The URL can be used to link to this page

Home My WebLink About20190455 Ver 1_Permit Package_20190607 (2)I Ii¢;hwav North Carolina Department of Transportation StOIlYlVVcitPt Highway Stormwater Program gw 3 STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.2.R.86 TIP No.: County(ies): Beaufort Page 1 of 3 General Project Information WBS Element: 17BP.2.R.86 ITIP Number: Project Type: Bridge Replacement I Date: 6/6/2019 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Designer: I HNTB North Carolina, P.C. / James A. Byrd, PE Address: 4901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Raleigh, NC 27609 Phone: 919 212-1760 Phone: 919 424-0437 Email: rturnbull!?a esinc.cc Email: jabyrdna hntb.com City/Town: Pinetown County(ies): Beaufort River Basin(s): Tar -Pamlico CAMA County? Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.284 mi. Surrounding Land Use: Rural Residential and Agriculture Proposed Project Existing Site Project Built -Upon Area (ac.) 1.9 ac. 0.7 ac. Typical Cross Section Description: 2 - 10' asphalt paved lanes with 2' paved shoulders, 4' grass shoulders. 2 - 10' asphalt paved lanes with grass shoulders. Wetlands are present in the northwest and southwest quadrants and will be impacted. Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: Existing: Year: General Project Narrative: State project 17BP.2.R.86 involves the replacement of Beaufort County Bridge #060159 on SR 1611 (Jones Bridge Rd.) over Pungo Creek. The existing bridge consists of 1 @ (Description of Minimization of Water 25' - 6", 2 @ 30' - 0", and 1 @ 25' - 6" prestressed concrete channels, concrete caps, and timber piles. It is to be replaced with a 2 @ 40' - 0", 1 @ 45' - 0" 21" cored slab (125' Quality Impacts) total length, 33' total width) at the same location. The project includes 0.16 miles of roadway improvements on the north end of the bridge and 0.10 on the south end of the bridge. In accordance with Tar -Pamlico River Buffer Regulations, the proposed bridge does not contain deck drains. Since the bridge is in normal crown, the stormwater from the bridge and approaches will be collected by two storm drainage systems at -DRV3- station 11+00 Rt. and -L- 19+00 RT. The storm drainage system on -DRV3- will be discharged into Pungo Swamp, and the system on -L- will discharge into a proposed ditch, which later discarges into Pungo Swamp. Class 'I' rip rap pads are specified at the drainage outlets to lower discharge velocity and to minimize impacts. The roadside ditches in the northeast and northwest quadrant will be impacted by the proposed slope stakes. The ditch in the northwest quadrant will flow from north to south and will outlet into Pungo Creek to match existing drainage patterns. The proposed ditch will be a special lateral V-ditch with 3:1 or flatter front slopes and 3:1 back slopes. The ditch in the northeast quadrant will flow from south to north to match existing drainage patterns. The proposed ditch will be a special lateral V-ditch with 3:1 or flatter front slopes and 3:1 back slopes. Waterbody Information Surface Water Body (1): Pungo Creek NCDWR Stream Index No.: 29-34-35-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C None Supplemental Classification: Swamp Waters (Sw) (NSW Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body?Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body7 IN2 (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) North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.2.R.86 TIP No.: County(ies): Beaufort Page 2 of 3 Swales Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Water Body Base Width (ft) Front Slope (H:1) Back Slope (H:1) Drainage Area (ac) Recommended Treatm't Length (ft) Actual Length (ft) Longitudinal Slope N Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used BMP Associated w/ Buffer Rules? 4 -L- Sta. 21+00 RT (1)Pungo Creek 0.0 3.0 3.0 0.5 46 300 0.36 % 1.2 0.9 1.7 1.0 No No 35.53706,-76.77426 4 -L- Sta. 22+00 LT (1)Pungo Creek 0.0 4.0 3.0 0.4 38 200 0.52 % 0.7 0.9 1.0 1.0 No No 35.53732,-76.77443 Additional Comments North Carolina Department of Transportation mil[ trII I ct1['I Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: County(ies): Beaufort 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) 010 (cfs) V10 (f s BMP Associated w/ Buffer Rules? 4 -L- Sta. 17+77 LT (1)Pungo Creek Riprap Energy Dissipator Basin Class 1 0.7 Pipe 24 1.9 0.4 N/A 35.53615,-76.77429 4 -L- 17+06 RT (1)Pungo Creek Riprap Energy Dissipator Basin Class 1 1.5 Pipe 24 3.0 0.4 N/A 35.53601,-76.77385 4 -L- 17+75 RT (1)Pungo Creek Riprap Energy Dissipator Basin Class 1 0.8 Ditch - 2.3 0.4 N/A 35.53617,-76.77409 Additional Comments " Reter to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. STATE OF NORTH CAROL INA RTATL 8II88T TOTAL TATE PROJECT REF 11-1 No. NO. RRRRTR 17BP.2.R.86 10 � � DIVISION OF HIGHWAYS 9TATR PRO.NO P APRUI. NO. RFSCR PT UN 00 N 17BP.2.R.86 PE • 17BP.2.R.86 RWiUTIL Oj ° FREE UNI N BEA UFOR T COUNTY N CHURCH D PROJECT LIMITS d� LOCATION: REPLACE BRIDGE NO.159 OVER PUNGO SWAMP PERMIT DRAWING PUNGO SWAMP SHEET 1 OF 10 �I TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE '• �' Nq` 83, "A� P, WETLAND AND SURFACE WATER IMPACTS PERMIT 2011 V X V S?8 L4 O OFFSITE DETOUR VICINITY MAP T o Hwy 264 END BRIDGE SR 7611 L_ —DRVI— DRV3— —L— POT 17 + 99 +/— (JONES BRIDGE RDA 1� BEGIN PRO ECT 17BP.2. .86 -L- POC STA 11 + 50.00 -L- SR 1611 (JONES BRIDGE RD) —DRV2 — rO cyGR y � tiro Oq�ti BEGIN BRIDGE —L— POT STA 16 + 74 +/— END PROJECT 17BP.2.R.86 -L- POC STA 26 + 50.00 NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TNOT CONSIDERED FINAL DOCUME.I.ol UNLESS ALL SIGNATURES COMPLETED V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared 1, the Office of: HYDRAULICS ENGINEER 50 25 0 50 100 ADT 2013 = 350 ADT 2033 = 660 11TG�INTB 343 NORTH CAROLForks NA, P.C. 343 E. Six Forks Roli Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 ® P 2078 STANDARD SPECIFICATIONS K = 10 p�0 a@®o PLANS D = 60 % LENGTH OF ROADWAY PROJECT 17BP.2.R.86 = 0.260 MILES DOUGLAS WHEATLEY, PE P.E. SIGNATURE: ® a 50 25 0 50 100 0 * T 6 /p LENGTH OF STRUCTURE PROJECT 17BP.2.R.86 = 0.024 MILES RIGHT OF WAY DATE: PROJECT ENGINEER V = 45 MPH FEBRUARY 6, 2019 ROY H. TELLIER, PE ROADWAY DESIGN ENGINEER (HORIZONTAL) PROJECT DESIGN ENGINEER * TTST =2% DUAL 4% TOTAL LENGTH OF PROJECT 17BP.2.R.86 = 0.284 MILES ® a OPROFILE 10 5 0 10 20 FUNC CLASS = LETTING DATE: TRA, V LOCAL JUNE 26, 2019 HEATHER C. LANE PE PROFILE (VERTICAL) NCDOT CONTACT SUB -REGIONAL TIER SIGNATURE: P.E. D� WMT HOLDINGS LLC D8 1554 PG 411 BEGIN PROJECT 17BP.2.R.86 7 -L- STA 11 + 50.00 �O op 60.T WETLAND & STkrKA BEGIN CONSTRUCTION I J I SAMUEL L FYLE JR OB 1860 PG 927 Wl FILL IN WETLANDS = 0.03 Ac /1221 7SF] O SAMUEL L FYLE JR DB 1860 PC 927 NORMAN JEROL SELBY JR O ae^w0 RaIL OB 1842 PG 792 a -BL- 3 \L PUE W2 DETAIL 1 DETAIL 2 IMPACTS IN SURFACE WATER = <0.01 Ac /63 SF SPECIAL IATERAL'V' DITCH RIP RAP AT EMBANKMENT " TEMPORARY IMPACTS IN SURFACE WATER = <0.01 Ac/187 SF cROTenne SPECIAL LAT.