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Home My WebLink About20190233 Ver 1_17BP10R107_Permit Package Wetland_20181220_20190225Hi hwa p p i;\� North Carolina De artment of Trans ortation •�Stormwater ,,,,,�,.., Highway Stormwater Program _ STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: SF-890159 TIP No.: 17BP.10.R.107 County(ies): Union Page 1 of 1 General Project Information WBS Element: SF-890159 TIP Number: 17BP.10.R.107 Pro'ect T pe: Brid e Replacement Date: 1/25/2019 NCDOT Contact: Shawn Harris, PE Contractor / Desi ner: Sun ate Desi n Grou Address: Hydraulics Unit Address: g05 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6725 Phone: 919 859-2243 Email: shawnharris ncdot. ov Email: 'dalton sun atedesi n.com Ci /Town: Unionville Count ies : Union River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.10 Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section (6' shoulder section with guardrail) and Paved 9' lanes with variable width grassed shoulder and roadside ditches. variable slopes roadside ditches. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 400 Year: 2039 Existing: 200 Year: 2019 General Project Narrative: 17BP.10.R.107 is a bridge replacement project that involves removing Union County Bridge #159, on SR 2169 (Prospect Rd.) over Polecat Creek, and replacing with a 1@70' (Description of Minimization of Water 24" cored slab bridge with 4'-0" end bent caps. The existing bridge is 1@30.5' Timber deck on steel I-beam with vertical timber abutments. No deck drains will be used on this Quality Impacts) structure, reducing stream pollution associated with roadway runoff. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining existing drainge patterns, using special lateral 'V' ditches, and using 3:1 fill slopes and discharging stormwater runoff as far away from the stream as is practicable. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion. Waterbod Information Surface Water Bod 1: Polecat Creek NCDWR Stream Index No.: 13-49-1 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) c � � C L � n � [9 3 w� �a �� T z, � 0 � . � � � � � � ., � V W O � � � � .. � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: HYDRAULICS oRMP iNa ENGINEER SO ZS O SO �OO ADT 2019 = 200 D D 4235SOUTHSTREAMBLVD.,SUITEt50 ADT 2039 = 400 LENGTH ROADWAY TIP PROJECT 17BRIO.R.107 = 0.081 MILES � D�� cnna�orrE, NORrH cnRouNn zazn op Y��BTy (704) 332-2289 � C K = N A % ENGN:ERS 9uRVEvoRS PtAaNERs SCEN»c75 NC LICENSE NO. C-2213 `.S 'DO PLANS L E N G T H S T R U C T U R E T I P P R O J E C T 1 7 B P. 1 0. R. 1 0 7 = O.O I 4 M I L E S � �� FOR s D= NA % TOTAL I,ENGTH TIP PROJECT 17BP.IO.R.107 = 0.095 MILES HIGHWAY DIVISION 10 SlGNATURE: PE woj s 50 25 0 5o too T— 6��a %* s V= 45 MPH 2O18 ST9NDARD SPECIFICATIONS y O MICHAEL D. HAGE, P.E. ROADwAY DESIGlv „ � PROFILE (HORIZONTAL) * TTST = WA DUAL W RIGHT OF WAY DATE: rno�ecr En�cixEex ENGINEER t'�e�A o�,��' FUNC CLASS = JULY 08. 