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Home My WebLink About20191452 Ver 1_760007_Permit Drawings_2019102134.929386,-79.572972 6w— _ S S'iX y5 f v 1. Ia n 500 1,000` CD 2020 HOKE ANSON R I C H M 0 N 0:1 �7]7 @ 74 Division 8 CD- 74 15 401 7 RICHMOND COUNTY ROBESON • SOUTH CAROLINA u 74 74 �10 n BRIDGE 760007 SHEET 1 North Carolina Department of Transportation 3 Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.8.R.138 TIP No.: SF-760007 County(ies): Richmond Scotland Page 2 of 6 General Project Information WBS Element: 178P.8.R.138 ITIP Number: SF-760007 Project Type: Bridge Replacement Date: 8/29/2019 NCDOT Contact: Art C. King Contractor / Desi ner: RK&K - Jonathan Whittington, PE Address: 121 DOT Dr Carthage NC 28327 Address: 900 Ridgefield Drive Suite 350 Raleigh, NC 27609 Phone: 910-773-8015 Phone: 919-878-9560 Email: ackin ncdot. ov Email: jwhittin ton rkk.com Cit (Town: Hamlet Count ies : Richmond Scotland River Basins : Lumber I ICAMA County? I No I No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 600 ft. 0.114 mi. Surrounding Land Use: JRural Proposed Project Existing Site Project Built -Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2-lanes at 10' each with 2'-0' paved shoulders 2-lanes at 10' each with 2' unpaved shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 300 Year: 2019 Existing: Year: General Project Narrative: (Description of Minimization of Water Quality Impacts) This project replaces existing bridge #007 which has an overall length of 46'-1 ". The bridge consists of timber floor on I -beams. The bridge is 21.3' wide out -to -out. The proposed bridge will be a 60' single span utilizing 24" cored slab. The bridge width is 30' out to out. The proposed bridge will incorporate vertical abutments skewed at 60 degrees to the roadway. There is a slight increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff. Waterbody Information Surface Water Body (1): Gum Swamp Creek NCDWR Stream Index No.: 14-32-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? INo (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) WETLAND PERMIT IMPACT 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- 13+00 RT Bridge < 0.01 < 0.01 0.01 < 0.01 < 0.01 26 70 2 -L- 14+00 RT Bridge 0.04 0.03 < 0.01 3 -L- 13+50 LT Bridge < 0.01 < 0.01 < 0.01 < 0.01 35 55 TOTALS*: 0.04 1 1 1 0.05 1 0.02 1 < 0.01 1 0.0 1 61 1 124 0 *Rounded totals are sum of actual impacts NOTES: Existing conditions around project is mostly grassed. Total amount of clearing is 0.02 acres. PROJECT REFERENCE NO. I SHEET NO. DETAIL A SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural 1 clt t Fill Ground CID Slope 1 Min. D= 0.5 Ft. FROM —L— STA. 12 + 00 LT TO STA. 12 + 69 LT FROM —L— STA. 12 + 00 RT TO STA. 12 + 75 RT DETAIL E RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'mi Grade 2.0 GEOTEXTI LE Type of Liner= 9 TONS,CL 2 Rip -Rap Geotl ile= 10 FROM —L— STA. 12 + 69 LT TO STA. 12 + 80 LT DITCH DETAILS DETAIL B SPECIAL CUT DITCH ( Not to Scale) Front of Ditch Natural b'1 Ytet Slope Ground ?,•j D F\O Min. D = 0.5 Ft. FROM -L- STA. 10 + 00 LT TO STA. 10 + 50 LT FROM —L— STA. 10 + 00 RT TO STA. 10 + 50 RT DETAIL C SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 of Fill Ground ?. j D A'\ot�e< Slope LB Min. D = 0.5 Ft. B = 2.0 Ft. FROM —L— STA. 14+15 LT TO STA. 15+50 LT W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 4 OF 6 DETAIL D SPECIAL CUT BASE DITCH ( Not to Scale) Natural Ot Front Ground 1. b' et Ditch j D F -, Slope Min. D = 0.5 Ft. 6= 2.0 Ft. FROM —L— STA. 15 + 50 LT TO STA. 17 + 00 LT Rif K P:(919)878-9560 900 Ridgefield Drive Suite 350I Raleigh, North Carolina 276093960 NC License No. F-0112 Engineers I Construction Managers I Planners I Sdentists —.rkk.com Creative Solutions s WETLAND AND SURFACE WATER IMPACTS PERMIT 1 50' Pl Sto 13+75BB 0 = 0' 11' 59.9" (LT) TEMPORARY SURFACE PERMANENT SURFACE D = 0' 05' 43.8" WATER IMPACTS WATER IMPACTS L = 209.42' T = 104.7/' R = 60.000AO' BEGIN PROJECT 17BP.8.R.138 TEMPORARY SURFACE WATER IMPACTS -L- POT STA. 10 + 00.00 SCAI F PERMANENT SURFACE �, y1• y� 1 WATER IMPACTS WCnGEC ` E. � � i �'Y �.� � 25• r,..v'-tir`-I'-✓'-v'�-�„rz".�'_ _ �I -..;} �_ y2 �£ TYP:' + �' fg - - SP. LATERAL V DITCH -_ SEE DETAIL A ---t--- EL-N57*27"28 To B11.15 74 '` SR IE08 - BOYD!Av:'_ _ df c 4�SHE CDT DLT ��1�_ ZTAPE '-A��Rr �y SP. LATERAL SEE E 4- �- ,E SCALE FILL IN WETLAND SCA F - P t 1 4-7117 HAND CLEARING _�— - MECHANIZED CLEARING I I 1 GE Ili B Rl�' HLL I1 WETLANi / Rip J<YY-- I 1 EE DET L KMENT -�-� - + / SP. CUT BASE DITCH - ASP. LA7EPA LASE A i � e-b-\ l 14'"� rSEE DETAIL D � � SIEE I 43 00 0 E%ORM/ °p 21 MECHANIZED CLEARINGS -STY ✓ " DENOTES TEMPORARY �. IMPACTS IN SURFACE WATER DENOTES IMPACTS IN DENOTES HAND HAND CLEARING .� SURFACE WATER CLEARING DENOTES MECHANIZED CLEARING DENOTES FILL IN WETLAND ,- I JLI I I, JI ILL Ef PROJECT REFERENCE NO. SHEET NO. 17BP.8.R.138 EC-4 RA"/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � PERMIT DRA IN W G SHEET S OF 6 + 00 N 57' 15' 29.0 - EL \ o d3 "R /6-0,' - TATUM RO 2D'BST CJ 7"0 SR Hh^l r—t--��--a—t---r-r--r-♦-_�--r-♦-�. �. ♦ . �t-�-�—�—. y` ys r EX. RW O'TAPE LT & RT \\ Y.. 4GEO 'IGETLAND `� \ FIAB�P F*L IN BEGIN APP11 SLAB -L- POC STA. 12 + 84 8e1 GREU TL-3 F HAND CLEARING FLOW ARROW LEGEND BEGIN BRIDGE -L- POC STA. 12+96 5 MECHANIZED CLEARING SHEET FLOW — — — DITCHSWALE SKETCH SHC IIII I '11 -- - - -- ---- -- AM GREU +56+ -L- POC STA. 13+ (NTS) NG BRIDGE/ROADWAY RELATIONSHIP - --- - - - - -- - - , _ - =i - -- - - -_ r F - _ - - -- _ _ _ 1 -- -- - - - - - - -1= - - - -I,r I I I I uon am:I■aaaMrMzrur�■s■lanuor:.w a aF e ■I71�■■9F' l�a�l®.'A/•IBB:1■--YY■■a■■■�u�� ■ BEGIN R 1tI�GE rr`I � END GRADE 50.0 � - _ . _-1u L _ BEGIN T RADE - r TA.I�_+95.00 - =_I - L u _.. . -, - --- - - 0.00 _ _ u _ _ .. ' 3i .5' EL 269 96 I `'- — --- - LI 4 _ _ _ L- S A. 0+5 -_ E - 672 Ir� JJG BEGIN SP.CUT V DITCH Tl IN 37.5' END BRIDGE - - C L- - III MILLING END SP rAT.V DITCH -L STA - c7"A:l 00T �L ( _ - CJ FO -L- T I7t7 5 PT Pl -L- T4t.l t00_ J5 -- - - - _ - oc cn - 1. EL 2E2GQi FI 26? 'ti --- 270 r o«r --L--'TAICJfOC) T XinLiz��i (+)O.StILg7 zb.lo" _ ba nt3=--�^e�6��'- rt�_- ---- 9 9 �oi6 I - k EL= 2E6.12 r / —� + - - _. -END SP.CUT V DITCH ,, .�L, L cTnIn+sn l7 EL 264.63 — l- _ EItU SF_CU7� l7_ - ELEVATIOBMIN = 263.31 L STA1/, _ N 429,732 E 1,828,166 i__ ---EL ± BL STATION 17+62.00 48 LEFT �-FI RR SPIKE IN BASE OF 28" MAPLE - ' - - I I -� BEGA ;>F.LAI.v Dl H JO L S`A l2 '' RT / 4 1--. L 5 T / / i BCL,I ✓ a�TTA�.l2+-0 LI' i rivD S� D _ ITT _ - L -EL- 3.71 1 J s/ - --- - (I '.'`._,, L„ \ -. n.i T � i,JI L �, ,. it � �" .l f3C� �T 1� - 260.40'L : /- - - E - -- -- - - - END �P.CUT BASE DITCH 0.68 4 �''� (- ---6 2.. 17A,rD 5P1Ar Rd'F..nlTrH J. .�.TA.I7fnR iT. -- --- - -.__ _ 6'EGIN SF CUT BASS DITCH EL= 27000 r l_ lN' �F_LA, -t,,a, �,, I H _ . _ _ _ L SrK15t�L/ / / c -: � r _ STA /4,/J LT EL F6�_3�' _ _ : 261 --- -- ---_ III - - - - -- - t - - - - - T - 260 250 RAC K n Isesso Per la andy rdd or ese to aso Rale�yn, nlarm Carolina z�sos-asss Lion—Norolr2 Engineer, g eer, I CDnstruction Managers I Planners I Scientists t_ - - — — � www rkRcom - - - - T Responsive People I Creawe Solutions -I- I-t 11 12 13 14 15 16 WETLAND AND SURFACE WATER IMPACTS PERMIT LI - PROJECT REFERENCE NO. SHEET NO. 178P.8.R.138 EC-4 -L- - j _ ' WW SHEET NO. 5, Pl Sf0 /3+75.88 ROADWAY DESIGN HYDRAULICS r 2 Lin =mil � - 0* 05"43.8' 1 \ 1\ ENGINEER ENGINEER TEMPORARY SURFACE - — T�'uN E PERMANENT SURFACE T 9 r� WATER IMPACTS_ - I �OY 7I , WATER IMPACTS D _ � O� - / V R = 60,000.00' :�� PERMIT DRAWING ( r'. SCALE v „_ SHEET 6 OF 6 TEMPORARY SURFACE-- — _ _ P / I +7J J7 7 $O / BEGIN PROJECT 17BP.8.R.138 WATER IMPACTS HAND CLEARING f—L— POT STA, 10 + 00.00 \ I * _ - MECHANIZED CLEARING lh L SCALE PERMANENT SURFACE .� y T N B RJR yc .F yc / FILL IN TLANtf/ f f w/sY G°`� �/ END PROJECT 176P.8.R.138 WATER IMPACTS RIP KMENT_ - EE DET L � -*PT � + -L- POT STA. 17 + 00.00 ,E �/ SP. CUT BASE D ITCH ASP. L/YfERALS. EE TALC- I SEE DETAIL D — — POT f I +7 7 ♦ \\\\)))1 \ I y 4.