-/ 'V' DITCH SEE DETAIL 1 FROM -DRVA- STA. 10+50 TO STA. 11+25 RT CA, STA. 17+06 TO STA. 17+18 RT FROM 1 STA. 2I+OD TO STA. 24+00 RT NOTE: SEE SHEET 213-1 FOR HORIZONTAL ALIGNMENT INFORMATION PACTS NAD 83/ A 2011 BEGIN CONSTRUCTION \ -6 RV3- STA 10+00.00 ALL .L;. WNTB.eaP PERMIT DRAWING SHEET 2 OF 10 AREAS DETERMINED BY RO AS WETLANDS wA - WB W3 SCALE 1" 9' FILL IN WETLANDS = <0.01 Ac/316 SF Jk TEMPORARY IMPACTS IN SURFACE WATER = <0.01 Ac /104 I� o } I w �m * FILL IN F �F �1* I WETLAND_ C AXsE SEE_ --\ 1 \ "'POCKET PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.86 4 RAN SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �ZN CARO.. I. .`1H CARO��. O A S S /p.,�'9''. O .`�20"FES S . o �•; SEAL `: ::moo f SEAL 044575 15764 �''. 9�:c'UCINE��`J O`er 9��'y �q oc'�CINF��'00�,• �44uuniD��,,,, 5 Bn D _ _ - y - may-- 2GIF ��_�� r E E r E T Ri- PUE N 0 RT DUE 15" RCPIVSPECIAL LAT. 'V' DITCH 3 O I O r I I S AIL I I ARIE JR & JANET M DEHO. DB14 7 PC 306 N \m - WENDY WSCOOPER DB 1200 PG 900 N 1 CLASS "II" RI 9 P ETCH OFBRIDGE \ TO SHOULDE POINT ELEV. i IN RE TIONS IP TO PAVE ENT & TO SCALE \ AT 1 BEGIN APPROACH SLAB' AT-1 0 \ V -L- St0" 16+61°37 TY E-III TYPE -III \END (CONSTRUCTION -DRV2- TA 11+50.00 o 0 RESET METAL GATE N LEGEND DENOTES FILL IN WETLAND IN ® SURFOACE WATER c BEGIN N BRIDGE -BM- 70 ® M AOCTSSIN S RFARY CE WATER -L Sto. /6-172 TYP -III AND B IDGE A TYPE -III - - St °17f99.75 END APPROACH �,-L- to°l fl0°62 DITCH LEGEND BRIDGE HYDRAULIC DATA RIGHT DITCH DESIGN DISCHARGE = 3609 CFS DESIGN FREQUENCY = _25 YRS DESIGN HW ELEVATION = 6.3 FT BASE DISCHARGE = 5461 CFS --- BASE FREQUENCY = /00 YRS BASE HW ELEVATION = 7.8 FT OVERTOPPING DISCHARGE = 4068 CFS PROP 11.25° BEND OVERTOPPING FREQUENCY= < /0 f+l YRS ROTATE AS NEEDED ----- BEGIN PROP WATER LINE WL STA 10+45.30 OVERTOPPING ELEVATION = 6.68 FT W/ PROP GATE VALVE L STA 14+91.17 WL STA 10+39.25 FIT 24.32' L STA 14+85.28 FIT 23.9' ELEV = 3. 15� ELEV = 3.15' BEGIN GRADE PI = 12+2S.00 END PROP WATER LINE. DATE OF SURVEY = I2-2I-20I7 -- -L- STA 11 + 50.00 W/EGATETVVALVESTING ELEV. = 10.67' EL = 9.97' PI = 13+90.00 PI = 15+50.00 WL STA 15+75.99 W.S. ELEVATION = -029 FT L STA 20+21 .90 RT 21.1' AT DATE OF SURVEY 20 K = 198 EL = 7.19' EL = 7.75' ELEV = 0.65' VC = 150' K = 83 K = 231 BORE PIT SIZE DETERMINED BY ---- VC = 170' VC = 150' CONTRACTOR 102- - - - - - - - - - - - (-)0.9300% (-)1.6889% STREAM ---- ( )0.3500% (-)0.3000% LIMITS (+)0.7000% (_ ---- HI-6889% ----------- D (+)0.3500%D (-)0.3000°/D + 0.7000% � 3' MIN 3' MIN �_1_ ____________ PROP 11.25° BEND - - - ___ _ I+I0,46487 G 1+J020007 �+10.4395% 0 ROTATE AS NEEDED - - - - = END SPECIAL \ LAT.'V' DITCH RT WL STA 10+52.77 i �u LRTSTA 24�0298.68 \ ) ' PI = 24+00.00 ELEV = 1 .67' �•� w 1�+ \\ ) / i' El 5.15 ++ PROP 8X6 REDUCER PI = 22+00.00 SEE TRANSITION DETAIL WL STA 11+30.48 C1 + \ r PROP 8X6 REDUCER BEGIN SPECIAL -1 0R ON SHEET UC-3B L STA 15+76.36 m \ ' / ^ .� SEE TRANSITION DETAIL LAT. 'V' DITCH RT EI = 4.27 'R WL STA 11+08.48 RT 25.0 \ '- ON SHEET UC-3B ( ) +' L STA 15+54.36 PC ELEV = 1.67' '� Z F�F�� \'I Q �.