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Home My WebLink About20190195 Ver 1_B4516_Permit Drawings_20190211_20190212�-��e�t��ti,�jY North Carolina Department of Transportation // � �ut01'lY1we3Yet' Highway Stormwater Program �">�"I STORMWATER MANAGEMENT PLAN -- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: B-4516 County(ies): Franklin Page 1 of 1 General Project Information WBS Element: TIP Number: B-4516 Pro'ect T pe: Brid e Re lacement Date: 1/22/2019 NCDOT Contact: Galen Cail Contractor I Designer: Reid Robol, PE-VHB Address: 1000 Birch Ridge Drive Address: g40 Main Campus Drive, Suite 500 Raleigh, NC 27610 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email: cail ncdot. ov Email: rrobol vhb.com City/Town: County(ies): Franklin River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.180 Miles Surroundin Land Use: Forest, agricultural, and rural residential Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 2.1 ac. 1.3 ac. Typical Cross Section Description: 2@ 11' lanes, 4' shoulders 2@ 9' lanes, 2' shoulders Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 800 Year: 2025 Existin : 400 Year: 2010 General Project Narrative: State project B-4516 involves the replacement of the existing NCDOT Bridge #340052 on SR 1433 over Sandy Creek. Bridge #340052 consists of 1@18.1', 1@16.8', 1@34.6', (Description of Minimization of Water 1@17.2', 1@16.7', 1@17.3', 1@17.6' RC floor with timber caps and piles and a 2.8' step cap. The proposed bridge consists of 1@100', 1@50' 39" box beam with 4'-0" caps. The Quality Impacts) proposed crossing is located in Zone AE of FIRM Map number 3720282800J and was studied by Limited Detail Study methods. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream and nearby buffers. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbod Information Surface Water Body 1: Sandy Creek NCDWR Stream Index No.: 28-78-1- 8 NCDWR Surface Water Ciassification for Water Body Primar Classification: Class B Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Sand Creek Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No 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) � � d` � � .. � V � 0 � � � � • � � V � � O V �� FRAI�I�LI1� COUI�TY LOCATIOIV: BRIDGE 11t0. 