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Home My WebLink About20191118 Ver 1_SF-770413_770414_Permit Drawings_20190821_20190822k I1�%Il��'tlw North Carolina Department of Transportation �il[]1'il Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS s MEL— WBS Element: 17BP.6.R.77 TIP No.: SF-770413/770414 County(ies): Robeson Page 1 of 1 General Project Information Mom WBS Element: 17BP.6.R.77 TIP Number: SF-770413/770414 Project Type: Bridge Replacement Date: 8/21/2019 NCDOT Contact: Jon Moore, P.E. Contractor /Desi ner: Jason Patskoski, P.E., PhD Address: NCDOT Hydraulics Unit 1020 Birch Ridge Drive Address: Summit Design and Engineering Services 100 East Six Forks Road, Suite 300 Raleigh, NC 27609 Phone: 919 707-6738 Phone: 919 322-0115 Email: 'Imoore6 ncdot. ov Email: iason.12atskosLi@summitde.net City/Town: Red Springs, ETJ Count kes : Robeson River Basin(s): Cape Fear I ICAMA County? I No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 840 lin. Feet Surrounding Land Use: lRural Area with Agricultural or Residential Land Uses Proposed Project Existing Site Project Built -Upon Area ac. 0.71 ac. 0.28 ac. Typical Cross Section Description: 2 lane road with 10' travel lanes and 5.5' paved shoulder with total bridge length of 55 ft and width of 33 ft (for bridge 413) and 80 It length and 33 ft width (for bridge 414). 2 lane road with 9' travel lanes and 3' paved shoulder with a total bridge length of 28 ft 4 in and with of 26 ft (for 413) and a length of 55 ft and width of 28 ft (for 414). Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1000 Year: 2025 Existing: 500 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) State Project involves the replacement of NCDOT Bridges 770413 and 770414 over Little Raft Swamp on SR 1323 in Robeson County. The existing structures for 770413 and 770414 include one 28 feet and 4 inch, span (2@14'2") and one 55 ft 4 span (1@14'3", 2@14', 1@14,3") precast and prestressed concrete cored slab concrete structures, respectively. There are no existing deck drains on either bridge and the existing fillslopes are grassy. The proposed structures will be 1 span 55 ft 21-inch cored slab with an out to out deck width of 33 ft and 4' caps and a 2 span 80' (1 @ 25', 1 @55') 21-inch cored slab bridge with an out to out deck width of 33 feet with 3:1 grassy fillslopes throughout the project. The proposed bridges will maintain the existing level of service. There are two proposed outfalls on the begin of bridge 413 (both sides) and end of bridge 414 (both sides) to allow proper drainage for the bridge and minimize disturbance in the surrounding wetland areas. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion. All proposed fill slopes are outside the wetland boundary to minimize disturbance in the surrounding wetland areas. Sam Waterbody Information Surface Water Body 1 : Little Raft Swamp NCDWR Stream Index No.: 14-10-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: biological impairment Threatened/Endangered Species? No Comments: NRTR Stream ID: Little Raft Swamp Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes I Deck Drains Discharge Over Buffer? IND Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) CD 0 W N ,I L Q �T oo= 0 o� M 0 0 o�- C\l F-- Q 0 0 kn 0 N v See Sheet 9 A For Index of Sheets See Sheet I B For Conventional Symbols DPP �hPPt RlAln�,)(,- i SL Fnr �i irvPv (nntrnl �hPPt PROJECT SITE 1387 • DETOUR ROUTE Ind.strial Rd 1806 V- \-� STATE OF NORTH ('AROIL.IN>> DIVISION OF H11"'HWAYS ROBESON COUNTY LOCATION.