� WL STA 15+16.18 PI = 21 + 00.00 FIT 25.0'� �P \ �' L STA 19+62.07 El = 4.07 z ELEV = 1.67' WL STA 11+40.32 '� w I N i' FIT 22.3' ao PT ELEV = 0.37' m J \� ELEV = 0.65' " -20 m -� WL STA 14+94.18 a� WL STA 12+09.51 L STA 19+40.07 FIT 22.6' F» PC ELEV =-18.17' 5� MIN eEy� PT ELEV = 0.65' y� THEORETICAL - - - - _ - WL STA 13+51.80 OT SCOURPT ELEV =-21.43' WL STA 14+88.23 A o� PWL STA T ELEV12+483328' WL STA PC ELEV = 0.18 a�» -30 @ 0 LF PC ELEV 13+283.28' eeRR 9� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 WMT HOLDINGS LxC WETLAND D & STkrKM GAT�MPACTS - DB 1554 PG ,I6 NAIS %83i A 2011 BEGIN PROJECT I7BP.2.R.86 m �t` ' -L-- -STA II +SO.00 BEGIN CONSTRUCTION _ -DRVY- STA 10+00. 0 BEGIN ,CONSTRUCTION -DRY - STA-19+00.00 I �� ' p 1-L W TL GNDLL NASA ETLANDSINWA &YW802O�OFESSR�(�Nq ---- - WNTB PERMITD SHEET Ros sTeoe x "L" aa^°N a RAW I N G 3 OF 10 PROJECT REFERENCE NO. 17BP.2.R.86 �IGN SHEET NO. ROADWAY ENGINEER uuF '•�� SEAL�� 044575 " W$ \ m SAMU6L.L vYLE JR _$rTf 1- -' tl- 3 STALE 1" q'4J0' FILL IN WETLANDS = <0.01 Ac/316 SF i - ''4n.Ruu••`• o O�L860 PO 9zv.- Wl , -y , l* #- TEMPORARY IMPACTS IN SURFACE WATER <0 01 Ac /104 SF FILL IN WETLANDS = 0.03 Ac/1221 SF U, 1 7ST SAMUEL k FYLE JR C m �� i08 1860 PGA , OOO R s \ C 7 , rn O ' I _ - �. \� �H CNORMAN JERO_L SELBY ,IR, o `�--e --_ T" a �r u -� �T I' I T 1 DB1842'PG'l92 / I� �` _ p 4g". WDriAIL _- --�v�6 III' IC pqE 1 014- C� E W2 DETAIL 1 DETAIL / 2_ IMPACTS IN SURFACE WATER = <0.01 Ac /63 SF SPECIAL LATERAL V' °IT01 RIP RAP AT EMRANKMEM ` TEMPORARY IMPACTS IN SURFACE WATER = <0.01 Ac /187 SF SPECIAL LAT. FROM STA.1]+06 TO STA.1]+1$ -__ �.. MI°.o= If,. _-_ _ 'V°DITCH m , ussp Rlr-w,r $�E DETAIL 1 FROM -0 S STA.10 0 T TO STA.11+25 pS\ R �\ I FROM 1-STA. ]t+00 P STA. 34+OU�VRT �\\ / � NOTE: SEE;SHtET 2B--1 FOR HORVZONTAL) ALICGNMENT INFORMATION"� � m „ FILL IN *ate 2k I ;Ira WETLAND E E " - BL 5 E 15 RCP IV 77 '1mry ' i ` 1 mF CLASS."11" RI P TO SHOULDER'- ' m POINT ELEV. IN AND ONSTRUCTION - RV2_a TA Ill+50.00 RESET METAL. GATE LEGEND DENOTES FILL IN WETLAND �® DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE -L- Sta° 16+61=37 BEGIN BRIDGE -L- Sta. 16-172 AT-1 -- - - -- 8st D -. / E E _ 01- T j I SPECIAL LAT, ' I 0 � r3 0 r 3 I ARIE JR & J"ET MIDEHO� 08 1 9TPG 306-- WENDYW COOPER_ DB 1200 PC 9p0 ETCH"OF BRIDGE i RE TIONS IP TO PAVE ENT AT °E-III W V v`r TYPE -III I TYPE-111 SHEET NO. HYDRAULICS ENGINEER .�1H CARp.. I� oFESS 16,%. SEAL 15764 NE�v�p��p`�` �4j�biuin •O`, \\ACT TO SCALE I -L- eta° 16-00°62 DITCH LEGEND BRIDGE HYDRAULIC DATA RIGHT DITCH DESIGN DISCHARGE = 3609 CFS DESIGN FREQUENCY = _25 YRS DESIGN HW ELEVATION = 6.3 FT BASE DISCHARGE = 5461 CFS --- BASE FREOUENCY = l00 YRS BASE HW ELEVATION = T.8 FT OVERTOPPING DISCHARGE = 4068 CFS PROP 11.25° BEND OVERTOPPING FREQUENCY= < l0 (+l YRS ROTATE AS NEEDED ----- BEGIN PROP WATER LINE WL STA 10+45.30 OVERTOPPING ELEVATION = 6.68 FT W/ PROP GATE VALVE L STA 14+91.17 WL STA 10+39.25 FIT 24.32' L STA ELEV 13.14+85.28 FIT 23.9' ELEV = 3. 15, = 5' BEGIN GRADE PI = 12+25.00 END PROP WATER LINE. DATE OF SURVEY = 12-21-20/7 -- -L- STA 11 + 50.00 W/EGATETVVALVESTING ELEV. = 10.67' EL = 9.97' PI = 13+90.00 PI = 15+50.00 WL STA 15+75.99 W.S. ELEVATION = -029 FT L STA 20+21 .90 RT 21.1' AT DATE OF SURVEY 20 K = 198 EL = 7.19' EL = 7.75' ELEV = 0.65' VC = 150' K = 83 K = 231 BORE PIT SIZE DETERMINED BY ---- VC = 170' VC = 150' CONTRACTOR 10]- - - - - - - - - - - - (-)0.9300% (-)1.6889% STREAM ---- ( )0.3500% (-)0.3000% LIMITS (+)0.7000% (_ o (+)0.3500% (-)0.3000% + 0.7000% 3' MIN 3' MIN �_1----------------------------------- PROP E AS BEND - - - ___ _ (+)0.46487 G I+�02000� +10.4395% 0 ROTATE AS NEEDED - - - - = END SPECIAL \ LAT.'V' DITCH RT WL STA 10+52.77 i �u LRTSTA 24�0298.68\ ) L PI = 24+00.00 ELEV = 1 .67' �•� w 1�+ \\ ) / i' El 5.15 ++ PROP 8X6 REDUCER (f o.-� PI = 22+00.00 SEE TRANSITION DETAIL WL STA 11+30.48 C7 + \ r PROP BX6 REDUCER BEGIN SPECIAL -1 0' ON SHEET UC-3B L STA 15+76.36 m \ ' / ^ .� SEE TRANSITION DETAIL LAT. 'V' DITCH RT El = 4.27 'R WL STA 11+08.48 FIT 25.0 \ ON SHEET UC-3B ( ) +' L STA 15+54.36 PC ELEV = 1.67' '� Z F�� \'I Q �.� WL STA 15+16.18 PI = 21 + 00.00 FIT 25.0'� Fr \ �' L STA 19+62.07 El = 4.07 z ELEV = 1.67' WL STA 11+40.32 '� w I / N i' FIT 22.3' ao PT ELEV = 0.37' m J \� ELEV = 0.65' -20 m -� WL STA 14+94.18 a� WL STA 12+09.51 L STA 19+40.07 FIT 22.6' F» PC ELEV =-18.17' 5� MIN eEy � PT ELEV = 0.65' y� THEORETICAL - - - - _ - WL STA 13+51.80 OT SCOURPT ELEV =-21.43' WL STA 14+88.23 o� PWL STA T ELEV12+483328' WL STA PC ELEV = 0.18 a�» -3O @ 0 LF PC ELEV 13+283.28' ee. 9M 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ro NATHANIEL AUSTIN CLADDING IV C. n, 'o 0 SCALE 1" = PROJECT REFERENCE NO. SHEET NO. R -:`-�-`T "' ' 1 HNTB 7BP.2.R.86 5 WETLAND & STREAM IMPACTS W SHEET NO. PERMITDRAWING ROADWAY DESIGN HYDRAULICS SHEET 4 OF 10 ENGINEER ENGINEER \A FILL A '� WETLAND' END ARIE JR & JANET M DEHOOG N 17BP.2.R.86 Wl FILL IN WETLANDS - <0.01 Ac/15 SF I FQFNn DENOTES FILL IN WETLAND ALL WETLANDS AREAS DETERMINED BY DIVISION 2 ENVIRONMENTAL OFFICER AS WETLANDS WC. WO NOTE: SEE SHEET 213-1 FOR HORIZONTAL ALIGNMENT INFORMATION -------------------- -------------------- I ----- I ----------------------------------------------- -------------------- I ----- I -------------------- I ----- I -------------------- I ----- I - - - - I - - - - - - - --- - - - - - - - - - - - L - - - - - -- . - - -PI --- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 20' - 2 5 + 50.00 -- -- -- -- -- -- EL = 7.16' K = 229 - - - - - - - - - - - - - - - - - - - - - - - - -VC - -'150 -- - - --- - - - - - - - - ENDL GRADLE - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - lo, -L- SA 26+50.00 ELEV. r 7.47' -_L-)0.3477%- % (+)0.306- 5 - - - - -- - - - - - --- - - - - --- - - - - - - - - - (=)9.3477% - - - - - - - - - - - - I - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - - Lo 0 1 of EI — - - - - - - - - - - —10' - - - - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - -2 0' 1 24+00 25+00 26+00 27+00 28+00 1 IN ATHA_NIEL/ AUSTIN GLADDING IV WETLAND & STREAM IMPACTS N 1611 A 1411ol," > A— hb, 3, Y. 0 I FILL IN WETLAND ' y. I_;_1 NlhNNT13""C-TI: `6oh"'T" PERMIT DRAWING SHEET 5 OF 10 PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.86 5 W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DENOTES FILL IN WETLAND ---------- -- L 1" 40' -17BP.2.R,861 E END !��CT —L— STA 26+50.00 Wl FILL IN WETLANDS = <0.01 Ac/15 SF gRlli, JR & JANET Ml QEHCOG 11 ALL WETLANDS AREAS DETERMINED BY DIVISION 2 ENVIRONMENTAL OFFICER AS WETLANDS WC, WD NOTE: SEE SHEET 213-1 FOR HORIZONTAL ALIGNMENT INFORMATION ----- --------------- ------ -Pi --------- ------------ L -- ------ ----------------- L -- ------ ----------------- L -- ------ ----------------- L -- ------ ----------------- L -- ------ ---------------- -------- 20' 2 5+50.00 - - - - - EL = 7.16' K = 229 - - - - - - - - - - - - - - - - - - - - - - - - -VC - -'150 -- - - --- - - - - - - - - END- GRADE - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - lo, -L- SA 26+50.00 ELEV. 7.47' -_L-)0.3477%- 06 % (+)0.3 5 - - - - - -- - - - - - --- - - - - --- - - - - - - - - - (=)9.3477% - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - of -- - I - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - —10, - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - --- - - - - --- - - - - - -2 0' ! 1 24+00 25+00 26+00 27+00 28+00 1 o WMT HOLDINGS LLC BEGIN PROJECT 17BP.2.R.86 7 -L- STA 11 + 50.00 BUFFER IMPACTS BEGIN CON-.....IL,I, I J Ln \ \ SAMUEL L FYLE JR BL ZONE 1 BUFFER IMPACTS = 1779 SF ZONE 2 BUFFER IMPACTS = 2155 SF _ a�4 6p. SAMUEL L FYLE JR X P i \F �I\ \ 'I\II �1\ N P lil 1 '.I. �\� NORMAN JEROL SELBY JR O e w0 Raiff N m C -BL- 3 \L PUE o If.ATE O DETAIL 1 DETAIL 2 NORMAN JEROL SELBY JR SPECIAL IATERAL Y DITCH RIP RAP I AT EMBANK I rvm ro xel.l rva re s<el.l °per B3 ZONE 1 BUFFER IMPACTS 2925 SF °T"" ZONE 2 BUFFER IMPACTS - 2150 SF SPECIAL V' DITCHTCH SEE DETAIL 1 FROM -0 S STA., OD T S STA. 1100 F FIT TlFROM STA.17+06 TO STA.17+M RT FROM 1- STA. 21+00 TO STA. 24+00 FIT NOTE: SEE SHEET 213-1 FOR HORIZONTAL ALIGNMENT INFORMATION V NAD 83i A 2011 BEGIN CONSTRUCTION -DRV3- STA 10+00.00 ALL WETLANDS AREAS DETERMINED BZ- _ ZONE 1 BUFFER IMPACTS = 1757 SF ZONE 2 BUFFER IMPACTS = 1915 SF S i J I c� i Al-,t \F m t 2k } y< I \ \ y t WNTB xc N. eaP "aa^L" PROJECT REFERENCE NO. SHEET NO. 176P.2.R.86 4 PERMITD RAW I N G ROADWAY �IGN SHEET NO. HYDRAULICS SHEET 6 OF 10 ENGINEER ENGINEER O �ZN CARO��. .`1HTCARO��. O ' /p•,�'9'�.� ! t 'r SEAL � ' ' � SEALpfi' ` ALLOWABLE IMPACTS ZONE 1 _ is •,. 044575 �'�. �Q::. '. 15764FN '�'•y •'•: `N ��:�, ALLOWABLE IMPACTS ZONE 2 9� •. G I NE ; p p`` ,��'�„� iEll\E��•``, ✓,q •. G I NF : O 0�,• �4p� f$ A.B ��``�, \\\\\ uPlElw• n.uunu al 2GIF - E--- .__ E� 15' RCPIV DUE E A �. TRANSPORTATION FACILITY LINE O �� - ARIE JR & JANET M DEHOOG CLASS "II" RI 9 P TO p POINT EOLEV. E IN F BEGIN APPROACH SLABI I AT-1 -L- St(7o 16+61°37 �I B4 ZONE 1 BUFFER IMPACTS 392 SF ZONE 2 BUFFER IMPACTS = 217 SF -BM- 10 Xt __ E X 5C tnll� �; I I sr D� y r) q N C E O Z r o n I SPECIAL LAT, V' DITCH S� DETAIL 1 C O O r � ARIE JR & JANET M DEHO� WENDY WOCOOPER I L 1 � ETCH OF BRIDGE \ tE TIONS IP TO PAVE ENT �� dr�ro SCALE AT 1 \ \ v III W I v`1 TYPE -III TYP -III AND B IDGE TYPE -III BEGIN BRIDGE - - St "17f99.75 END APPROACH -L- Sto.16f72,25 -('A-L-tc.I 110°62 DITCH LEGEND BRIDGE HYDRAULIC DATA RIGHT DITCH DESIGN DISCHARGE = 3609 CFS DESIGN FREQUENCY = _25 YRS DESIGN HW ELEVATION = 6.3 FT BASE DISCHARGE = 5461 CFS --- BASE FREQUENCY = /00 YRS BASE HW ELEVATION = 7.8 FT OVERTOPPING DISCHARGE = 4068 CFS PROP 11.25° BEND OVERTOPPING FREQUENCY= C /0 f+l YRS ROTATE AS NEEDED ------ BEGIN PROP WATER LINE WL STA 10+45.30 OVERTOPPING ELEVATION = 6.68 FT W/ PROP GATE VALVE L STA 14+91.17 WL STA 10+39.25 FIT 24.32' L STA 14+85.28 FIT 23.9' ELEV = 3.15' ELEV = 3.15' BEGIN GRADE PI = 12+2S.00 END PROP WATER LINE. DATE OF SURVEY = I2-2I-20I7 -- -L- STA 11 + 50.00 W/EGATE TVALVE STING ELEV. = 10.6T EL = 9.97' PI = 13+90.00 [EL I = 15+50.00 WL STA 15+75.99 W.S. ELEVATION = _0�9 FT L STA 20+21 .90 RT 21.1' AT DATE OF SURVEY 20 K = 198 EL = 7.19' = 7.75' ELEV=0.65VC = 150' K = 83 = 231 BORE PIT SIZE DETERMINED BY VC = 170' C = 150' CONTRACTOR 10----___-__ H0.9300% (-)1.6889% STREAM ___-_--_--00% (-)0.3000% LIMITS �- (+)0.7000% (_ ------- D (+)0.3500% (-)0.3000°h + 0.7000% �1 ------ --------------- v 3' III PROP 11.25° BEND 3' MIN 3' MIN I+i0�000% (+)0.4395% .» 