2018 NAPH�AN DE iWRNGH ERE.I. oF rwwNs� 10 5 0 10 20 RURAL LOCAL LETTING DATE: xcDor coNrncr: PROFILE (VERTICAL) SUBREGIONAL TIER MARCH 06, 2019 GARLAND HAYWOOD, JR., P.E. P.E. DlVISlON BRIDGE PROGRAM MANAGER SlGNATURE: � 6 � � m DETAIL 1 DETAIL 2 $PECIAL L4TERAL 'V' DITCH LATERAL 'V' DITCH � No�3o sm1e� , ��o smle� F�ode a�p�\ ':.\ Dlcn o .�. �, ao��e Z:i A'1°�o�G�O� sioae Naw.ai r�u d D �2-� Ground d?'/ �D �`� Slope Gaofe.tile MIn.D=1Fl Gea�ex�ile� Type of Liner= CL'B' Rip-Rap Max. d-1 Ft. Min. D=1 F. Mox. d=1 Ft. FROM STA.14+00 TO STA.15+50 -L- LT Type afLiner CL'B'Rlp-Rop 6=5 Ft. FROM STA. 14+00 TO STA. 15+50 -L- RT FROM STA. 15 I 50 TO STA. 16 I 61 -L- LT FROM STA.15?50 TO STA.16+67 -L- RT �' JAMES & BETTY BELK SPECIAL LATERAL 'V' DITCH w/CL 'B' RIP RAP � EST.53 TONS ES7.157 SY GF SEE DETAIL 1 �/ ��_ .. E N�Wj�' 0/- i/ - ��- - - �X�S ..� �__ --- .. ._ x _- � �/x/ /��6- _ _� i� . i0 PRpS� AD� �� - Ex�st�N�wjjR .. rwiL �qrE O % k3W0 2 N ;'v ��-�5 sw � �k / � / � 3 D / } � T c O j DETAIL 3 RIP RAP AT EMBANKMENT (No��o Scole� 10'min�- - Di}cF� 0 . Grode � �'� GEOTEX�ILE � Type of Liner= l TONS, CL 'B' Ri�Rop Geo�ex�ile= 5 s FROM STA. 76+51 TO STA. 16+62 -L- LT FROM STA. 16+58 TO STA. 16+69 -L- RT FROM STA. 17+11 TO STA.17+22 -L- RT �i�1 650 RIP RAP AT EMBANKMENT SEE DETAIL 3 FILL IN EXISTING SCOUR HOLE EST. 10 CY � CL II RIP RAP TO SHOULDER POINT � '` LATERAL 'V' DITCH W/CL 'B' RIP RAP EST.36 TONS EST.106 SY GF SEE DETAIL 2 �.�`�a�;s�,�n'"'aF�v.,,s.,..-�.�z ��,:��_�,. �*� F : " F l7'PAVED ROADWAY PRosPecr Ro.rsR-zies� � � XC` a�',s� .ss, �r:. .�-X . F � F � � � `c ��. � �-; , � / O � s =CIAL LATERA� 'V' DITCH �TERAL 'V' DITCH � W/GL 'B' RIP RAP � W/CL 'B' RIP RAP � EST.53 TONS � EST.38 TONS E5T.157 SY GP EST.113 SY GF SEE DETAIL 1 SEE DETAIL 2 I RIP RAP A7 EMBANKMENT � �II O SEE DETAIL 3 1 CL II RIP RAP BANK STABILIZATION E5T.38 TONS JAMES & BETTv BELK esr. ao sv cF 7 m� ITE 1 I ' I O I IDAVID PLYLER I I �//� � j C 'B' RIP RAP - E . 3 70N5 SHOULDER BERM GUTTER � E�T.10 SY GF � FROM END APP. SLAB TO srn. n+so -�- �rxRr I � � �, �� ,� � , i / x � � � �� / 50' 25' 0 50' 100' SCALE: 1" =100' •7 / 2� N 3 / DENNIS & MARY BREEN � / (� � � I � �z � � / � � k � '1 /� . RETAIN / \ � I � �'�'��'!%� � � i � � i � �ei �} ��} � � � � � � SITE 2 �\ � 15" W/ELBOW$ \ \ � CL 'B' RIP RAP � �� EST.2 TONS \ � \ EST. 7 SY GF �, m � 1�1m '\ � �_ RIP RAP AT EM II SEE DETAIL 3 _ Ex�=,�N� R, �o.sa� ��ai`--- - -�y-- � ------- ---- io / �� I "RCP �SWS �P i-�� -� (I' PAVED ROAGWAY --- �� _IP PROSPECT RD_(SR-2/69) --L �'�� w EIP -- -- ---7 - ��_L� � - - .