52 OVER SA11lDY CREEK 0111 SR 1433 (PERS0111 RD.) TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT s�"°°� �P� PERMIT DRAWING SHEET 1 OF 5 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DOGUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA AROJECT LENGTH Prepared zn tae o}Jices oJ:• FIyDRAULICS ENGINEER LENGTH ROADWAY TIP PROJECT B-4516 = 0.151 mi. � S T E WA R T ��/il� 50 25 0 50 100 2��9 %�T = 4�� °" �..s«ra��, vHse�g��eer�ngNc,Pc(c-s�osl �� 89�� LENGTH STRUCTURES TIP PROJECT B-4516 = 0.029 mi. �s�s3d��,=o'°'�� sa°""a'�ae;g„`Na;sos°"es°° ��,�� `+�� PLANS V= 6O MPH — 2078 STANDARD SPECIFICATlONS e� � FUNC. CLASS. = TOTAL LENGTH TIP PROJECT B-4516 — 0.180 mi. p.E. RIGHT OF WAY DATE: ANDY YOUNG. PE SIGNATURE: m� � 50 25 0 50 100 MINOR COLLECTOR rxo�Ecr exciNSEx ROADWAY DESIGN ENGINEER � � SUBREGIONAL TIER OCTOBER 8, 2018 �A � PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, PE �� a� COMPLETE: PROJECT DE57GNER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT PE PROFILE (VERTICAL) JUNE 27, 2019 srcxaz�xs: See Sheet 9A For Index of Sheets See Sheet 9B For Conventlonal Symbols N Z 0 w � 6fi —L— Pl Sta /8-�-6559 0 = /P 45' 20J' (LT) D = 3'49'//A' L = 307J6' T = 154.42' R = 1.500A0' � = 4% Runoff = l00' DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH TOE PROTECTION BANK STA8ILIZATION , � � �o s�a�e, � No„o ��a�a, , No, �a s�a�a, � o� DitA O� sL�o 3.0'min. �rel 9� �e� Slape M1'� �S`�F' Ground 7�/ D F\� GROUNo F� PE 1.ONW5 d d 4 Gea�enile GEOTE%TiIE Min. D= 1.0 H. d= 1.0 k. GEOTEXiILE Type of Liner= CLASS 8 RIP RAP Maz. d= 1.0 Ff. FROM $TA. 11 -I� 00 TO $TA. 13 F 15 -L- LT. TYPe of Liner= CIASS B RIP RAP Type of Liner= C1A55 II RIPRaF FROM STA. 11+00 TO STA.12+78 -L- RT. FROM STA. 13+29 TO STA. 14+30 -L- LT. FROM STA 14+49 TO STA 14+80 -L- FROM STA. 13+00 TO STA. 14+30 -L- RT. FROM STA 151-22 TO STA 15 F41 -L- FROM STA. 16+04 TO STA. 17+00 -L- RT. FROM $TA.16+12 TO $TA. 19+00 -L- LT. \� � \.=> 0 � � SPECIAL LAT V-DITCH— W/CLA55 B RIP RAP SEE DETAIL 1 EST 90 TONS EST 270 SV GEOTEXTILE - _ _ -- _ I '- RSON F, N I ��FA� . - _ ---- -- : � ./L N � 25 PAIR, COPPER, Cen'�� ?��Fig+f�f�i� � � � �\ �\ ��\\ �� \� SPECIAL LAT V-DITCH— �' \ � W/CLASS B RIP RAP �7 `� SEE DETAIL 1 ��• ..;,, EST 75 TONS �\ z�,;,� EST 225 SY GEOTEXTILE C � � B S � dI H 3 � � ro 0 m c m 0 C w � � � w � � � � BANK STABILIZATION TO BE EXTENDED INTO THE STREAM � ^ AS SHOWN ON PROFILE : � \ � / EXCAVATE TO ELEV=245.0' CL455 B RIP RAP CL45S II RIP RAP �NP) � EST 2 TONS \ � I EST 7 SY GEOTEXTIIE TOE PROTECTION SEE DETAIL 2 ` EST 40 TONS g EST 110 SY GEOTEXTILE S '� COLLAR AND EXTEND A EXISTING 18" RCP \ � � � W/CLA55 IV RCP R . R _ no F i� � \� 1 �H{«I,L�1u i�¢��"�, � � 040 ` . __ -� '' - �� a N 37' 07' 39.8' E � ril ��a'�� I ��G � etiP 1�� 1�� / fSOAO TOE PROTECTION� I" 55'RT SEE DETAIL 2 � EST 50 TONS EST 140 SY GEOTEXTILE gANK STABILIZATION \. W/CLA55 II RIP RAP v� EST 110 TONS EST 130 SY GEOTEXTILE O�-. � . .. . . . . .. . . SEE DETAIL 3 �, 2 SITE 1 � PAVEMENT—BRIOGE RELATIONSHIP SKETCH N BRIDG END SBG - - a. + +18.00 LT - - a. 4+ . � i VAR.P.S. GREU, TL-3 E-III p TYPE-III GREU, TL-3 8:1 8.• VAR. PS. � ro � Q -L- � � c � N o � � O g O N O � � B�� -II � TYPE-III GREU,TL-3 �' GREU, TL-3 i VAR. PS. VAR.PS. `� END SBG INC= � +IB.00 RT 2 ' �' ITYPJ o - - O. eBM`2 - - a. NOrE NOr TO SCALE � 'ROIECT REFERENCE NO. SHEET NO. B-45/6 4 OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ^O01 $nl V �P� J w...ne�a.�� 8V�1V S T E WA R T v�e e�a��ee� �9 Nc, P c. caa �ao Ma�� camp � o,�� swre so eae�a . cz eoe DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING N SHEET 2 OF 5 TOE PROTECTION �EXCAVATE TO ELEV=241.0' SEE DEfAIL 2 EST 75 TONS CLASS B RIP RAP EST 225 SY GEOTE%TILE / EST 1 TONS EST 5 SY GEOTEXTILE �� sa �r N F m � s5� cr + i �_ � � R o 2' F � 197' E Z_'acs :. . R g mPa �N—�a 0 ��_,__-�tn BM•l � 40 — o '� f o � � v� �q l5" W/ELBOWS _-- m�_� O tN --- _ , I u • 40 �P � �011—�'� + /� o �N � __ l. --�-;:., � �.W / f TB 2GI . � � - -�� .. r � r_ �- ----� -- - riaN �� s� �r Ni wi �i �--�-�8�4 --'�� f.� is 2�i ao --- �` �R �� O,r& � 30'R7 � �i5" wre�sows _,,�� /NC= �*„ � �.� �T ��CLASS B RIP RAP ��\ ` EST 1 TONS E T 5 SY GEOTEXTILE �BANK STAB � ATION (a 1.5:1 W/CLASS II RI � RAP EST 65 TONS \E5T 75 SV G6 �TEXTILE SEE DETAIL 3 � >'� : 25' 0' S0' GRAPHIC� 12.5' 0' 25' � INSET SCALE �DENOTES IMPACTS IN SURFACE WATER TOE PROTECTION SEE DETAIL 2 E5T 35 TONS EST 105 SY GEOTEXTILE � FOR -L- PROFILE,SE£ SHEET 5 FOR STRUGTURE PLANS,SEE SHEETS S-ITHRU S-P2 SITE 1 �If � N Z O w � a C 0 B S � dI H 3 —L— DETAIL 1 DETAIL 2 DETAIL 3 PI SfO I8'f'6SS9 BANK STA8ILIZATION �- I% 4S� ZO.% �LTI SPEC'rvo roU oIDITCH TOENPRO SEaC�TION � No� �a s�aia� D= 3' 49' //A' � a< o'�r�n o� s�`o` a.o-m��. L= 307J6' �a��.e� 3„a� s�aae 1> t�a PE T= 154.42' ��o�nd d 71 D F�� cRouNo d F� 1�45 R = 1.500A0' �eo,e„�e �Eo,Ex,��E = �_ 4� Min. D= 1.0 H. d= 1.0 k. GEOTEXiILE ,,,,{ /�ry Type of Liner= CLASS 8 RIP RAP Maz. d= 1.0 Ff. RU/NI f— IW FROM $TA. 11 -I� 00 TO $TA. 13 F 15 -L- LT. TYPe of Liner= CIASS B RIP RAP Type of Liner= C1A55 II RIPRaF FROM STA. 11+00 TO STA.12+78 -L- RT. FROM STA. 13+29 TO STA. 14+30 -L- LT. FROM STA 14+49 TO STA 14+80 -L- FROM STA. 13+00 TO STA. 14+30 -L- RT. FROM STA 151-22 TO STA 15 F41 -L- FROM STA. 16+04 TO STA. 17+00 -L- RT. FROM $TA.16+12 TO $TA. 19+00 -L- LT. \� � \.=> 0 � � �i _ =—i _-_, ____ . "rh�3i.:i � - .� �.,` ��\ L � _R50/J� F.: � . � � SPECIAL LAT V-DITCH— � \,_, W/CLASS B RIP RAP \` SEE DETAIL 7 \� EST 75 TONS � � "� EST 225 SY GEOTEXTILE \. BANK STABILIZATION TO BE EXTENDED INTO THE STREAM ^ AS SHOWN ON PROFILE : \ I I / EXCAVATE TO ELEV=245.0' % 1 I CLASS 8 RIP RAP CLASS II RIP RAP (NP� EST 2 TONS I I EST 7 SY GEOTEXTILE TOE PROTECTION SEE DETAIL 2 i g l EST 40 TONS � EST 110 SY GEOTEXTILE S COLLAR AND EXTEND—�,� m EXISTING 18" RCP H \� (� � � W/CLA55 IV RCP R R , no F �iiu i�� . . , �040 �, ' �� a N 3% 07' 39.8' E � � tiQ � �{.[ -�=rz-;i r,l"r_;°�-�,// � Y---�_� .�/ _ / _ I_ 'FSOAO TOE PROTECTION� I 55'RT SEE DETAIL 2 � E5T 50 TONS EST 140 SY GEOTEXTILE gqNK STABILIZATION \. W/CLA55 II RIP RAP J� EST 110 TONS EST 130 SY GEOTEXTILE O. . . . . . . . . SEE DETAIL 3 �, 2 SITE 1 � � � ro 0 m c m 0 C w � � � w � 0 PAVEMENT—BRIOGE RELATIONSHIP SKETCH N BRIDG END SBG - - a. + +18.00 LT - - a. 4+ . � i VAR.P.S. GREU, TL-3 E-III p TYPE-III GREU, TL-3 8:1 8.• VAR. PS. � ro � Q —L— � � c � N o � � O g O N O � � B�� -II � TYPE-III GREU,TL-3 �' GREU, TL-3 i VAR. PS. VAR.PS. `� END SBG INC= � +IB.00 RT 2 ' �' ITYPJ o - - O. eBM`2 - - a. NOrE NOr TO SCALE SPECIAL LAT V-DITCH— W'CLA55 B RIP R.4P SEE �ETAIL 1 E5T 90 TONS E5T 270 SY GEOTE%TILE 25' 0' S0' GRAPHIC� 12.5' 0' 25' � INSET SCALE �DENOTES IMPACTS IN SURFACE WATER PROIECT REFERENCE NO. SHEET NO. B-45/6 4 '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ^O01 $nl V �P� J S T E WA R T v�e e�9��ee�i�g Nc, P c. cc-a �ao Ma�� camp � o,�� swre so eae�a . cz eoe DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �EXCAVATE TO ELEV,-241.0' CLASS B RIP RAP / EST 1 TONS'� � EST 5 SY GEOTEXTILE N �Q.P� �,s� wre�sows • 40 TB 2GI ' �J S�" � TB 2GI 40 �'IS" W/EL80W5 � —%�� % �� PERMIT DRAWING N SHEET 3 OF 5 _ _- �. J \J. . \ . - _ --. /�/`� ' � \ .....�—._ � TOE PROTECTION �� 2�e -� SEE DETAIL 2 � � EST 75 TONS �'-� ��-- EST 225 SV GEOTE%TILE 61.9 +00.00 - — . • � . sa �r m + � C: 1..... � � A Z. 0 2' F � 19T E_ �BL5 �` � mP' ,N 2� 0en+•i �_ � ��—lo—_� .�N: , � -- � o lN��- �� d ��a � � � Ex„ � —�� -� � �_; � �i„ � F \ w0005� ��. _ �� ____BL4 ` Ya / i I _ - _ _ _ . aw�► _ ��-�� / �_ _r_ - _ ___ � � � vI WI aI _�„--�_— 7 /�� + 0.00 � /. �,r�E saRr mg2 _� � �_� ��---�� r.� RT• /� \ CLASS B RIP RAP ��.. ` EST 1 TONS `� EST 5 SY GEOTEXTILE �BANK $TABIl1jATION (� 1.5:1 W/CLASS II Rle� RAP EST 65 TONS� \E5T 75 SV G6bTEXTILE SEE DETAIL 3 � `�_, -TOE PROTECTION SEE DETAIL 2 EST 35 TONS E57 105 SY GEOTEXTILE ��. � FOR -L- PROFILE,SE£ SHEET 5 FOR STRUGTURE PLANS,SEE SHEETS S-ITHRU S-P2 SITE 1 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) (tt) (ft) (ft) 1 14+69/15+31 -L- 1@100', 1@50' 39" BB W/ 4' CAPS < 0.01 40 TOTALS�: < 0.01 40 0 0 *Rounded totals are sum of actual impacts NOTES Pemanent SW Impacts (Sq. Ft.) Site 1 323 Total 323 2018 Feb