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Home My WebLink About20190653 Ver 1_B-5389 Permit Drawings_20190517Highway hwa North Carolina Department of Transportation gStormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 46104.1.1 TIP No.: B-5389 County(ies): Yadkin Page 1 of 1 General Project Information WBS Element: 46104.1.1 ITIP Number: B-5389 Project Type: Bridge Replacement Date: 4/24/2019 NCDOT Contact: Tierre Peterson Structures Management Unit Contractor / Desi ner: Sun ate Design Group, P.A. Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Address: 905 Jones Franklin Road Raleigh, NC 27606 Phone: 919-707-6488 Phone: 919-859-2243 Email: tr eterson ncdot. ov Email: idaltontbD.sungatedesign.com City/Town: Lewisville Count ies : Yadkin River Basin(s): Yadkin -Pee Dee CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.343 miles Surrounding Land Use: Rural; Agricultural Proposed Project Existing Site Project Built -Upon Area (ac.) 1.7 ac. 1.4 ac. Typical Cross Section Description: Two 12' lanes with 4' inside paved shoulder and 10' outside paved shoulder; 4:1 median slopes 2:1 outside slopes Two 12' lanes with 4' inside paved shoulder and 10' outside paved shoulder; 4:1 median slopes 2:1 outside slopes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 30,300 Year: 2040 Existing: 25,000 Year: 2020 General Project Narrative: (Description of Minimization of Water Quality Impacts) The proposed bridge replacement project will replace Yadkin County bridge #105, on US 421 North Bound over the Yadkin River overflow. The proposed bridge is 4 @ 115' 63" Modified Bulb Tee bridge. The existing bridge is 9 @ 50' concrete girder on concrete bents. Deck Drains on the proposed structure will not be discharged over open water, reducing stream pollution associated with roadway runoff. The runoff from deck drains will be discharged onto a class B rip rap dissipator pad. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining existing drainge patterns, and using rip rap pads at drainage outlets to dissipate energy and reduce erosion. Waterbody Information Surface Water Body (1): Deep Creek NCDWR Stream Index No.: 12-84 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV WS-IV 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? iYes I Deck Drains Discharge Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? 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) I W 0 See Sheet /-8 For Convent/onol Symbols 6�5 i PROJECT Y%1%�T FORSY 4�J �l SR 1301 ii ,p01 t� Bead �� S,R l001 Sg I/ I VICINITY MAP STATE OF NORTH CAROLINA DIR1dSION OF HIGHWAYS YADKIN COUNTY PERMIT DRAWING SHEET 1 OF 6 LOCATION: BRIDGE NO.105 OVER YADKIN RIVER OVERFLOW ON US 421 NORTHBOUND LANES TYPE OF WORK: DRAINAGE, GRADING, PAVING, & STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT B-5389 -LNB- STA. 12 + 88.32 TO YADKINVILLE------a h —__— US>42]NB _ _--_ _ --_—_--_--- C I — --------------US 421 SB 0 i Ohl O 100—YR H O 0 5 z OUTSIDE OF FLOODPLAIN BEGIN BRIDGE THIS IS A CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES, THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD END BRIDGE STATe SIBBT N0. TOTAL SHEETS N.