�- \ a> 1� LEE +00.00 �-✓'-�sz;-rr'_ -,I 1z� `. �e .. SEE DE7All A .._ 4 2 - III li 0 +00.00 m 25, 25rR—� EX. RhV SP. LATERAL V DITCH ... *DE - TYP. -T -------- --P Gy _ TIE, -3 U NE a- 00 ~~ EL N 57'27' E ®o N 57 rG B(h5�i`9 _ SF � c - --- D - -+-� GI :I ^Cyr-.----�-r--.--r-.--.r-.-r--r-r- . TB 2 f 1 SP. CUT DI-T - R 40 * * * * •*** *** _-*•* -- __~ _ _ _. SEE DETAILTCH- -4 /Y- 1 �` \ 50°TAPE/ 4 r EX. Rw Q'TAPER LT & RT SP.LATERAL SEE D A - 2 TON CL B RIP RAP Lnb - WA7 SY GEO FAB FI�L IN `WETLAND SCAI BEGIN APPR. 1 =50' /� SLAB END BRIDGE � �� J ,�,!? /��\ - `♦F� �� . � -- -E�- -- -L- IPOC GREU T?s 84+/- TYPE tia ! -L- POC STA. 13+56+/- f N WETLAND TiPE-III - o GREU TL 3 - .�� u N N O R ,.ice.•` ZED CLEARING ® MECHANI . - - ow ARROW B:l GREU---TL-3 TYPE -III P TYPE -III GREU TL-3 _. IMPACTS IN SURFACE WATER' DENOTES HAND z� '� u ._I HAND CLEARING HAND CLEARING MECHANIZED CLEARING `SCALE _ .LEGEND BEGIN BRIDGE ! !, END APPR' SLAB _ DENOTES TEMPORARY DENOTES IMPACTS IN - -- NTS - - 13 + 66 +� SURFACE WATER CLEARING p l �-r'� - - 1 -50 SHEET plow L- Pi STA.i12+96+/ L- PI STA. : * + • DENOTES MECHANIZED I� % / y7I_DENO7ES FILL IN I - - - -- ( ) CLEARING L-u WETLO'ND --' ---- -+��-+ DITCHSWALE SKETCHSHOWINGBRIDGE/ROADWAY RELATIONSHIP I I ------ n -- r - r - - - -- --- , - - - -- - - - T - - I r ' I is ■n■■n-■■■■ uon n:.I■aaauruzrur�■s■Januor:.w -M■ Rl ■■■P.19T1■■■■� v�:u� a at e af1L'' 'L .��' 17 ■ .��n t I I BEGIN GRADE _ � : IEND L BEGIN BRIDGE LSTAE 50.0L- SA 0+5000 00 L ST_+95._ _ A./EL 263/. _ l 37.5' i JGBEGIN SP.CUT V DT N Ti -l✓ END BRIDGE --L- - _-1u - - -- - - -L- -L SST_T.A1.1.010 +000FT T MIL'L 1NG 70 1(i. Ci�zJY GP T (A+T)0G.30PClg7C/. H ( 57.60 6v�s'5o 270 lfe1i _ - - _- _ 270 EB G SP;CUT V DIH lE-AJ`.581 III Yk10 0 .h4'�n 6 _ __ rt�_------•_ - r�19. )I�li7 "null% _ _ _ u --� EL266./2 c '_ n �r .- r - L `A. l2+ 55G END SP. CUT BASE DITCH -- - END SP. CUT V DITCH BEGIN ` I �TIN_ - -- .. L- cr n rn+sn 17 __ L - 5 f7 L J 4i3 5,; ( ,' 0.6824 �A I SP r aT Ida "f DITCH -1 aT A,17+n0 i T -- - 260 >Y.l AI V UI H /, EL 264.63 ['� - \ i9. _I _ __ BEGIN SF. BASE DITI,hr EL 270.05 RK - _ - - DEGINiAcv uliL..rn _ / rr;rN SP.LAT-t/ L�IiCH' - STAI"t"i IT ----- !I___ atlas-esco EiI a F. C 7 M _ - - - -L- _ 5 5L -STA./2+ 0 L' -L STA.Ii+80 LT STA 4+/5 LT alley E IdDr�eseaAso Raieign,NormCarolina27609-3sso BMI L STElIT L J F 4 ELEVATION = 263.31 - _-EL-3,7/ - - - L 6 •3C _ ti L.ense Ncrot t2 IIIIIIII 250 E1 260.40L 26/2 250 N 429,732 E 1,828,16E _-!_ _ - -. : - - : : : : - E g ears l Construction Managers I Planners I Scientists :.I i.. BL STATION 17+62.00 48 LEFT - - — �-}_ i- 1- RR SPIKE IN BASE OF 28' MAPLE j : wa .rkk wm - -,- -7 - r' Rasponsme Paeple I creawe somno�s 11 12 13 14 15 16