�� .. . �_�<-- X��X�.. . _ - - - - p� � . .. .. _---_%<-X-X�X ' _ \ _' __ -� GIJY _' _ .- - � � O O O c9r�, �9�- \ � 9 GUY � �� THOMAS MOORE & cuv CYNTHIA McCALL � \\ SPECIAL LATERAL 'V' DITCH PROJECT REFERENCE NO. SHEET NO. l7BPelOeRal07 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS AEPAAED BY: OODG�C�� °�sE o��zE;a��,oa;3�3zz�za9 PERMIT DRAWING SHEET 2 OF 5 , �� \\\ � \\ � �� ! \� _� � � k � � \ � T� Nc . p� li:r�tr.�,\\��_ eRAf�2/q6' \ "�-`ti„Z, ? �''o � SEE DETAIL 5 � DENOTES IMPACTS IN IATERAL'V'DITCH SURFACE WATER � SEE DETAIL 4 JT DETAIL 4 DETAIL 5 L4TERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH �No��o Scalef (Noita Scale� o`� � Fmnt � �b F�Modc o'i�<n NoNrol � Slope cround 7:l p 1� 1'F�. SIoPe Gro�nd �� p A\,��`o�G, Min. D=1 F1. �, Min. D 1 Ft. 6=5 Ft. FROM STA.18-50 TO STA.19-00 -L- RT FROM STA. 17+12.5 TO STA. 18+50 -L- RT CL II RIP RAP TO SHOULDER POINT 640 - � \ �� BEGIN GRADE � � � � - � STAo 14�-25000 i' �� - � � � � ELEVo = 62/066' � 630 � � _ Pl =14+00 -L- * v � �l = 620.80 RT i� ----- _ � \ � � 620 f 6° °ir- Pl =14+00 -L- / �ssOppi El = 620.20 LT 610 � O � `_ � _ EXISTING BRIDGE TO BE REMOVED � �--..., -_�'. � EXCAVATE TO � EL. = 610.0' AT CL � � EST.65 CY � P/ _ /5+25.00 i' � � � � EL = 6/6.52' o� J,� n VC = l80' � "� � m W K = 37 ��o *o V= 30 MPH u n �o CD � W u ii �w � /g� . /-J ¢4p Oif - 0.30 /-' - ti �-i 4_ ��_3po y �� - _, OOOp, _ - _ _ _ 6� � 3.5' � Ol MIN. � J � ��'o k �° I 600 �� i � CL II RIP RAP o� � �U 1.5:1 � CL II RIP RAP , o Z� � a 590 J J J �� N I � j� 0 t»3 p� j� � � w E N� Ri t�p � �a +o `�°o +� �� 580 : : � � � � n n u n n n z �W �W �W 0 w� Qa 10+00 11+00 12+00 13+00 14+00 15+00 16+00 � LOW CHORD EXCAVATE FROM EXISTING ABUTMENT AT 2:1 TO EL. =610.0' EST.195 CY Pl = 18+00.00 EL = 6/5.69' VC = l40' K= 37 V = 30 MPH rt JiT.3000% � { 6aoo� �+) 545�1%, �' � k � � � '��-��...__ CL II RIP RAP 1.5'1 . CL II RIP RAP z:i WSE ON 11-1-17 -� 606.6 J � � � � � � � � N �o cv �° +� �� I� � u u u n �W �W 7+00 18+00 END GRADE ' �� ST Ao l8 -1 75000 ELEVo = 6/8023' _ _ _ _ _ � � � � � � �� L•II�I��IS�Z�� [��I�] BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 550 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 6/2.4 FT BASE DISCHARGE = 805 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 6/3.l FT OVERTOPPING DISCHAR�E = 2450 CFS OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING ELEVATION = 6/5.9 FT SAG AT CL STA.l7+4/.4 -L- DATE OF SURVEY = ll-0/-20/7 W.S. ELEVATION AT DATE OF SURVEY = 606.6 FT 22+00 23+00 660 650 640 630 620 610 600 590 580 + 00 � 6 � � m 660 650 640 630 620 610 �� 0 0 600 0 0 0 � � a 590 N t» 3 wE �a �° 580 T �I DETAIL 1 DETAIL 2 $PECIAL L4TERAL 'V' DITCH LATERAL 'V' DITCH � No�3o sm1e� , ��o smle� F\ode a�p�\ ':, D�Ln i o ,�. ,� Gr�r I 1. A,1 0� �G�O� slope Na��ral ound / 'D 2-� � Ground � Fill d � d?