�. B-5389 ATE RROl.N0. .A.PROJ.N0. PSCRD"1'[ON 46104.1.1 WA PE 11 5/7 1 O END TIP PROJECT B-5389 -LNB- STA. 31 +00.00 END CONSTRUCTIO -LNB- 3/+00.00 OUTSIDE OF jFLOODPLAIN US 487 NB _--------------------- _— US 421 SB TO LEWISVILLE INCOMPLETE PLANS DO NOT USE POR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 4 DECK DRAIN DISStelIPATOR PAD (Not to se) DISSIPATOR P eN PAD vlPw 'NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND GEOTE%TILE PROELILLYIEW L=358 ft. Type of Uner=90 TONS CL ill Ripilp GeoteAe= IBI zy FROM STA. 18+77 TO STA. 19+05 -LNB- RT FROM STA. 19+21 TO STA. 22+51 -LNB- RT MTL -------=�� MTL —MTL1 �- g�ll I WOODS J III �� GRN55 I Ilko� DETAIL 3 DETAIL 1 RIP RAP AT EMBANKMENT LATERAL 2' BASE DITCH (Not to $cole) (Not to Scolel to•mie. - Na oral Grade 1.0Ditc'min. 1.5 ft. Ground Z'1 D �,'� 1"h- Slope d GE0 1, ,IE Min. D Et Ft. GEOTEXTILE Max. d=1.5 F. F Type of Liner- 13 TONS,CL I Rip -Rap 'When B is � 6.0' B=2.0 H. Georoxiile= YO s Type ofl-i--Cl- B Rip -Rap 8=5.0 Ft. STA. 19+55 -LNB- LT FROM STA. 15+00 TO STA. 19+55 -LNB- LT WOODS v BILLBOARD 4x4 GRANITE MON DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER WILLIAM STEVEN CLODFELTER - AND WIFE JESSIE J. CLODFELTER LATERAL 2' BASE DITCH W CL B RIPRAP EST. 255 TON EST. 6915Y GFD E SEE DETAIL 1 _ t - 48' WW_ .. .. ..... .. .. / .. t == MTL F - T R N US as NeL 24'esr t, o W w N — O MTL — — --- r-----_ --- --- -- —_US 42/SBL 35'BIT T_----- —_—_ i ------------------- MTL L FLUME .. RETAIN WOODS .�. .. .. .. .. .. .. .. -. ISTT RAP _ BST EST. TONS - / EST. 7 SY GF GRAVEL w I BST 1 I Q ISFMTLBUS o I ELLEN PARIISH JACKSON AND W. LOGAN JACKSON, JR. 3 0 W m / LEGEND EIP _ PAVED SHOULDER PROJECT REFERENSHEET NO. B-5389CE NO. 4 RNd SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER QI, C INCOMPLE rE PLANS O DO NOT USE FOR ®W ACQUISITION l DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING A Af—, TR.... ... Asso.... SHEET 2 OF 6 AuIT M. �M.eron•Efx„o.�o„ NCBELS LICENSE W F-1049 O1 SEE SHEET 8 FOR PROFILE VIEW JEFFREY W. DOLE AND SPOUSE MELISSA B. DOUB AND DARRELL DOUB AND SPOUSE LEANN M. DOLE / �G e O / / E%ISTING R/W - 4! WOODS i7YT 15" RCPr III rMTL T r T r 2GI'r --- tEMOOEwm--------------- —_ IEPLACE 2GI _ T --- -� -� i -MTL �T MET-� ME 1 MEtAL FLUME �OZTF-N TS APPROx. RETAIN DIRECTION ONLY WOODS "- WOODS IF— PGQ \ ti APPROX. DARRELL DOUB AND WIFE \ DIRECTIECTI ON - ONLY LEANN M. DOUB RE AIN -� VEL / TEMP STREAM ' CROSSING O RIPRAP AT EMBANKMENT SEE DETAIL 3 SITE 1 I m S Z S SITE 3 w L^ LNB L LIII F SITE 2 Vi F Lu_------ �� SITE 4 LIu V) F LIu WOODS SITE 5 Z EXISTING R/W Ip RETAIN - ---- - - - - -- - - T V�I J / I Q �I I DETAIL 4 DECK DRAIN DISStelIPATOR PAD (Not to se) DISSIPATOR P eN PAD vlPw 'NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND GEOTEKTILE L=358 ft. Type of Uner=90 TONS CL B RipJlapp GeoteAile= IBI zy FROM STA. 18+77 TO STA. 19+05 -LNB- RT FROM STA. 19+21 TO STA. 22+51 -LNB- RT — m ,-:�7-. — —_I_ G—, DETAIL 3 DETAIL 1 RIP RAP AT EMBANKMENT LATERAL 2' BASE DITCH (Not to Scolel (Not to Scole)I to•mie. bDitc.{ Natural Grade 1.0'min. 1.5 N. Ground Z'1 D �,'� l ht. Slope d GE0 i, ,IE Min. D= t. Ft. GEOTEXTILE Max. d=1.5 F1. F Type of Liner- 13 TONS,CL I Rip -Rap 'When B is � 6.0' B=2.0 F. Georoxiile= YO s Type di ----Class B Rip -Rap 6=5.0 F. STA. 19+55 -LNB- LT FROM STA. 15+00 TO STA. 19+55 -LNB- LT 4x4 GRANITE MON DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER WILLIAM STEVEN CLODFELTER \ AND WIFE JESSIE J. CLODFELTER PROJECT REFERENSHEET NO. B-5389CE NO. 4 RNd SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER QI, C INCOMPLE rE PLANS O DO NOT USE FOR ®W ACQUISITION l DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING AuIT A Af-11 T11111 III Asso11-1, SHEET 3 OF 6 M. �M.erorEfx„o.�oa NCEELS LICENSE p F-1049 Oj SEE SHEET 8 FOR PROFILE VIEW I JEFFREY W. DOUBANDSPOUSE MELISSA B. DOUB AND K D ln a LIu Lu Lu LIu V) Z J V F— Q ►0 _ _ PAVED SHOULDER d hl �\ I MTL MTLi�= MTL 1 J WOODS F �� GRN55 I Ilko� DETAIL 7 DETOUR-DETNB- RIP RAP AT EMBANKMENT °�°I to, DESIGN SPEED 55 MPH roin. I Ddah l.oroi . Ts n. Grade GE 13 TOLEJ1 Type °f Liner= 13 TONB,CL Rip-Rop F Geofa ille= 20 WSTA. 16+96-DETNB- LT WOODS N n v BILLBOARD 4x4 GRANITE MON DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER WILLIAM STEVEN CLODFELTER - AND WIFE JESSIE J. CLODFELTER I Nol fo Scole b N.—I Ground 7/ 1 t— Fill BIoPe d GE —LE Min, D=1.5 H. Max. d=1.5 Ft. m'hen B i, < 6,0' B-2.0 Ff. T p, f Li,,,- CII,w It Rip -R p l<b-5.0 Ft. fr LAT. 2'BASE DITCH H✓CL B RIPRAP EST 254 TONS EST 689 SY GFD SEE DETAIL 5 Ira PROJECT REFERENCE NO. SHEET NO. B-5389 6 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER QI, C INCOMPLE rE PLANS O DO NOT USE FOR ®W ACOWSMON l DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING AuIT A Af—, Ta...... A .... ... SHEET 4 OF 6 , M. �M.erarEf°„o.�o„ NCBELS LICENSE w F-1049 O1 SEE SHEET 9 FOR PROFILE VIEW JEFFREY W. DOUB AND SPOUSE MELISSA B. DOUB AND DARRELL DOUB AND SPOUSE LEANN M. DOUB / O e �G O O 0 E MM �/ W I I RIPRAP AT � �' GRADE TZS D7t TEMP. 15" ✓ELBOWS �— MTL- r� r-i----- �r �. T — MTL7—I— CONC PAVED DITC DI _— -- 7MTL—_------------ a�---------MTL =---— --------------US 421 SBL JFBS7 e -z— ____ ------ _-------- — — �— ETAL UME—rTL �T MET- M MTL �i�----U MEtAL FLUME � c� ro DIRECTION ONLY WOODS _ — 777-� BST I SnrvG R______------'- PPROX. GRAVEL �� ONLYIRECTI N BST ISFMTLBUSELLEN PARIISH JACKSON AND o W. LOGAN JACKSON, JR. 3 0 W m / LEGEND EIP F PAVED SHOULDER DIRECTION ONLY WOODS DARRELL DOUB AND WIFE _ — LEANN M. DOUB — / TEMP STREAM ' CROSSING I SITE 4 Lu .I W I I I I F V) SITE 5 WOODS uj EXISTING R/W `_--- — --— -IgI/ -- TJ ' III a MTL web j N DETAIL 7 DETOUR-DETNB- RIP RAP AT EMBANKMENT to�m� N"'°&_) DESIGN SPEED 55 MPH a I Ditch 1.0'mi 1.5 X. Grade 4x4 GRANITE MON GEOTEnILE J1 DENOTES FILL IN Type dLiaer= 13 TONS,CL I Mp-flap WETLAND Geota isle= 20 W STA. 16+96-DETNB- LT DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER WILLIAM STEVEN CLODFELTER O AND WIFE JESSIE J. CLODFELTER PROJECT REFERENCE NO. SHEET NO. B-5389 6 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER a C INCOMPLE rE PLANS O OO NOT USE FOR ®W ACOWSTION l DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING AuIT A Af-11 T1a11s III A11,11-1, SHEET 5 OF 6 M. �M.erarEfR„o.�o„ NCBELS LICENSE M F-1049 Oj SEE SHEET 9 FOR PROFILE VIEW IJEFFREY W. DOUB^ ANDD SPOUSE MELIS B.SA DOUB AND Lu W W N Z J V H a PAVED SHOULDER WETLAND AND SURACE 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 19+38 to 19+61-L-LT DITCH (BANK STABILIZATION) < 0.01 23 2 19+08 to 19+61-L- BRIDGE 0.02 145 3 19+67 to 19+91-L- BRIDGE 0.02 4 19+07 to 19+24-L-RT BRIDGE 0.01 5 18+82 to 19+04-L-RT STREAM CROSSING 0.01 89 TOTALS*: 0.03 < 0.01 0.03 23 234 0 *Rounded totals are sum of actual impacts NOTES: SITES 3 and 4 are a Total Take 2018 Feb