.Z D -�y0 SI"' • ' _ - 1 i \\ --SZ----------- 1, _ 96' I `, -L-STA. 75+50 TO 3iA.7Z+CtQ-Ri'� ---- ' DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4, MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -L- PROFILE, SEE SHEET 28 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 z: GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2—REV— PROFILE, SEE SHEET 38 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 FMOVF _ 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 z: GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2—REV— PROFILE, SEE SHEET 38 29 'A EDNA P. & LO FRANKLIN MARSHBURN Tee w�w O O O O LO 10 m N W W 12 J y I W W Lu Z N J I� EIP a FILL IN S EC. LA .'V'DITC WETLAND 2S�E DET IL 5 JE--- L. O _ _ r FILL W/ g, 0 g - JP MECHANIZED CLEARING IN WETLAND HTP BARBARA JAMES �UI Q 1i�1 Q ti II STING R/W ?: 1 0 1 RFTAIN IS"RCp� SRI10E f ',RANCH RD. o (AA LR) C.o.d. AOWAY &=I� I�S TF7'RA GOTTA —fir �' ExISRiSi�NG RiW =15"l7 — f i I t;.f o IP P2" cHL i X� THOMAs,et OI HAND CLEARING EXCAVATION IN WETLAND SITE 2 IN WETLAND_- - MELANIEyH. WHI GOLDIE B. THOMAS SPEC. IT. 'V' DITCH SEE DETAIL 5 DETAIL 5 32 SPECIAL LATERAL'V' DITCH ( Not to Scale) , et ZELMA RAHALpl Natural Fill Ground D Slope Min. D= L. Ft. FROM -L- STA. 165+00 TO STA. 165+23 LT. C�INTB HNTB NORTH CAR OLIRA, P C. PROJECT REFERENCE NO SHEET NO. 343 i, Bix 1Ork3 ROaa, Suite 200 Raleigh, North C-'5'4 a 21609 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/' /6.9' L = 368.78' DENOTES MECHANIZED T = I8497' CLEARING R = 1,896.35' ® DENOTES EXCAVATION SE = EXISTING IN WETLAND ®DENOTES FILL IN WETLAND — FTHERE1. SIPDENOTES HAND CLEARING STEADMAN II D MARTIN MEZA, et ux GUTHRIE BROWN, et 01 O MORTON & MORTON PROPERTIES LLC I CULTIV ACED F1ELD II S' m rn Q _ ` F = r ISBKD -1 — --- fl —MOW-- 10 i CQi CHL F — — _ — Ex WG WW '• -�- I • GR 1401 t3 EI cs-•— ER O EIP R TAI AI IP 24CI-B RHd� IP -- _ _IS^ RCP — _ — _ — — — — — — — _ — —� — —�BN�� 0d 0E7 0 WD RAIL 0 5" RC = lBbJNWASA = r=15" RCP I5' RGP _ IL6' �— _ CJ ISFD 0 30.00' +07.41 -L- CLASS 'B' RIF DETAIL 1 "- EST.5 TONS EST. 14 SYGF SPECIAL LATERAL 'V' DITCH l (Notto S:u�XFSII"pe KAVI MORTON. et of Natural Ground D Min. D= 1.0 Ft. FROM -L- STA. 165+00 TO STA. 165+50 RT. FROM -L- STA. 173+20 TO STA. 173+00 RT. 4 - 11 -REMOgVES LF�-, 1402 OjV�R RCP PA FILL W/ REMOV N+18.00 -1 45.00' RT FLOWABLE 2S MATERIAL 30.00' RT 0 WAILI C. LAT. 