- BRIDGE NO. 770413/770414 0111 SR 1323 (WATSON MILL RD) OVER LITTLE RAFT SWAMP TYPE OF WORD: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT ----SthAv y a m i� � Marlboro q e° � 777v� U E SrA O ve 01 04 Vrj,J�I� VICINITY MAP Po BEGIN BRIDGE I �I —L— STA. 12 + 83.38 I � � I BEGIN PROJECT ��S\ —L— STA. 11 + 25.00 �\ TO SR 1325 (WATSON FARM RD./ VANCE ST. EXT.) — L.— ..7 1 r1%. 1 J T 1-t V. V J n -e%Iwl on1r1%rr- -L— 3 1 H. 14 fi/ 0. 0 1 r-KIn QDlnr_C STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 1713P.6.R-77 1 STATE PROD. NO. F. A. PROD. NO. DESCRIPTION 17BP.6.R.77 NA PE 17BP.6.R.77 NA R/W 17BP.6.R.77 NA CONST Structures Plans Pre Prepared in the p VOLKERT Office of: NC License No. F-0765 5540 Cent76 Drive, Suite 305 Raleigh, NCC 27606 Tel.919-854-0344 Fax.919-854-0355 SUBMITTAL 413 S-002 25% RESPONSE 413 S-002 25% PLANS 4119A 7 PLANS 5/10/17 SUBMITTAL 413 S-017 ROW RESPONSE 413 S-017 ROW PLANS 1/24/19 PLANS 2/01/19 END PROJECT —L— STA. 17 + 2 5. 00 PERMIT DRAWING SHEET 1 OF 12 NC 211 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH J Prepared in the Office of: 504 Meadowland Drive HYDRAULICS ENGINEER*,,\\\01 I ' .`` �N .CARo ADT 2 Ol 3 = 5 00 Hillsborough, NC 27278-8551 SU�Jt4IT Voice: (919) 732-3883 ESSION �z 30 15 0 30 60 0 T = 1 %�k V = 45 MPH LENGTH ROADWAY PROJECT = 0.088 MILES LENGTH STRUCTURES PROJECT = 0.026 MILES Fax: (919) 732-6776 wm DESIGN AND ENGINEERING SERVICES ww.sumitde.net FIRM NO. P-0339 - SEAL = �. 046226 ;,,o,�,N�S,�o,; M. Qo 2012 STANDARD SPECIFICATIONS PLANS TOTAL LENGTH PROJECT = 0.114 MILES TOTAL SIGNATURE: Pk", PP 30 15 0 30 60 o o TTST = 0 /o DUAL 1 /o RIGHT OF WAY DATE: NOVEMBER 29, 2016 BRANDON W. JOHNSON PE ROADWAY DESIGN \,,�`o��Q CARO��,,/ ENGINEER PROJECT ENGINEER PROFILE (HORIZONTAL) FUNC CLASS SEAL o D �QOQ� 6 3 0 6 12 RURAL LOCAL SUBREGIONAL TIER NCDOT CONTACT. VI RGI N IA MABRY MANAGER, PRIORITY PROJECTS UNIT LETTING DATE: N OV EM B E R 2 9, 2016 FAITH E. JAH N KE, PE 034371 : �\ '%,'oN P.E., SIGNATURE: PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SHEET NO. 4 POT StG. /0 +00.00 — W — V t9 TO SR 1325 (WATSON FARM RD./ VANCE ST. EXT.) THE LUMBER RIVER CONSERVANCY DB 542 PG 629 — — —WLB— — — — — — — — — — / SEE SHEET 4 FOR ENLARGEMENT OF BRIDGE 413 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 1600 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 186.0 FT BASE DISCHARGE = 2400 CFS BASE FREQUENCY = /00 YRS BASE HW ELEVATION = 187.1 FT OVERTOPPING DISCHARGE = 2900 CFS OVERTOPPING FREQUENCY= 200 YRS OVERTOPPING ELEVATION = 187.7 FT FT DATE OF SURVEY = 2125117 W.S. ELEVATION AT DATE OF SURVEY = 179.9 FT 10 11 12 TALMADGE & HENRIETTA EVERS DB 503 PG 208 lb 13 1-�a 2� BRIDGE NO.7704151770414 cp'GC�O THE LUMBER RIVER CONSERVANCY DB 542 PG 629 i 15 PROJECT REFERENCE NO. I7BP.6.R.77 RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WOODS Prepared in the NC FIRM LICENSE No: P-0339 Office of: SIJN�*41T 504 Meadowlands Drive � WLg— — — — — _ Hillsborough NC 27278 DESIGN AND ENGINEERING SERVICES (919) 732- 3883 _ (919) 732-6676 (FAX) _ _ ® / WLg- / — —WLB — — JL _ -- —WLB - SEE SHEET 6 FOR ENLARGEMENT OF BRIDGE 414 s DENOTES TEMPORARY IMPACTS IN SURFACE WATER WOODS DENOTES IMPACTS IN SURFACE WATER 30' 0' 30' 60' h DENOTES HAND GRAPHIC SCALE 41 BETTY J. &DBJ1976 PC 8004ICA 1S HASTY