� �� ' s�°P` RIP RAP AT EMBANKMENT SEE DETAIL 3 � �°°r°"'�° Min.D-1 FL G�om.�ll�� FILL IN EXISTING Type of Liner= CL'B' Rip-Rap Max. d-1 Ft. Min. D=1 F. SCOUR HOLE nno.. d=t Fr. EST. 10 CY � FROM STA.14+00 TO STA.15+50 -L- LT Type afLiner CL'B'Rlp-Rop 6=5 Ft. FROM STA. 14+00 TO STA. 15+50 -L- RT CL II RIP RAP � FROM STA. 15 I 50 TO STA. 16 I 61 -L- LT TO SHOULDER POINT FROM STA.15?50 TO STA.16+67 -L- RT O � \ JAMES & BETTY BELK LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH � W/CL 'B' IP � / � i� W/C� 'B' RIP �tP.P Erg�f. 36 TO��\ ` ///)) I � / E$T.53 T�ONS FSp 106 SY F , \I , // J I ( EST� 157 9Y GF / / / / SEE qETAII� 2 I \ \ � � � ` �) I I 1 � / / / / / I EE DBiAIL 1 I I \ '%� %%%�� /l ` � /� ��/i�� i � ; �//�, � � � ,� , � i 7i�� / � /_ � r�sTa o a - . ,a , _ - - � % �/�� _ -c-y� � �� t ��F- x� ' � � , �- °` ... � ` � > - , , �� , . � .e �� _ , - � � �, ; _ - -- � /__>i�/ � � - s � - - �-n..,�, _ � ., -�-.,.-„�M,,.� � � , � i � � i� 1 / \ / �� ' � O DETAIL 3 RIP RAP AT EMBANKMENT fNa��a s�oia� io�m�,�.�_ � Di}cF� 0 . Grode '� �'� GEOTEX�ILE � Type of Liner= l TONS, CL 'B' Ri�Rop Geo�ex�ile= 5 s FROM STA. 76+51 TO STA. 16+62 -L- LT FROM STA. 16+58 TO STA. 16+69 -L- RT FROM STA. 17+11 TO STA.17+22 -L- RT / _ _ __ � 9�`�_ I m " il - � i �_ _ �4� X� � � X _ F �"�-"'�� ` � c -� �4 R r � � � � _ _ _ -� � M� \ O �\ � \ - __ -\�\ \\ � � 3?_c T� \ , � �� 3�='"� � \ �'� � �� _ � � o �� \ k IAL �TERAL"� �� L ' ' YT�H � J DITCH 1 �� 4--------- \_____ '. _ 5 \. W/CL B RIP �L '' RIP RAi� � \ E��5DET0�5 I T � � ' � �_�, - � ES 157 SY �'iF 1 � ST. 8 TQ NS 1� 1 � � , \ ' EST. 11 SY 6F I ( � ' 1 / �� - i � �SEE ETAIL�2 � 1 � RIP RAP A7 EMBANKMENT � O SEE DETAIL 3 1 CL II RIP RAP BANK STABILIZATION E5T.38 TONS JAMES & BETTv BELK esr. ao sv cF CL II RIP RAP TO SHOULDER POINT �- '_. . _ _ _ _'___ ' ' � EXISTING BRIDGE TO BE REMOVED � , --- -- - �--..., ._ �'. EXCAVATE TO �� - BEGIN GRADE �� EL. =610.0'AT CL- �/ �j EST.65 CY � � - � ��o �`i �L�o�� J � � � ELEVo = 62/066' � � � � ti � � �o Pl = 15+25.00 i � � � Pl =14+00 -L- �*. � EL = 6/6.52' o � J � �� El = 620.80 RT u n VC = l80' �"� � m ��o No ----- _ � � \ � W � = 30 MPH n n � �° - �,� � W u ii '6p Oi�\� Pl =14+00 -L- i,�ss000/ ; El = 620.20 LT iti J � � o �' �� `_ *�� ii n �� /-J¢4p Oif-�0.3�%_' �-� 40oop� r =3.3pp � 3.� MIN. 10+00 11 +00 12+00 13+00 14+00 15+ 1 k CL II RIP RAP � � 1.5:1 CL II RIP RAP , z, I J J ~ �� J � i I� C O�j j� � C � � � � a �� u n u n n n �W �W �� 16+00 \ 1 �'� <1 I ITE 1 PROJECT REFERENCE NO. SHEET NO. 50' 25' 0 50' 100' l7BPelOeRal07 4 RNJ SHEET NO. SCALE: 1��=�00� ROADWAY DESIGN HYDRAULICS ' ENGINEER ENGINEER 0 DAVIDOPLYLER I �� 3 � �2Q ' N C B' RIP RAP - e�� 3 rONS / DOCUMENT NOT CONSIDERED FINAL � SHOu�oeR eer,rn GurreR E�T. lo sv �F DENNIS & MARY BREEN UNLESS ALL SIGNATURES COMPLETED �OM ENDi APP. SL4B TO/ � / nurvs vnnraxsn av 5 A.77I+50� L- LT&I�T oauv Nc ,'- �'� ' ' �� ' � '�� ' '�� OODG�C�� qz35so�.