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HomeMy WebLinkAbout20170239 Ver 1_U-3109B 4C Pkg 20180201_20180212Hi�h�v�V North Carolina Department of Transportation /��•., Starm�v�� � , ,,.,�,,, Highway Stormwater Program �;; � STORMWATER MANAGEMENT PLAN ���'�=—'= (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34900.1.FR3 TIP No.: U-3109B County(ies): Alamance Page 1 of 5 General Project Information WBS Element: 34900.1.FR3 TIP Number: U-3109B Project Type: New Location Date: 1/24/2018 NCDOT Contact: William H Elam, Jr. Contractor / Designer: DRMP / Ryan Mitchell, P.E. Address: NCDOT Address: g000 Regency Parkway 1590 Mail Service Center Suite 175 Raleigh, NC 27699-1590 Cary, NC 27518 Phone: 919-707-6718 Phone: 919.650.1038 Email: belam(a�ncdot.qov Email: rmitchell(a�drmp.com City/Town: Mebane County(ies): Alamance River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 1.424 miles Surrounding Land Use: Undeveloped/Open Land Proposed Project Existing Site Project Built-Upon Area ac. 6.5 ac. N/A ac. Typical Cross Section Description: One (1) 12' travel lanes each direction. 4' paved shoulders with grass roadway ditches, both sides. 10' paved shoulders with guardrail. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 10,983 vpd Year: 2038 Existing: 8,809 Year: 2018 General Project Narrative: The U-3109B project is a new alignment between SR 1921 (Mebane Rogers/ Stage Coach Rd) and SR 1918 (Mrs. White Ln). Approximately 5,800 linear feet of grass swales (Description of Minimization of Water have been incorporated in roadside ditches, where possible, to reduce the velocity and promote the infiltration of runoff. Five hazardous spill basins are proposed to protect Quality Impacts) against the accidental realease of hazardous material into receiving jurisdictional waters. Riprap at pipe outlets, ditches, and streambanks has been incorporated to minimize erosion on slopes where vegetation will not be adequate. Storm drainage discharging directly to wetlands has been designed to meet non-erosive velocity requirements. NCDOT standards for ground cover, vegetation, and slope stabilization will be adhered to during the life of this project, and will be specified in the NCDOT Erosion and Sediment Control Plan for the project. Waterbody Information Surface Water Body 1): Mill Creek NCDWR Stream Index No.: 16-18-3-(1.5 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: High Quality Waters HQW NSW CA Other Stream Classification: Impairments: None Aquatic T8�E Species? No Comments: NRTR Stream ID: Mill Creek Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A 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 (If yes, provide justification in the General Project Narrative) General Project Narrative) E�y�h�,ti,�Y North Carolina Department of Transportation ,�'' ����, St()Yl"11Wat�t" ,,,,,,,,,,,,, Highway Stormwater Program �,� ��,� STORMWATER MANAGEMENT PLAN ���` �n.� i (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34900.1.FR3 TIP No.: U-3109B County(ies): Alamance Page 2 of 5 Additional Waterbod Information Surface Water Body (2): UT to Mill Creek (SA) NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: SA Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) Surface Water Body (3): UT to Mill Creek (SB) NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T8�E Species? Comments: NRTR Stream ID: SB Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) Surface Water Body (4): UT to Mill Creek (SB) NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T8�E Species? Comments: NRTR Stream ID: SC Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) ��r i �,� : i- i�\ Hi�;h�vdy North Carolina Department of Transportation °\ StOi"IY1W�te'�' Hi hwa Stormwater Pro ram �<,•�7���;� , �<, �.�_L,o 9 Y 5 ,,., STORMWATER MANAGEMENT PLAN ,�`"� '-""=��" (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34900.1.FR3 TIP No.: U-3109B Count (ies : Alamance Page 3 of 5 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 4 -L- 199+50 LT. (2)UT to Mill 0.0 6.0 3.0 0.7 71 300 0.50% -L- 196+50 LT. Creek (SA) 1.6 1.6 2.0 1.7 No No 4 -L- 199+50 LT. (2)UT to Mill 0.0 6.0 3.0 1.2 115 600 1.50°/a 1.9 1.9 2.4 2.0 No No -L- 205+50 LT. Creek (SA) 5 -L- 210+08 LT. 0.0 6.0 4.0 0.5 46 292 1.43% 0.8 1.3 1.0 1.4 No No -L- 213+00 LT. 6 -L- 220+50 LT. (1)Mill Creek 0.0 3.0 3.0 0.5 49 410 1.34% -L- 224+60 LT. 0.9 1.7 1.2 1.8 No No 6 -L- 233+00 LT. (1)Mill Creek 0.0 4.0 3.0 0.6 64 310 2.80% 1.1 1.8 1.4 1.9 No No -L- 229+90 LT. 7 -L- 233+00 LT. (3)UT to Mill 0.0 3.0 3.0 0.7 73 250 2.46% 0.7 1.7 0.9 1.8 No No -L- 235+50 LT. Creek (SB) � -L- 243+05.37 LT. (3)UT to Mill 0.0 6.0 4.0 0.9 92 555 1.16% 0.9 1.5 1.1 1.6 No No -L- 237+50 LT. Creek (SB) � -L- 243+05.37 LT. (4)UT to Mill 0.0 6.0 3.0 0.6 55 245 0.32% 0.8 0.8 1.0 0.8 No No -L- 245+00 LT. Creek (SB) 8 -L- 249+78 LT. 0.0 6.0 4.0 0.3 26 178 1.16% 0.5 1.1 0.6 1.2 No No -L- 248+00 LT. $ -L- 251+50 LT. 0.0 3.0 3.0 0.3 34 50 2.00% -L- 251+00 LT. 0.7 1.6 0.9 1.7 No No 8 -L- 253+76.14 LT. 0.0 6.0 6.0 0.1 9 76 1.16% 0.2 0.8 0.3 0.9 No No -L- 253+00 LT. 9 -L- 263+00 LT. 0.0 6.0 4.0 2.2 215 400 1.18% 2.9 1.8 3.7 1.9 No No -L- 259+00 LT. 9 -L- 271+g2 LT. 0.0 6.0 4.0 2.0 201 492 1.38% -L- 267+00 LT. 3.1 2.0 3.9 2.1 No No 8 -L- 255+00 LT. 0.0 3.0 3.0 0.3 27 50 2.00% -L- 255+50 LT. 1.0 1.8 1.0 1.8 No No 4 -L- 198+50 RT. 0.0 6.0 3.0 0.5 46 250 0.51 °/a 0.4 0.8 0.5 0.8 No No -L- 196+00 RT. 4 -L- 198+50 RT. (2)UT to Mill 0.0 6.0 4.0 1.3 134 650 1.98% 2.2 2.0 2.7 2.1 No No -L- 205+00 RT. Creek (SA) 5 -L- 211+00 RT. (2)UT to Mill 0.0 6.0 3.0 0.4 35 200 0.30°/a -L- 209+00 RT. Creek (SA) 0.6 0.7 0.7 0.7 No No 5 -L- 211+00 RT. 0.0 6.0 4.0 0.2 21 150 1.40% 0.4 1.1 0.5 1.2 No No -L- 212+50 RT. 5 -L- 214+00 RT. 0.0 6.0 4.0 0.4 44 350 1.40% -L- 217+50 RT. 0.8 1.3 1.0 1.4 No No Additional Comments \'tli� l North Carolina De artment of Trans ortation ,`�'V :�fl,r�`' Hi�h��vay p p ,"- " srorrnwater ,�<„�.�_L,o Highway Stormwater Program ��-�� ;,:; M _ STORMWATER MANAGEMENT PLAN =- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34900.1.FR3 TIP No.: U-3109B County ies): Alamance Page 4 of 5 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 6 -L- 218+00 RT. 0.0 6.0 3.0 0.2 23 200 0.30% 0.4 0.6 0.5 0.7 No No -L- 220+00 RT. 6 -L- 220+00 RT. (1)Mill Creek 0.0 6.0 4.0 0.6 58 200 1.40°/a 0.9 1.4 1.2 1.5 No No -L- 222+00 RT. � -L- 243+00 RT. (3)UT to Mill 0.0 6.0 4.0 12 115 550 1.45% -L- 237+50 RT. Creek (SB) 2.4 2.0 3.0 2.1 No No 7 -L- 243+00 RT. (4)UT to Mill 0.0 6.0 3.0 0.5 50 250 0.30% 0.9 0.8 1.2 0.8 No No -L- 245+50 RT. Creek (SB) 5 -L- 208+00 RT. (2)UT to Mill 0.0 3.0 3.0 0.2 22 67 0.75°/a 1.0 0.9 1.2 0.9 No No -L- 207+33.29 RT. Creek (SA) $ -L- 253+69 RT. 0.0 3.0 3.0 02 20 169 3.70°/a -L- 252+00 RT. 0.5 1.9 0.6 2.0 No No 8 -Y21- 14+00 RT. 0.0 3.0 3.0 0.4 35 210 2.91% 0.9 1.4 1.1 1.6 No No -Y21- 11+90 RT. 8 -Y21- 14+27 RT. 0.0 6.0 4.0 0.2 22 173 3.90°/a 0.6 1.9 0.8 2.0 No No -Y21- 16+00 RT. 10 -Y21- 20+50 RT. 0.0 6.0 4.0 02 15 100 1.24°/a -Y21- 19+50 RT. 0.4 1.1 0.5 1.0 No No 10 -Y21- 20+50 RT. 0.0 6.0 4.0 0.1 11 100 1.20% 0.2 0.6 0.3 0.7 No No -Y21- 21+50 RT. 8 -Y21- 11+00 LT. 0.0 3.0 3.0 0.4 39 230 0.30°/a 1.0 0.9 1.2 1.0 No No -Y21- 13+30 LT. $ -Y21- 13+50 LT. 0.0 6.0 4.0 0.2 19 150 3.28°/a -Y21- 15+00 LT. 0.5 1.7 0.5 1.8 No No 10 -Y21- 18+00 LT. 0.0 6.0 6.0 0.5 53 200 1.24% 0.7 1.5 0.9 1.6 No No -Y21- 20+00 LT. Additional Comments Hi�iZtivd}� North Carolina Department of Transportation � 5tort���ti�ater ,.,;,,;,,,,, Highway Stormwater Program �; STORMWATER MANAGEMENT PLAN - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34900.1.FR3 TIP No.: U-31096 Count ies): Alamance Page 5 of 5 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. Road and Non Road Pro'ects Water Bod Basin, or Foreba ? ac ac Required / Minimum Treatment Achieved w/ Buffer Rules? 5 -L- 199+50 LT. Hazardous Spill Basin 1.46 0.41 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2413.0 cf 2912.0 cf N/A -L- 206+00 LT. (cf) 5 -L- 198+50 RT. Hazardous Spill Basin 1.36 0.41 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2375.0 cf 2548.0 cf N/A -L- 205+00 RT. (cf) 5 -L- 206+00 LT. Hazardous Spill Basin 0.44 0.35 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 1961.0 cf 3373.0 cf N/A -L- 210+00 LT. (cf) 6 -L- 220+50 LT. Hazardous Spill Basin 1.64 0.68 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2�05.0 cf 3659.0 cf N!A -L- 228+50 RT. (cf) 6 -L- 232+00 RT. Hazardous Spill Basin 1.17 0.44 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2319.0 cf 11913.0 cf N/A -L- 228+50 RT. (cf) $ -L- 267+00 LT. Hazardous Spill Basin 3.71 0.85 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 3674.0 cf 5775.0 cf N/A -L- 256+50 LT. (cf) *Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments � � � � � � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAIYS PREPARED BY: HYDRAULICS ORMP.INC ENGINEER ADT 2018 = 8,809 sesoFniaviewaono suireszo SO �ZJf O SO �OO . � CHARLOTTE, NORTH CAROLINA 28210 / i�� ��� ADT 2038 = 10,983 LENGTH ROADWAY TIP PROJECT U-3109B ............ 1.394 m� ��o4�3sz-zzao � / �:� K 9 % ENGMEER6 ttANN9ts SaHuileie NC LIOENSE NO C-P213 �/�p` f N`�� PLANS LENGTH STRUCTURE TIP PROJECT U-3109B 0.030 mi FOR � \ `� D 65 % ........... r.F. n � — DIVISION OF HIGHWAYS srcx.�rune: � n� '� 50 25 0 50 100 T= 5 %* TOTAL LENGTH OF TIP PROJECT U-3109B 1.424 mi � g • • • • • • • • • • • • • 2018 STANDARD SPEClF7CATlONS . V= 50 MPH CHRISTOPHER K. HAIRE PE_ ROADWAY DESIGN ��,ti-" �� ,� PROFILE HORIZONTAL * o o RIGHT OF WAY DATE: rnn�Fcr Fn�crx�Ex ENGINEER �� � �1���� ( ) ( TTST =4/0 + DUAL 1/a) AUGUST 30, 2017 MICHAEL D. HAGE, PE �� �a ������ �� � O S O � O 2 O F U N C C LAS S = PROJGCT DFSIGN ENGfNEER � MAJOR COLLECTOR LETTING DATE: ucDor coNrncr: PROFILE (VERTICAL) REGIONAL TIER JULY 17, 2018 TATIA L. WHITE, PE, PLS pE SEN70R PAO ECT MANAGER S/GK9TURE: DETAIL A SPECIAL CUT DITCN , lio S�ule� � o� °Jp�_ n ; a� s - Ground .1.� D F\ � '( Min_0=1A Fi. FROM STA. 196-50 TO STA. 199+50 -L- LT FROM STA. 196+00 TO STA. 198+50 -L- RT FROM STA.203+00 TO STA.205=00 -L- RT FROM STA203-50T0 STA_205--97-1-LT FROM SiA. 208-71 TO STA.211-00 -L- RT FROM STA 212 �f 50 TO STA. 213 +50 -L- RT FROM STA.213+65 TO STA.214+�00 -L- RT FROM STA. 218+00 TO STA. 220+00 -L- RT FROM STA,222+00 TO STA224-r40 -L- RT FROM STA.224-00 TO STA.224-60 -L- LT FROM STA. 729-- 90 TO STA.230��� 50 d- LT f-ROM STA, 230+00 TO STA.232��00 -l- RT FROM STA.233-SO TO STA.234-50 -L- LT FROM STA. 243 i 00 TO STA. 245 50 L- RT FROM STA.246�F54T0 STA.249=00 L-RT FROM $TA.249+00 10 $TA.250r50 L- RT FROM STA. 243-06 TO STA.246 �� 23 -L- LT FROM STA.253--76 TO STA.255-: 50 -L- LT FROM STA. 17 �� 50 TO STA. 18 i 00 -Y21REV- RT FkOM STA.19-50 i0 S7A_ 21+50 -Y21REV- RT DETAIL B SPECIAL CUT OITCH I � � �o smie) . � - r.� n Nourl A��� Sope Gr u�d ...3� D . F� ��e d �iB ° �� A�n D-1 FI. Type of L Clnsx II Ri�rRop Mo� d-1 F�. FROM STA 235�r65 TO STA.237+00 -L- LT DETAIL C SPECIAL LATERAL V' DITCH �Nor�o Seno� I No u�al �_ b.1 0<�' -f��ll G.o „a �\� O Fj� He� sio�e � � Min. D=1 FI. FROM STA. 251+50 TO STA. 252+50 -L- RT DETAIL D SPECIAL LATERAL 'V' DITCH a ro s«io� - Fni v� I p.\ �e� � SIOP� -�- d �3� D F\o �� � �' M �. o i F. Type ofLner= Class 8 R�p-Rap Mox.d=1 F. FROM STA 249+50 TO STA. 250+ 50 -L- RT DETAIL E SPECIAL LP.TERAL 'V' DITCH ( No� io S�ol�) -cai Na�urol 1'� �yi/ Slope c�o��a ��.,al� �p��c F�o ��' Gaoio,�lc '� Mn D=1 H. iype of L ner= Class I Ri�aRap Mox d=1 Ft. FROM STA.245-�. 50 TO STA.2461�54 -L- RT DETAIL G SPECIAL CUT BASE DI7Ct1 � rvoi �0 5cole� ��oi zy a:�_ ' � G ound p � �-� � Vorinble ill Min.D-I F. Sluve 8-2 Ft. FROM STA.16-50 TO STA.17+50 -Y21REV- LT FROM STA. 18+00 TO STA. 19+50 -Y21REV- RT FROM STA. 11+00 TO STA. 72100 -Y22REV- RT DETAIL H SPECIAL LATERAL 'V' DITCH � No� io scole� ��-� z) ry�- - r�able d p ill �o�e G�m�.rl� Min.D-Ik. Type of Liner= Class B Nip-Rop Moa. d=1 Ff. FROM STA.257+71 TO STA.259+00 -L- LT DETAIL I SPECIAL L4TERAL'V' DITCH �- z �N iro scom�� / �- ._:/ ' p 1��- d Geo�ez�'ta � Min. D=1 Ft. Mox.d=1 Ft. Type of Liner Closa B Rip-Rap 6 5 F1. FROM STA. 208+00 TO STA. 709+00 -L- LT DEfAIL J SPECIAL LATERAL 'V' DITCH � Na� io Scale� 'I i . N I �/ �-�' 2:/ � ti.�% �M D=1 F. Gao�eailo-' Moa.d-1 FI. b-5 FI. Type of Liner= Uass I Rip-Rap FROM STA. 207+00 TO STA 208+00 -l- LT DETAIL K BERM 'V' DITCH � N i ia xala�b ,- - ' G d '.7:1 D �"' RDWY� Min. D-1 fl �.. � �. 6=5 Ft. �'� � FROM STA, 231+82 TO STA.234-r00 -L- LT FROM STA. 237+00 TO STA. 243+06 -L- LT FROM STA.243.06 TO STA.246+00 -L- LT DETAIL L SPECIAL LATERAL 'BASE' DITGH � Nai io Sml-� 1.� . No�u I �' , " �mu�-'F/ )\ D ,�.� . Ha� , Mn D-1 FI. B B=1 FI. 6=5 F�. FROM STA.206+00 TO STA.207-�-17 -L- RT fROM STA. 226 i 00 TO STA. 226 � 86 -L- RT FROM STA.227+22 TO STA.227r47 -L�- RT FROM STA 234+50 TO STA. 237+00 -L- RT DETAIL M S?ECIAL LATERAL 'BASE' DITCH � Noi ro S��alc) � �� I ' � �-..7 ��,� , � d� Mn D=1 F�. �.� Max. d=1 F. B B=3 Ft. Type ofL'ncr= Class B Rip-kop 6=5 FI. FROM STA.235+65 TO STA.237+00 -L- LT DETAIL N SPECIAL LATERAL 'V' DITCH � Nor m s�aie� 6 ti% No���ol ��� �1--,3.� .y.� . \ TD .� � Min. D-1 F. Man. b=5 FI. FROM STA.207+3A TO STA. 208+71 -L- RT FROM $TA. 234+50 TO $TA 235+50 -L- LT FROM STA.249+78 TO STA.251+00 -L- LT FROM STA.251i�00 TO STA.253-r00 -L- LT FROM STA.253i-77 TO STA.255+50 -L- LT FROM STn. 250+50 TO STn. 253+69 -L- RT FROM STA.253-i-69 TO STA 255-�28 -L- RT FROM STA.11+90 TO STA.14i�00 -Y21REV- RT FROM STA, 10+50 TO STA. 13r50 -Y21REV- LT DETAIL "O" RIP RAP AT EMBANKMENT � No�+o 5<ole� 10 'n D'�ch -" 1.Omin. -15 �- Grode �' •� GEOTEI(TILE-� � `-NWS Ses olans for quonli�res $TA.207+00 -L- RT NWS= 581.2 STA. 207 -� 38 -L- RT NWS �81.2 STA.207 i�99 -L- LT NWS-578.7 STA. 208 i 20 -L- LT Nw5=578.1 STA 226+87 -L- RT NWS 539.9 $TA.227+24 -L- RT NW5-539.9 STA.235�i�65 -L-LT NWS=NH STA.235+�77 -L- LT NW5=1JA DETAIL P INLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) �No a s��.iel ^FNCH OC H rrox. o s pre. oerrn r+mo,.n cxcavnre ,� ox r�rvP.� .�c«��d CV35 'I IP PAP � KEYP0.1 f W/GEOTE%1'ILE �TYP.) �� L LOW FLOW BENCH J I CHANNEL WiDiH VHRIES FROM 0'i0 <' �ARIES FROM 6' TO 8' EST TON ClASS I RIP RAP=37 TONS ExCnvqnoN-26 CV EST GEOTE%TILE=74 $Y STA. 207+44 -L- RT NWS 581.2 DETAIL Q OUTLET TYPICAL (Lf TO RT LOOKING DOwNSTREAM) in� �o s�oia OENC OfY1H � PPO 0 iYP.t Si0.En'n pEPil� Na��ra f U iE � voi2 �IYv_7 � Gro�nd � I M WEGF0.INRP ^A . or�.�l.xr.i � � -0.1P PAP KEYED-IN �0�+' ii0�^/ aEHCN � BEIOW CHANNEt VARIES FNOM 0' TO 4' BED CHANNEL WIUfH vaaiEs raoM 6'TO 8' :ST TON CL4S5 I RIP R4P=59 TONS E%�q�atiON=a9 CY �:ST GEOTEXTILE=74 SY STA. �08+00 -L- LT NW5=578.1 DETAIL R ���I� FALSE $UMP N�;., (Notto Scale) � Ou+s�de Diich TmHic Flow ���� ' �0�\ � 'J \� Z��t.S- 4 ---� I2GI \ S=Ditch Slope 4 Proposed Ditch � STA. 213+10 -L- LT STA.224+70 -L- LT STA 19+43 -Y21REV- LT � DETAIL S =" FA�SE $UMP �� N�i�o s�olol vio O isd Ditch . ----- _Iz.o�l_ S_ `T aif FI w ,p�� 20 I_ �� � � 3GI� uml �� � Groun�l S=Dit<h Slope � Proposed Di�ch S7A.229+75 -L- LT DETAR T PIPE OUTLET CHANNEL � Noi to S�olej - -� N+ty�� � G4Ld Length= 20 Ft. c q o d = 3.5 F1. Es1.- 35 Tons of Closs I Rip-Rop STA.233+62 -L- R7 DETAIL U SPECIAL LATERAL BASE' DITCH � H�� �o s a ei Nol��ol - - ` /' Graund -"'-..7:) ti.\:'" ..-vorioble � fili Slope ��/ Min, p-1 F. B=2 F. FROM STA. 246 i 23 TO STA 248 i 00 -L- LT DETAIL V BEftM DITCH � ., �., Sm-_ oja ?'z N5.0- i0' Sp u � _"?./ D`IPP--�. �` 10.0'�C.� ja �or�ina-� m��,_ o= i Fr. Type of Liner= CLA55 B Man. d= 1 Fi. FROM STA. 237+00 TO STA. 239+00 -L- LT DETAIL W FAlSE SUMP '� �Nm�a s�a�I o �`I � 1 _ Oots de Dd<h ` � Tmff�cFlow 1j.� 1j"..,. ( �-5- - / �-5-�." �.iz.a��', � S-Ditch Slope Outlef Pipe - STA.262+50 -L- LT DETAIL X � FALSE SUMP y � No 5cole� I 5 I Outs de D tch J� �- 1�.-� d:j.',.{zal.' �-5-,� -5 -� .....,..�,�� �.d „a Proposed Difch \ S=Dikh Slope STA.12+00 -Y22- RT DETAIL Y STANDARD BASE TAIL DITCH � No�,o xo el Noiu.ai No�ural �r�'-�� 31/ G�T ���/ Min. D=VAft Ft. � 8=2 FI. 8 FROM STA. 262+74 TO STA, 262+64 -L- RT DETAIL Z STANDARD BASE TAIL DITCH i No s i i No ��oi aw��i �� --.3,.� T ,�\ - Go�nd - 1D Min. D=VAR Ft. �.-.{ B-VAR I-5 F�. 8 FROM STA. 19-50 TO STA.20+00 -Y21REv- RT DETAIL AA TOE PROTECTION � No Scule� F\ �yc i � Na,���ai � 1,..f`�s�oe° Groun�, y , /� i � 7 _po- �d d= 1.0 R. `�5 6= 4.0 F. -Geo�ex+lle iype n(Liner- Class B Rip-Rop FROM STA, 256+75.00 TO STA.258-50 -L- RT PROJECT REFERENCE NO. /!- �;�i;��� RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. F7�1/L�-I HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Pl.lh'S £P R OO DRMP ��AwHOAo a� t,z, N L�EA�SERO�C22t3c(�OJIJ322285 PERMIT DRAWING SHEET 2 OF 20 N Z 0 N � HAZARDOUS SPILL BASIN *NOT TO SCALE* DETAIL BASIN LAYOUT POINTS AND ELEVATIONS POINT HSB1: Station 206+00 LT HS62: Station 205+00 RT HSB3: Station 210+00 LT HSB4: Station 224+50 RT HSBS: Station 229+50 RT HSB6: Station 256+50 LOCATION NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS 1 859,689.08 1,915,820.16 1.0' 859,560.97 1,915,873.55 1.0' 860,029.51 1,915,971.64 5.0' 861,330.71 1,916,666.15 4.0' 861,783.71 1,916,853.70 4.0' 863,900.08 1,918,445.04 8.0' 2 859, 683. 87 1, 915, 832. 07 1.0' 859, 555. 75 1, 915, 885.46 1.0' 860, 027. 50 1, 915, 976. 21 5.0' 861, 323.42 1, 916, 682. 76 4. 0' 861, 777. 34 1, 916, 868. 21 4.0' 863, 891. 81 1, 918, 463. 99 8.0' 3 859, 733.04 1, 915, 839. 45 1.0' 859, 604. 93 1, 915, 892. 84 1.0' 860, 056.98 1, 915, 983. 69 5.0' 861, 368. 32 1, 916, 675.01 4. 0' 861, 845.42 1, 916, 882.17 4.0' 863, 935. 33 1, 918, 479. 52 8.0' 4 859, 726.33 1, 915, 850.41 1.0' 859, 727.82 1, 915, 851.35 1.0' 860, 054.97 1, 915, 988.27 5.0' 861, 358.22 1, 916, 698.03 4.0' 861, 839.59 1,916, 893.90 4.0' 863, 927.05 1, 918, 498.47 8.0' INLET/BASE ELEV =595.0' INLET/BASE ELEV =596.0' INLET/BASE ELEV =589.0' INLET/BASE ELEV =566.0' INLET/BASE ELEV =571.0' INLET/BASE ELEV =612.0' STORAGE ELEV = 596.8' STORAGE ELEV = 596.8' STORAGE ELEV =591.1' STORAGE ELEV = 567.6' STORAGE ELEV = 572.2' STORAGE ELEV = 613.4' BERM/TOP ELEV = 598.0' BERM/TOP ELEV = 599.0' BERM/TOP ELEV = 593.0' BERM/TOP ELEV = 569.0' BERM/TOP ELEV = 576.0' BERM/TOP ELEV = 615.0' OUTLET ELEV = 594.8 OUTLET ELEV = 595.8 OUTLET ELEV = 588.8' OUTLET ELEV = 565.8' OUTLET ELEV = 570.8' OUTLET ELEV = 610.8' PF�C�1-1LE - PIi=L INLET s�'T�nN A-m 3:1 OR FLATTER � f.�� �. \ GRADE TO DRAIN MIN. SLOPE OF 0.3% —._ � ____- _�`�,�� e ":-c�t� ::�:>' �L E HEADWALL W/SLUICE GATE (SEE STD 838.02) OUTLET STRUCTURE HEADWALL W/SLUICE GATE (SEE STD 838.02) A � PLAPd - GITi=H INLET PROJECT REFERENCE NO. U -_� � �}`-1�-1 RhV SHEET NO. ROADWAY DESIGN ENGINEER SHEE! NO. i — . HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLIh'S Pft(PAAFIJ Fi. OO DRMP s�»,A�R��twkoA� a���E,s9 N� UCEA�SE NO�GI'tt3� (�6lj Jt2-22B9 PERMIT DRAWING SHEET 3 OF 20 r ROFILE - DITCH II�dLET >E�ri��N n-n — DITCH PROFILE GRADE TO DRAIN ��F, , MIN. SLOPE OF 0.3% —� � — — __� ., __ y ._,y�,n,: ;,:��`f' J ,�`.'.;:. E HEADWALL W/SLUICE GATE (SEE STD 838.02) OUTLET STRUCTURE HEADWALL W/SLUICE GATE (SEE STD 838.02) � I y PROJECT REFERENCE NO. SHEET NO. ���: / ,:/� (/-�',���:�C; � IQ WW SHEEf NO. ROADWAY DESIGN HYDRAULICS '- � ENGINEER ENGINEER I / y�/��� i,��y � �PD B � ���� _ " I �, °^p S` _ EiF � ,��'" � � DOCUMENT NOT CONSIDERED FINAL �y°�'.�r: r_sr`^'�'y S� UNLESS ALL SIGNATURES COMPLETED I�� NCDOT ^ r'-'--''�'-'^." r. ruxs rnernxEo ar oRry' f:� �� ,.� OO DRMP � `'�` ��J� oseuSE OOITz�NC282f�E��^ I O:. �F� � . CLCF . f] (10e�37.218 F I � N�M �� �- ``' N N PERMIT DRAWING � ' -�-� � SHEET 4 OF 20 . ,i i I ``�� � ; I /.s ` \ �`�,w,r�y�,`� � � �, � \ � � � ' _ �� _ �O � � SA r= ti. � ,�.� CLA55 I RIP RAP � � �� W.'GEOTEXTILE L j � �rrnicAy 'i '� / .,� y � � �� +so o"o �'� - _ I. J SEE DETAII'Q' �{ j / 130,00'LT � R w N��\ C �,y SITE 1 R � �; w h W � � ��`�� � anss 9 RiP anP W �' x� � � � N N SPECIALLATERAL'V DITCH j; W-GEOTEXTILE „� �J � N � � �'�� see oeTai� o. �,� � s w y W s E oETAa � Z HEADWAI� W.�`, �, -y � w �SPECIA CUT OITCH SLUICE GATE'�, -LX- POC SfO.�Bf9O.BS = ���' �CL B RIP RAP W y ' SEE D AIL "A" INV- 94.8p '�, �' HEADWALL Wi .� f' ' � EST 7 TON N � '� CLA55 B Rir eaP -L- POT Sio.207+99.46, 27� R% SLUICE GATE u,T' r �7 � .�-� CL I RIP RAP �� — — NCDOT `N/GEOTEXTILE L B RIP RAP E5T 5 SY +�+ � SPECIAL LATERAL V �ITChI �NV 588 8 '� � '� EST 7 TON formerly SWATHMORE FARM SEE DETAII O .� ES71 70N � —� — I DB 3371 PG 501 .: �, � SEE DETAIL „I,. � �� EST 5�f$V'� �. I � � E5T 75 SY Q — T- — r I � � \ � --� 0509 . :. "r�_� . 0513, ((�� � I � �, .0�03 \ ��• ; � � �I I T � _ ,. � � 0504�—`� _:� � r ,0510 r-i; � � � — — —. — — _ T O- �`- a -_ _ - _- -r- '- __ s�, =��- �- -� D � a � 5ty=�-E}� _ '� �i� ,�L� \ = �5 /`� _� _ F ' _ — — � I____ . � . „�. - �� ��0506 �. _�.��_ ..�.0508� � I �/ r r— _ _____' _ i� - i >� . . \� — � �,.._ ' 18., i �.0512 ` � i ti' I N GREU TL-3 _ L� � _O51 CT _ _ _�"",/ _ _ _ GRFU,TL-3 � -L_ — I..'FS _ — ,] _ _ _ — � N 4' PS -- I ' I I Q �0 8��� 10' PS -�i � > , GREU TL- GREU TLLJ N 2,3' 41' l2.1" E � - 2GI �l5" RCP IV � _ 10' PS � �1 Q 10' QS 4' P I N ��'� � Tosoi p��'\ -os,4 �r � o N i � b r � � � o � , ti � r � — I J 4' PS 8:7 10' PS : ^ 2Gi 10' PS g:1 4 P$ �.� .(r o 4 PS J � - } \ � _ _ _- 67`ECG'IF�— � � �� ` - GREU, TL-3 \ - { � � . - I I _ _ — � � -- ' - � _ � � _ 6.E , —'— — �— .T' / �y, � ,� Y w � o5oi � =� `� ,� �V' _ � � r — — — — — — — � � _ r 1 f \ � ` �,:� � F `i � — _Z � — �/ � ,� � � _ _ _ -\ — — — — � � ` �{4 ` — � Z— � -1- �- � O50 � CL I RIP PS . � S�. " ��` � � . . � . � 7 J — _ I C 1: J; �I� �_�- —' � J'\ HEADWALL W" E5T N -- -- � SPECIAL CUT DIT H�� �'- rf �' SPECIAL CUT DIiCH � SLUICE GATE ���j�� � I - i<ruic R%'e -- SEE DETAIL "A" �,� _ SEE DETAIL "A" - - - INV=595 � . � Ai . :l ` ��S �. N " ' ' ` ' A - . r^_ v ' :. �^. � , - ( � �' - ��' SPECIAL IATERAL 'V' DITCH I � I�l `/ �SPECIAL LATERAL 'BASE^fi YCH �' /CLA55 B RIP RAP SEE DETAIL "F" �� \ i U1 U I � �' SPE CUT DIT�7 / SEE DETAIL "L" -� � � ��- // � � W�GEOTEXTILE �7 ' SPE IAI� CUT �ITCH J EST 4 TONS � SEE E7�IL "A" m J I� SEE AIL "A" / `�^ o. / � i � t: �� a � 1 C I RIP RAP EST 5 5Y GF J m I v:� � . % fJOO� T,APE��� . '� _ �/ � `q6M�' �,rcP OTE%TILE SEE DETAIL „O" m c r^' � i � EE DETAIL „P" � u � ��� � i � p`Oa / MARSHA ALTMEYER \ . �� �'f /)S % ,o��P DB 3389 PC 224 � �, ; �� � ,;:� i � �g �B 3389 PG 220 � � �� CL4S5 6 RIP RAP � 3 - \ ,r o � � �<"� rv �' W/GEOTEXTILE m �,� I \ ( // � EST 7 SV GF ,.+� /, �c��� r.!' SEE DETAIL " j 'W \ I } r \ - � ��� � I = S` � � I _ ��'r' �� � � �� —�`�� �' i , / I � ' � � i + � , � - � \ i ��, � ; , � � � -LX- ! �� /-i N as°u,o^F � w � PI Sto 16+4/.11 ��'.�,6� �� �� \ � = 5'OI' 26.4" (LTJ I _' D= l° 00' l87" / � � � L = 499.8/' � _ � � T = 250.06' '"� � R = 5.700.00' �o�� ���� � SE = SEE PLANS � � �a� � RO = SEE PLANS � � � �3 � \ � v�=i�iu� � I �� � Nr� � � '�'- . — � � � . . � / - . � � .� '�- ---. ,-y � � . � �� � � PROJECT REFERENCE NO. SHEET NO. � � � I � I � ' � U �;1����t; ; _ . . _ � � --. . . � ;� � . . . ._ . WW SHEEf NO. y -� -� � � �� � �-�A I � , - � � � ROADWAY DESIGN HYDRAULICS � ^�- �, _�•� \ lI'�� � ' � � ' � _ \� _ \ �\ \ � ' � � �/ � /�� ��� �1 1� \ \ ENGINEER ENGINEER r \ � .obs� � - � � � � � �� � �� �-� �\�� �� � �� �V � � � � - � " •�� ���, � � � � �` -- ,s�» ��� � � � �1 � � �i / ���' � ��� � ���� � �� � � x��y .� � .� � �/ oss � � �ss� - \ \ I � i , � f ��//��/i�j � j z / � \ � �P,O —_ � ��� �.� _ � � � _ �� V � � � /� � � � �- , , ��,���%/ � � � � V � � � � � ��/� �� ���� � � �� �,�� � V � � � �%/� '�' � 5����/��� � oa�'�� % �� � � � � � � � I � �, � '� _ / � � f � j / /,' � , ' �/� / �j�� - 58S�r- ' \ � . '. '� � . - - - _, _ _\ __-� I , / �/,, � �� , �� �. � � 1 � � � �, -�� i ' _ � _ i � � , -�� _= � EIP J .-/ / - � . ��'�� - � � - � -- �- . � ..., , � �_/ � � / �� 1 \ � � I ' DOCUMENT NOT CONSIDERED FINAL �� ,"»�r; .: � --. ... .�s-''� Ea-� ... I �h i' ; / �� � / � � / �% � �. � \ I I I � UNLESS ALL SIGNATURES COMPLETED � - . NCDOT.... _ .. _ .n:_.^-�r - . � , 1 /� /,i ,-/� ////�// �j� \ I ( � ruxs rne reEo ar ��" I � � � // � _ � / _ /� / � oes_ � � i r � � � ,.5 � I I � /// � / �/ � oRry,P. �a� �� � � � �� =� � � /�� �l I \ '� 1 � I � OO DRMPP����F�sE o����oaooE,z� , � , � � � �`=_ , � � _ _ , ,� �� � � � m �� ��� , , �,. ,� --- � ' �' "� � � I I � PERMIT DRAWING - N aM u ,� �� � 1 � �� � � ��b c� ��%/� ��/ � � \ �\� � � �� - �, - _ - _ - ,s` 1 � � „ -�; � _ / /5 / / /� � _ �� � � � — � � � ��� � I �,�i �� ii �� ,i��_ -� :�� ; , �" i j= �/ /� �- ` , 1� � � �� �� i ' ! � SHEET 5 OF 20 � - ; - _ � � � / � _ �. i / �ss � � � _ � � ,� � , _ � �r� I � � '�� � 1 � �// �_� , � �� f/ � / ����� 1 I � � � � � � , � � � � ; � � � l � � / i � � //�. i � � , / �^ �� , , � ,. . - � _ � � . . ., . � . . . . � _ p65 � � � � � � _ � . _ r �' � � � ' � � � � � � � � � � � I � � / � � , ��� - � '�� � - � � � � � � ,������' � ; ��� `� � `� � � I � �1 � � � � 1 � � � � _ �� — �� _-; � ��s��„ – - � i , � � � � — � � - , �� — 1 ^I P / �, / � � 1 � I � / i = ��,r� ���, - �' �- � -- � �, � . ' � � . ��� � � �� � , r I ��� f-,f`v,-� '��������� ��� � ' - � - � � `'''__ � \ � CLASS i RIP RAP � 'i1 , � � y . 1 1 I I � � / � I 1- � � w �eorexlae I �i -SA � � �� ; , ? � ', �, ��" � � ��, .���,i� � � W � �� � Rvrica.y ,r �' = i F eo 00 � W . - i � SEE f�ETAIL „�„ ' � . � � �. I � � � 130,00' LT . . 5 � / _ V..� V..� I 1 SITE 1 < �� i _ — c R _ c _ � I _ 2 � , ', , � `� - Z �I � � < _ _ , _ W N . i 5� L4TERAL . CLaSS 13 RIP RAP: � . - � �s �l- i • �� � . w I ' HEAOWALL W' E DETAIL 1" I I . � I I W,GE07EXIILE � � � ..� ^� ' ' ' I I . `� ���' . - - - . . N �r hECIAL V DIT M , � � ZW � 'SEE DCTAIL O., . , � . � . i .. . . \ .__. _ - .. . ��, - J , W p i `I, � I LX- POC Sta.18+90.85 - Henowa�� w f�. � ,� �4 � '� cl, r� o eia eaa � � ` A\ � N u� (/% ISEECD AILTnDITCH INVINCDOTQ I � CLASS B��RIP RAP ���,.� ':� -L- PQT .5�0.20%-1-99.�l6.27`RT L � RIP RAP �-�-'r'r , I ,ESi - _.. \ m � formerly $WATHMORE FARM � � SEE �ETnI� ^O 7� I � � . . W/G�OTEXTILE . 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I SHEET NO. �Lr^ - -- -- — � RNJ SHEET NO. �-) � U � - l� /,� .,� -1- ROADWAY DESIGN HYDRAULICS - ENGINEER ENGINEER \ / 1 ��I��,I, E I —!�_� � �_ �j �� �� dN�C�NIIA�ILIE ]E 1P1L2�N� =\� � 1,� ! ���0 DO NOT [�SE �OR AW qCpU19ITiON y � �� Y � � / / ; ,1-.. ,i _.� � DOCUMENT NOT CONSIDERED FINAL � � �j;� � � � UNLESS ALL SIGNATURES COMPLETED � S ITE 6 � ; � � % � ,�, � `�J / � PERMIT DRAWING Q10=0.35CFS V10 = 1.81 FPS INV = 604.00 C _ _ -- — — — — ` \ - . � %\ ----- -- \�� F -- ------—_ �_ _ — — — � ��a9��1 E � � 1:1 ___ _ - � � � _ ` _ _ — - ___� _ ' - __= -._ =.. 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R:���, , � , , l�t��������������������l�� ■■���■�■�■■■■■■■■■■■■■■■■I��I�I�It������������a►\■■■■■■■■■■■■■■■■■■■ l�,.�����iiiii�=»»eS�Js���■���r�������■�����������ae���eee�������lJ,� ■��■■����■■■���■■■■■�■■■r�������i�����i�ii�r■■�i��■■■■■■■■■■■■■■■ l�..�.l�■����■■■■■■■■■■■■■■■■■■������ : � �a■��������������������������l�..� �����������■����■��■����■������SL������������������������������■■ ���e�������e�����E���������������������������E�����e�������e���■ 0 5 10 PROJ. REFERENCE NO. SHEET NO. Irrf:r_r I U-3109B X-19 1 0 1 0 1 0 1 0 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 19 OF 20 � � T A D ° .o� o.oz � E H IZ D 3 ��� L A I G - :, = 3� :� - 09. 5 � - - - - 3 � � C� l� E L L I �I I� W d � in .J �� � O• O �o L aT � "C ��?'� 10 10 10 10 10 10 1 1 10 10 10 10 10 10 _CCv 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 -L- 207+00/208+15 12'X6' RCBC 0.02 < 0.01 155 20 1 -L- 207+00/207+50 Bank stabilization < 0.01 51 2 -L- 226+82/227+21 Bank stabilization < 0.01 < 0.01 12 10 3 -L- 233+50/235+77 42" RCP-III 0.04 < 0.01 286 20 3 -L- 235+56/235+77 Bank stabilization 0.01 21 4-5 -L- 246+16/246+70 30" RCP-III < 0.01 0.01 < 0.01 126 10 6 -L- 250+61 /251 +17 30" RCP-I I I 0.06 < 0.01 < 0.01 7 -L- 255+17/256+42 36" RCP-III 0.16 < 0.01 0.02 TOTALS*: 0.23 < 0.01 0.03 0.09 < 0.01 652 60 0 *Rounded totals are sum of actual impacts NOTES: Revised 2016 09 09