'V' DITCH +68.00 e' cP � m WALL SE DETAIL 1 MwIsrRlEs 45.00' RT °=44_ 30.00' RT Ioo ZT w 0 c 5 1404 CL ND EPAIRETANK +25.73 —L- 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 \ DONNA GREGORY BECKER,et ux AARON HELSTROM, et UX HAROLD 0 MORTON, et s� 3 MORTON FARMS INC 1- I FOR —L— PROFILE, SEE SHEETS 31 AND 32 SHEET NO. 14 0 0 L() r V) N W W_ J I N W W LLI Z N J gV L 29 EDNA P. & �LO_FRANKLIN MARSHBURN - I - �I,a,�'� FILL IN SEC. .'V'DITC WETLAN CIS E DET IL 5 I o _ _ i u'I tit 'i � III %FRL W/ 1, lei FLOW vdj ERIL EIP NO -L- P1 Sto 173+2697 A = 1/' 08 32J' (LT) D = 3' 0/' /6 9r C�INTB HNTB NORTH CAROLIRA, P C. PROJECT REFERENCE NO. 343 E. Six F01'k3 Carolina Suit0 200 Raleigh, North Carolina 2]609 U-4906 NC License Ne: C-1554 RW SHEET NO. ROADWAY DESIGN ENGINEER NAD 83i NSRs 200� ti - ---- r LEGEND L = 368.78' T = 18497' R = 1.896.35' — l I SE = EXISTING ns- --98-__ � I 1 b' THERESA STEADMAN I MARTIN MEZA, et ux - FI.THRIEBROWN, et al � ti jE MECHANIZED ,CLEARING �' P IN WETLAND -_HTR- a -------- - - - •1- ISBKB i ISFD 1 "- 4ai ISBKD .^� IBARI;RA JAMES v.J t — I`'J-�l ' 1 i PEL I 1 A pTFr l l � ISFD � I I i I I� iJ. 11 1 I l� RI lot T_ 1 _ - ,YI �-_-48 y, GR STING Riw I RpTA EIP `R TAI AI IP SRI 108 11 DIMCH --- 172 CHL J�I - v�y.l A i- KATHRYN THOMAS,et OI HAND CLEARING ----- IN WETLAND "SITE2 EXCAVATION IN WETLAN .... . - i GOLDIE (B. THOMAS MELAMEyH. wro I . N SPEC. LAT.'V' DITCH SEE DETAIL 5 ' C_ -- 32 DETAIL 5 SPECIAL LATERAL DITCH )Not to Scale) ZELMA RAHAL,et OF,, ----=_ - - I , Noturel Fill ro Gun � D Slope '� \ o I' Min. D= 1.0 Ft. FROM -L- STA. 165+00 TO STA. 165+23 LT. —' 50, 0' 50, 100, 150' GRAPHIC SCALE DETAIL 1 --'' SPECIAL LATERAL 'V' DITCH LNot to Scale) Nafiaal Fill Groun �,� Slope Min. D= 1.0 Ft. FROM -L-STA. I V+00_TO STA. 165+50 RT FROM -L- STA. 1 3+20 TO STA. 173+00 RT m 30.00' RT 140 m 99 _ +24 , 30.00' I W �m �R +07.41 -L- \�-173.81'RT CLASS 'B' RIP -RAP EST.5 TONS i EST.14 SYQF KAVI MORN, et al •, •- • _ • DENOTES MECHANIZED u CLEARING ® DENOTES EXCAVATION WETLAND FILL IN ®DENOTES WETLAND ®DENOTES HAND CLEARING HYDRAULICS ENGINEER PERMIT DRAWING SHEET 7 OF 22 7 CULTIVATED FIELD cx srwG Biw _- Ex we Riw Y Ln rss� EIR,-I S6iflC3 Q RA'I� 0 C5 HAROLD 60" WD X MORTON, et Ux X4a_ X AARON HELSTROM. C7 HPB r vwvL I 60' WD X�X et ux t"J _ o A - - -REMOVE 8 �_ 11402 DUG RCP j sI 1 II 48- ILL W, pA LNG PLOWABLE REMOV 45:QO' RT } DONNA GRI:GORY MORTON FARMS INC 2S MATERIAL 30.OW RT WAILI LAT. 'V' DITCH +68.00-L- C..a ' WALL SE DETAIL 1 45.00' R MINI SI RIES li -- _ 100 30.00' RT II , RUSSELL BECKER,et u\ 1404� OND S P71C TANK _----- �- � A -------_- III � m i L.NING HOPE COMMUNITY CHURCH _OF JACKSONVILLE HISTORIC PROPERTY I i i I1 �I DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED MORTON & MORTON PROPERTIES LLC DI n r FOR —L— PROFILE, SEE SHEETS 31 AND 32 _ 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 wtil 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, AT 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 - 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 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 iiI/ — 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 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 Ln 51 9°5I'32"__'r / 39`51�3 E& 0 .00 I - 33` JAMES SMITH 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 a `\i (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 IMPACTS IN SURFACE WATER TEMP. IMPACTS IN SURFACE WATER I 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 E DENOTES IMPACTS IN E � SURFACE WATER ti INV=30.8 DENRARY SITE3 M AOCTSSINE SURFACE WATER wr RETAIN MH w 4 15" fACP — --- 1511 RCP JTAIN RETAII _° —��z _ 15" R RETAINIS" RCP 5.1 T T — _r— — 48" CM / - - _ r - P_ a F RETAIN JB wrm - -- -- -- -- Fss — — — INV=30.5 COLLAR & EXTEND / RCP18 y 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) • • • •• • GRAPHIC �L 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 N 9EGI N CONSTRUCTION w —Y5 — ST A // +50.00 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 I / (JOEMC)_ - - - P- - m JOEMC) ExisTING R/vv m 96 INV=27.7 U� o I ICLINTON & SYLVIA RUNYON DB 3270 PG_ 190 z x TEMP. IMPA TS IN,- SURFACE WA ER — a = Ll L�j L N NNTB11TB NORTH N0 LicenseONo: C-1554nas2]6G9200 LEGEND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER -TEMP. IMPACTS IN SURFACE WATER -= ov RESIDENTIAL ,o `\ BUILDING __j JOHNNIE CARSON DB 1191 PG 904 97 s' v� Z LT (CHARTE ) Exlsr - -TVFO- PROJECT REFERENCE NO. SHEET NO. U-4906 16 RNO SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PERMIT DRAWING I SHEET 14 OF 22 Lv v -W- __4-' JOEMC) -T E TING - P _ _ — — — (JOEMC) RAW 0 ✓� \ � _ SP F S UWATER -- m MITCHBURG INVESTMENT, LLC CQ`o DB 3481 PG 687 o; \ . 1 SEE DETAIL 26 °o CLASS 'I' RIP -RAP �� s EST.57 TONS ti�9O 4 , EST. 104 SYGF ° ��xo--> (NO RIP -RAP IS TO BE PLACED IN STREAM BED) N 3- I 3EGI N —Y5 — 1 �w I o CONSTRUCTION ST A // +50.00 SITE 4 33,00,461,,E o� - 7� zc T ROCK C K DRIVE SOUTH 20 PA ,ED 4�0ADA qY , 4 PP— — - --- - - r17 _�J�AA�) 00 _ _ _ — 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 EST. 104 SYGF ENO RIP -RAP IS TO E /-- _ " - PLACED IN STREAM 3 EDj Z -- L T EXIST PROJECT REFERENCE NO. SHEET NO. U-4906 16 RNO SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PERMIT DRAWING I SHEET 15 OF 22 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 PERMIT DRAWING I SHEET 19 OF 22 LO r- f � 77 RANDY JARMAN.et ux O q O U o c') REMOVE E � _�� REMOVE DI -SD E Dl- E 18' CMPLn 24" RCP -IV- — w-RC1��IVo-RRE _ Q N F REMOVE — —T— — SRI308 -GUM BRANCH RD. to Lu - - --- --- Lt-1 ------------ _ J1n ,8" RCP-IV'--- OPK OcA 30' Public Trust Shoreline AEC � LORRY D. COdTLE, etY ux _i zp as SITE 5 VID= ,.2 +P 02 = 18.0 cfs 4FGP CLASS 'B' RIP -RAP taas� G 83 �� SPECr LAT. BA4E DITC�1-I 1 SEE DETAIL 7 i 1 GTD / de vreiPYa! IJJ W I—E—�� E— E E �I ;ai Z (/) 18 M '� I edMH GMP REMOVE 140 LF OF 15'• EXISTING 18" CMP RCP —IV B PLUG MOV i REMOVE ' ' RCP —IV q T I 80 CIAV 81 8.5 EDDIE JONES. et ux LINDA LACORTE 8-2 PHILIP F. GAREY. et ux I /____j I C rn N 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. NC 50' 0' 50' 100' I50' GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS C�NTB 3HNT43 . S , Forks R P C PROJECT REFERENCE NO SHEET NO, 343 E. Six FOfks Ii Suite 200 nL fl ale i_ North Carolina 2]609 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[� All \, \ , 1 o/�I/ ; �'%'� , .,�--- o. — � -- III '� \_ � - _—� _, I I I 1 '♦, II ----- --,= -- PK II �\\` �/ /II I ♦ I ♦ I I .i I 1 I � / I ♦ _ - I 6 — -- — — I 5 ♦ 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 Tl Q10= 27.0 ds VEST ri TEJ IL." ��♦ ' 1 I __, -__- / ' \ \♦\ ; % lip 2 . - aa\ SITE 5 VIU= ,.2 ips lil SY,F INV�2.,/ Q2= 18.0 cis - m M ' ;RANDY JARMAN. et '4x v v 214 Rcp# 1.1 ips - �j ;� ' �� m - -- 24" � s -- ♦.ot. - CLASS 'B' a i 1 SPEq LATIll DITCs1-I _ r 1 SEE DETAIL 7. - I A S=01% - % y RLn i +m M ' REMOVE _ - - __ o� DIED E , D1 SD ; �5�j /�,t� .5'��. L` \ REMOVE �� ' �� /' Q N 24" RCP -IV - _ "-RC�u1VWtE IV P �_- END CONSTRUCITON _�/it` — _ _ — _ ___ _ REMOVE I _ _ ND TIP PRO ECT U 4906 L„ - -T- - SR1308 �R� Ro. --_- — ---=3 ��f Ll STA 81+ 55.00 w - --- — TH w -- — — — — — — >fl -_ _ M14 CN J = — - _ — €le 86 N 18 4�-.. ' \ III I ♦ R PLUG o IJJ W - Is M. a� E E 15 M2_ I II t£� 15" EXISTING 18" CMPF t _ E } � f I � I� I I ♦ ♦ REMOVE 140 LF Z (,/) vv ,( \ I N i3 RCP -IV U H 30' Publlc Trus I 0 J I NIv I� / 15" d Shoreline AFC REMOV II \ REMOVE `.% % 'RCP -IV Sq - - I 80 1 I ♦♦ e Shoreline AEC 30' Public Trust ,' 18- d RCP IV , 8� - ux /PHILIP F. GAREY. 6' < JPECIAL LATERAL BASE DITCH ♦� �t ♦ ' \ �Zl _—_ 3 INot\a swlel i' EDDIE JONES et ux♦ ,' `♦ LINDACO TE 8'2 ILA XSlI —♦ \ —_`~ �_ I Y4 eL ` ; \C<. M �._♦ \ Min. D 2.0 E9 \ FROM -1 STA. 77+27 TO STA,7$+20 r� \ ter/ I I I - NC GN1n ♦♦v, 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 -1-1- Sta. 12+33 to Sta. 13+58 LT; 1899.657 SF (Hand Clearing uplands) Batchelors Delight Swamp -1-1- Sta. 81+25 to Sta. 81+47 LT; 253.194 SF (Mechanized Clearing uplands) Half Moon Creek ised 2016 09 09