CLEARING J @ PERMIT DRAWING A F DE WETLANDTESL IN SHEET 2 OF 12 BRIDGE I .DATA DESIGN DISCHARGE 1600 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION186.0 BASE DISCHARGE = 2400 CFS BASE FREQUENCY = /00 YRS BASE HW ELEVATION 187.1 FT OVERTOPPING DISCHARGE 2900 1 OVERTOPPING FREQUENCY= 200 YRS OVERTOPPING ELEVATION 187.7 FT FT DATE OF SURVEY 2125117 W.S. ELEVATION AT IAI •I ::::::::::::::::::::::::::::::::::::::::::::::■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■i1^t �faG7�lrrTl�r ■C�1G�7■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■ �F1 FGi■Gill■`Yi�li■CVvr■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■�J■[7Zi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■l�C/ICE■L I/I��■f:t,'�:11��L;!�■■■■■■■■■■■■■■■■■■■■ r.. ■■■■ ■II ■■■ ■■r7■ ■■■lP■ ■l►_�179 ■■■■■ ■■■■■ C!.■E� ■I/SIII ■ [%y■■ ■■■■■II■■■■■lirl■�■ILi7fuILIiR1Il1I1 ■■■■■■■■■■liii■■■iIi'iiil■i■■ ■■■■ I�■■■■■■I�i�■ ■�■I[iJ'�'Ali�l■ ■■■■■■■■■■ MAii■■�ti�i■ ■� ■■■■ II ■■■■■■IDS, ■■■�7:!!■■■ ■■■■■■■■■■ /:■!!■r.�fll�■■ ■ ■■■■ a■■■■■■I�101 ■�■u�Ilr�■■■■ ■■■■■■■■■■ rim■■��rll�� ■!■ ■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ��r�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� 14 15 16 17 IN L CT T) 6- I 68I—r� 0 ,''THE LUMBER RIVER CONSERVANCY,1 �� a DB 542 PC 629 g15(j 68I 187 r POT StG. /0+00.00 ,BB I 18 I� 1 _BEGIN PROJECT , 8I -L - ST A 8 +25.00 ' R WOODS —WLB— — — — — — — — — — — —W EXISTING R 991 8 8g - -W— — — — — — — — — — —W- 88I SR 1323 (WATSOL L R D— d 2 BST TO SR 1325 (WATSON FARM RP VANCE ST. E 1 18a a� y EXISTING R/W 86 - - - - 184 - - - - 76 -WLB- - - - - j 8/ ties 1 / SEE SHEET 5 FOR ENLARGEMENT OF 5 BRIDGE CTI cc 189 18 l�84 � 9gI co CIDfag � f BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 1600 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 186.0 FT BASE DISCHARGE = 2400 CFS BASE FREQUENCY = /00 YRS BASE HW ELEVATION = 187.1 FT OVERTOPPING DISCHARGE = 2900 CFS OVERTOPPING FREQUENCY= 200 YRS OVERTOPPING ELEVATION = 187.7 FT = FT DATE OF SURVEY = 2/23/17 W.S. ELEVATION AT DATE OF SURVEY = 179.9 FT 10 11 l6 r I l f M Q) Cl) a 12 �1 13 C D (v WOODS / Id' -77 ti- kOEM 11-011—ll7 � ill :SIG 135' 1a2 I PROJECT REFERENCE NO. SHEET NO. 17BP.6.R.77 4 BRIDGE NO�'404131770414 RW SHEET NO. 1�2 ROADWAY DESIGN HYDRAULICS Q 9�CP ENGINEER ENGINEER 9 L i Co THE LUMBER RIVER CONSERVANCY �� ✓s ue/ �� DB 542 PC 629 i v I 182� A A/- I I C DOCUMENT NOT CONSIDERED FINAL 181 UNLESS ALL SIGNATURES COMPLETED WO Prepared in the NC FIRM LICENSE No: P-0339 Office of: [CSUHNIT 504 Meadowlands Drive W B— — — — — Hillsborough NC 27278 R / DESIGN AND ENGINEERING SERVICES (919) 732- 3883 W (919) 732-6676 (FAX) WLB �IISTING 981 — — —W— — — — — — — — - -- SR 1323 (WA SON MILL RD.) 20' BST TO NC 211 0 o �— FILL IN WETLAND TYPE111 ` r -TYPE-III — ---FILL IN WE�1AND1S6 'Nv CO ti j co ODS 18v� 14 2 183 n �NL �L-LOJ CT - - - - ---- ---- 18z�-L—ETA- 17+25<OO POT SfG. 18+ 9.52 WL —WLB— — — — - - —1g2 SEE SHEET 7 FOR ENLARGEMENT OF BRIDGE 414 18 E, OTES TEMPORARY IMPAC-TS�z8I � 1�ti- zgt-�N S RFACE� WATE R vlx�2 0 g4 3 J - DENOTES IMPACTS IN 8r Jos � �� SURFACE WATER 3 0' 0' 3 0' 6 ( ss51 I AST _ DENOTES HAND GRAPHIC SCALE B 976 PC CLEARING g5 - DENOTES FILL IN PERMIT DRAWING � F F BRIDGE HYDRAULIC DATA DESIGN DISCHARGE1600 CFS: DESIGN FREI HW ELEVATION•.I FT■ DISCHARGE = 2400 CFS BASE FREQUENCYI I YRS■ BASE HW ELEVATION■ . 2900 OVERTOPPING DISCHARGE I CFS _ OVERTOPPING I 11 I I I • FT■ � ' I ELEVATION .I I� I . . ..................................................... ..................................................... ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ : ■r�ir�Nc�■�1a■��Y�r:■��■■■■■■■■■■■■■■■■■■■■■■■■■■■DESIGN I i ■C�f'i(3ni■�J■<7Zi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■BASE ■■L��.�aJt1uLUJ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■■■■■■■■■■■■■■■■■■��■��!■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■■■I_�w�� ri��Tiw�w��■■■■■ ■■■■■■■■■■ ■ ■■■■■■■■■■■l�C/ICE■f•I/I��■f:t,'�:11��L;!�■■■■■■■■■■■■■■■■■■■■ ::::::::::: ��:�i:E�i�yy�i::iii::::::::::�i::::Q::::�i■ r •. ::::::::::I:::::r7�::■■I��■■I^� �::::::::::�I�a�E��I �1Iw[ iM ■■■■■■■■■■II■■■■■lirl■�■ILi7fuILIiR1Il1I1 ■■■■■■■■■■fil7ii■■■iIi'iiil■i■■ ■ ■■■■■■■■■ I�■■■■■■I�i �■ ■�■I[i]'�'Ali�l■ ■■■■■■■■■■ Mllii■■�ti�i■ ■�owl, ■■■■■■■■■a■■■■■■��nl�■�■uliu�■■■■■■■■■■■■■■rim■■��wl��■!■ : ■ 'I ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■�■�■�■�■�■�■�rr��■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■�■� ■�■�■� �- 15 16 17 18 r C R WLB / m J / lit — — — ------------- SR 1323 (WATSON MILL RD.) 20' BST ----------------------- cn P U m J W W L 7 �^ 1 m BRIDGE NO. 77041,5 ENLARGEMENT W - - - - i — - — — PROJECT REFERENCE NO. SHEET NO. 17BPo6.Ro77 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the NC FIRM LICENSE No: P-0339 NC 27278 Office of: lit S�1"1r'rl� 50ll Meadowlands Drive DESIGN AND ENGINEERING SERVICES Hill 7) 732� 38 (FAX) (919) 732-6676 (FAX) FILL I N WETLAND Ty III -------------- i DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN PERMIT DRAWING WETLAND SHEET 4 OF 12 V DENOTES HAND CLEARING 13 14 r C -- - - - - -- 134 Wt\B BRIDGE NO. 770415 ENLARGEMENT TYP� III � -------------- TB 2GI SR 1323 WSTSOS --- - 1 20 BST 1-03 cn 1 \ PROJECT REFERENCE NO. SHEET NO. 17BPo6.Ro77 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the NC FIRM LICENSE No: P-0339 Office of: CSIJN�r�I,T 504 Meadowlands Drive orough, NC DESIGN AND ENGINEERING SERVICES Hi(9199)919) 732- 38837278 732-6676 (FAX) FILL IN WETLAND T1 --- ---------------- Z2 Z� --- ---------- N, DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IN PERMIT DRAWING SHEET 5 OF 12 DENOTES HAND A/ � \\ 1 �-�'l (�f CLEARING %� 12 13 14 CVZfPr r C E CT \ w� B \ I rR WETLAND WS 14 vv TYPE—III TYPE —III 15 T6� IF CO b... m / BRIDGE NO. 770414 PROJECT REFERENCE NO. SHEET NO. 17BPo6.Ro77 4 RW SHEET NO. 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SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 12+47 to 13+ 48 -L- LT Bridge 413 Fill Slope <0.01 ** 0.01 1 12+50 to 13+60 -L- RT Bridge 413 Fill Slope <0.01 ** 0.01 1 12+73 to 13+52 -L- LT & RT Bridge 413 Rip Rap 0.01 34 2 14+62 to 13+ 48 -L- LT Bridge 414 Fill Slope <0.01 ** 2 14+60 to 13+60 -L- RT Bridge 414 Fill Slope <0.01 ** 0.01 2 14+68 to 15+72 -L- LT & RT Bridge 414 Rip Rap <0.01 ** 0.01 35 43 TOTALS*: <0.01**** 0.03 1 <0.01**** 0.02 35 77 NOTES: *Rounded totals are sum of actual impacts **Bridge 413 Fill Slope LT, permanent fill in wetland = 16.8 sf **Bridge 413 Fill Slope RT, permanent fill in wetland = 27.4 sf **Bridge 414 Fill Slope LT, Hand clearing in wetlands = 154.8 sf **Bridge 414 Fill Slope RT, permanent fill in wetland = 41.4 sf **Bridge 414 Rip Rap LT&RT, Permanent SW impact = 130.1 sf ****Sum of All permanent Fill in Wetland impacts= 85.6 sf. ****Sum of All permanent SW impacts = 130.1 sf