0 ROTATE AS NEEDED - - - 1 i+J0,4648G - - - - = END SPECIAL " \ LAT.'V' DITCH RT WL STA 10+52.77 i LFIT A 4+24,0298.68 \ 1 I I PI = 24+00.00 ELEV = 1.67' �•� w I�+ \\) / i' El - 5.15 PROP 8X6 REDUCER If o.-� PI = 22+00.00 `A ' SEE TRANSITION DETAIL WL STA 11+30.48 C1 + \ r PROP 8X6 REDUCER BEGIN SPECIAL -1 0 ON SHEET UC-36 L STA 15+76.36 \ / + SEE TRANSITION DETAIL El = 4.27 m \ LAT. 'V' DITCH (RT) 'A WL STA 11+08.48 FIT 25.0 I ON SHEET UC-3B A' L STA 15+54.36 PC ELEV = 1.6T '� F�F� \'I WL STA 15+16.18 PI = 21 + 00.00 FIT 25.0'\ Z L STA 19+62.07 El = 4.07 z ELEV = 1.67' WL STA 11+40.32 '� w I I N i' FIT 22.3' 90 PT ELEV = 0.37' m J \` ELEV = 0.65' -20 m -� WL STA 14+94.18 a� WL STA 12+-1 . 1 L STA 19+40.07 FIT 22.6' F» PC ELEV = -18. 17' 5' MIN JEAOT SCOUR eEy� PT ELEV = 0.65' THEORETICAL - - - - _ - WL STA 13+51.80 PT ELEV =-21.43' WL STA 14+88.23 A o� PWL STA T ELEV PC ELEV = 0.18 9� -30 @ 0 LF PC ELEV 13+283.28' 0M 9A 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 WMT HOLDINGS L)C BUFFER IMPACTS BEGIN PROJECT I7BP.2.R.86 - BEGIN COrr„n,...yRl -L- STA I -DRVI- STA 10+00. D If 9- In / � r \\ -- AMUELI E ZONE 1 BUFFER IMPACTS 1779 SF A ZONE 2 BUFFER IMPACTS - 2155 SF A $YLE JR __��$4 1 `11 I I �I I a -__ � r -� •\� - ` �- -per . N 0./W __".V�� ' WRMAN JEROL SELBY JP, 8 4AIL � 6in1 I C )� \ \ - - N m III ' pAE A^ �C\. Q 4 DETAIL T �'� , - DETAIL 2 - NORMAN JEROL SEEBY JR a r SPECIAL IATERAL's.ol�V' DITCN RIP RAP AT'EMRANKMEM� I rvw re l Irvin ro sa,l.l _ ZONE 1 BUFFER IMPACTS = 2925 SF sdE, M;°., _ ZONE 2 BUFFER IMPACTS = 2150 SF CIAL LAT. MCIAL Cuse ) Rlr-w1r $�E DETAIL 1 FROM -DRVA- STA. 10+5 r TO STA. 11+25 pS - 5' FROM 1 STA. 21+00 P STA.24+O�VRT FROM STA.1]+06 TO STA. 1I+1$RT NOTE: SEESHtET 2B-\1 FOR HORVZONTAL) ALIGNMENT INFORMATION, E C'INTB "c NORTH "'aa^.C°N a "809 PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.86 4 m ;ss/ A 2011 ' ERMIT DRAWING RW SHEET NO. ROADWAY DESIGN HYDRAULICS r N, $EGfN ,CONSTRUCTION -DRY - STA-19+00.00 ----- LIT �` SHEET 7 OF 10 ENGINEER ENGINEER ALL 2 rLnNDS GRF�ES ETERMINED BY ROB I �F2o��NE SS�o77Nr°�, ' .�°2o�lES5�o77Nr'�, 4 - ZONE 1 BUFFER IMPACTS = 1757 SF - a` SEAL `: _: - f SEAL e`: - o ZONE 2 BUFFER IMPACTS = 1915 SF ALLOWABLE IMPACTS ZONE 1 _ 044575 ,. F^, ,O,,gOY. 15764 •'•: `N ��0�� % �, � -_---__ ALLOWABLE IMPACTS ZONE 2 E?:• G I NE ; � p p`� ��4 H, iELUE Ea:+• �q •. G I NF : �o,,��J` '4'Nf5 A.bv . C n _ \ \E7�X\ ,y ��• .f *P�RET( wA" �F'Y r SI -__-- TRANSPORTATION FACIUTf LINE O , \ - 4NET M_QEjHOOC I � _BL_ '\V 8 CLASS;-10RIPRAP TO SHOULDER POINT ELEV. v BEGIN APPROACH SLAB' -L- Stao 16+61.37 B4 ZONE 1 BUFFER IMPACTS 392 SF LIT ZONE 2 BUFFER IMPACTS = 217 SF o N BEGIN BRIDGE -BM- 10 - - ' -L- Sto.16 f72 -- - - - - -- est D -i -0- N _ !� i_ E E _C _E� O T r o , N I j SPECIAL LAT, 1I I I / S DITCH Iv 0 I� � I I ' � DETAIL 1 k 3 I I`sT ARIE JR & J"ET M I DEHO I "ENDY/W COOPER 6 ETCH OF BRIDGE RE TIONS IP TO PAVE ENT AT DE-III W V v`1 TYPE -III - StA 17 f99.75 TYPE-111 \�01` TO SCALE I -L- �t(7a 16-00.62 DITCH LEGEND BRIDGE HYDRAULIC DATA RIGHT DITCH DESIGN DISCHARGE = 3609 CFS DESIGN FREQUENCY = _25 YRS DESIGN HIN ELEVATION = 6.3 FT BASE DISCHARGE = 5461 CFS --- BASE FREQUENCY = /00 YRS BASE HN ELEVATION = T.8 FT OVERTOPPING DISCHARGE = 4068 CFS PROP 11.25° BEND OVERTOPPING FREQUENCY= C /0 (+l YRS ROTATE AS NEEDED ------ BEGIN PROP WATER LINE WL STA 10+45.30 OVERTOPPING ELEVATION = 6.68 FT W/ PROP GATE VALVE L STA 14+91.17 WL STA 10+39.25 RT 24.32' L STA ELEV 13.14+85.28 RT 23.9' ELEV = 3.15' = 5' BEGIN GRADE PI = 12+25.00 END PROP WATER LINE. DATE OF SURVEY = 12-21-20/7 -- -L- STA 11 + 50.00 W/EGATETVVALVESTING ELEV. = 10.67' EL = 9.97' PI = 13+90.00 PI = 15+50.00 WL STA 15+75.99 w•S.ELEVATION = -029 FT L STA 20+21 .90 RT 21.1' AT DATE OF SURVEY 20 K = 198 EL = 7.19' EL = 7.75' ELEV = 0.65' VC = 150' K = 83 K = 231 BORE PIT SIZE DETERMINED BY VC = 170' VC = 150' CONTRACTOR 10----___-__ H0.93000/. (-)1.6889% STREAM )0.3500% (-)0.3000% LIMITS �- (+)0.7000% (_ ------- ° (+)0.3500% (-)0.3000°/D + 0.7000% �1 ------ --- (+)0.43957 III PROP 11.25° BEND 3' MIN 3' MING (+i0.2000� (+)0.43957 .» O ROTATE AS NEEDED - - - I (+J0,4648G - - - - = END SPECIAL " \ LAT.'V' DITCH RT WL STA 10+52.77 i LRSTA 24,0298.68 \ I PI = 24+00.00 ELEV = 1.67' �•� w I�+ \\) / i' El - 5.15 PROP 8X6 REDUCER (f o.-� PI = 22+00.00 `A . SEE TRANSITION DETAIL WL STA 11+30.48 Cl + \ r PROP 8X6 REDUCER BEGIN SPECIAL -1 U ON SHEET UC-36 L STA 15+76.36 / + SEE TRANSITION DETAIL El = 4.27 m \ LAT. 'V' DITCH (RT) 'A WL STA 11+5408 .i RT 25.0 ON SHEET UC-3B L STA 15+54.36 PC ELEV = 1.6T '� F�F� \'I WL STA 15+16.18 PI = 21 + 00.00 RT 25.0'� Z L STA 19+62.07 El = 4.07 z ELEV = 1.67' WL STA 11+40.32 '� w I N i' RT 22.3' ao PT ELEV = 0.37' m J \` _ _ - J w ELEV = 0.65' -20 m -� WL STA 14+94.18 a� WL STA 12+-1 . 1 L STA 19+40.07 RT 22.6' F» PC ELEV = -18. 17' 5' MIN JEAOT SCOUR eEy� PT ELEV = 0.65' THEORETICAL - - - - _ - WL STA 13+51.80 PT ELEV =-21.43' WL STA 14+88.23 A o� PWL STA T ELEV PC ELEV = 0.18 9� -30 @ 0 LF PC ELEV 13+283.28' ee. 9� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 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) Natural Stream Design (ft) 1 L Sta. 16+16 to Sta. 20+02 21" Cored Slab Bridge 0.0353 0.001 0.007 18 38 2 L Sta. 25+09 to Sta. 25+48 Roadway Fill <0.000 TOTALS*: 0.0356 0.001 0.007 18 38 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands: 1552 SF Permanent Surface Water Impacts: 63 SF Temporary Surface Water Impacts: 291 SF Revised 2016 09 09 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER REPLACEMENT SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) B1 21" CORED SLAB BRIDGE -L-16+27 TO 17+09 LT X 1778.800 2155.000 3933.800 B2 21" CORED SLAB BRIDGE -L- 17+90 TO 18+42 LT X 1757.000 1915.000 3672.000 B3 21" CORED SLAB BRIDGE -L- 16+47 TO 17+09 RT X 2925.000 2150.000 5075.000 B4 21" CORED SLAB BRIDGE -L- 17+68 TO 18+16 RT X 392.000 217.000 609.000 TOTAL: 6852.800 6437.000 13289.800 0 0 0 0 0 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BEAUFORT COUNTY BRIDGE NO. 159 DATE 2/18/2019 SHEET 9 OF 10 Rev. SEP 2016 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 SITE NO. STATION (FROM/TO) (ft) (ft) B1-L-16+37 TO 16+57 LT 0.000 374.000 TOTAL: 0.000 374.000 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BEAUFORT COUNTY BRIDGE NO. 159 DATE 2/18/2019 SHEET 10 OF 10 Rev.Jan 2009