�sTREAMa��o s�.E,so I / IW �% i � I � � �� / �f / I � � �/ � rvc�ceNSENociz�"s°ooaisazazav � ,� � � � � � � � � ,_ R l !� � f��`� i� �J��,;%� �REr � � � \�' � �� _' � PERMIT DRAWING �� '�� ` � �-� SHEET 3 OF 5 �W i � � �/^. � � o.� %` � �e i�c aiw � \. A �c� � �y � � C - � � io a i � � �� o:� ie � ,�� , � i . Rc ✓ � � sw , � � _` � � i - � ' �i�� - �� ^� ^+ � (I' PAVED ROAGWAY _ - � � �L (�P/ _ o o w EiP��osP�Ror eise��_ �e1P �� - -� � � .. . - � - �. .. �.. , � � _. . � -• � = � - . � �-� � � -�= � �� - ��- �,Mr� - - � � _ f _��_ �r _ � ` �\ , � -- X`,� ! � � � � � �� Y �'�--� - --� � � �� , A � � � �� I o o �'TF ='�- x � - � r E 2 � ��, , �� 9 -�� k � ,�N� . � �, � � � � � �� Y � � TH AS M6DR€ ��_ -- ---- -_ � � � �� 'N'y � �i„n__ X�\-. R,yi Zsb' �. is w�leQw$� � � � � � �CYNTHIIa McCALL ...-- � t -. _ _ �`"'�� Ao \ `.. � � �\ \ CJq, 'B' RIP RAP ES6.2 TONS EST-7-SY GF ,�_- I____ -� _ RIP RAP AT EM I�li � S�EE DETAIL 3 � I I \� \ \ \ �E L��RAL ,V�..DIICH __.-'_ --__ _ ` ^ � _' , .............. � °� "s� -- - {1ENOT��IRqPACTS IN IATERAL'V'DITCH SURFAC�'�� WATER SEE DETAIL 4 DETAIL 4 DETAIL 5 L4TERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH ] INoi�o s�aiel �noim s�iei - � o.\ �� r,om � F� ;o�dc o��<n Nrol � � � Fill NoNrol � �o�o�G Slope � cround 7:l 1� 1'F�. SIoPe Gro�nd �� p A,�� D \ Min. D=1 F1. �, Min. D 1 Ft. 6=5 Ft. FROM STA.18-50 TO STA.19-00 -L- RT FROM STA. 17+12.5 TO STA. 18+50 -L- RT LOW CHORD EXCAVATE FROM EXISTING -ABUTMENT AT 2:1 TO EL. =610.0' EST.195 CY Pl = 18+00.00 EL = 6/5.69' VC = l40' K= 37 V = 30 MPH rt JiT.30--QD -� �� joo� �+� 545�1%, � '��-��...__ CL II RIP RAP 1.5'1 \ . CL II RIP RAP z:i WSE ON 11-1-17 -� 606.6 J � � � � �� N CO N �o +� �� u u u n �W �W END GRADE ' �� ST Ao l8 -1 75000 ELEVo = 6/8023' _ _ _ _ _ � � _ � � � � ' � � �� I t��I�� E:��I�� L•II�I��IS�Z�� [��I�] BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 550 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 6/2.4 FT BASE DISCHARGE = 805 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 6/3.l FT OVERTOPPING DISCHAR�E = 2450 CFS OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING ELEVATION = 6/5.9 FT SAG AT CL STA.l7+4/.4 -L- DATE OF SURVEY = ll-0/-20/7 W.S. ELEVATION AT DATE OF SURVEY = 606.6 FT 22+00 23+00 660 650 640 630 620 610 600 590 580 + 00 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 16+55 to 16+91-L- BRIDGE 0.03 58 16+60 to 16+78-L- DITCH OUTLET < 0.01 17 2 17+02 to 17+14-L-RT DITCH OUTLET < 0.01 13 TOTALS*: 0.03 88 0 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb