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HomeMy WebLinkAbout20140090 Ver 5_U2579B Smith Creek culvert drainage revision_20190214Wanucha, Dave From: Sent: To: Cc: Euliss, Amy Thursday, February 14, 2019 11:15 AM Wanucha, Dave Lastinger, James C CIV USARMY CESAW (US) (James.C.Lastinger@usace.army.mil); Lauffer, Matthew S; Kiser, Marcus K; Wyrick, Scott D; Nifong, Johnny R Subject: RE: U2579B Smith Creek culvert drainage revision Attachments: U-2579B_Permit_Drawings_(2019-01-11).pdf I attached the wrong plans earlier. Please keep these instead. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 336 747 7802 office aeuliss ncdot.qov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 . ���x .. t:. x �., �. ��� ;r� , . �� # � x� � rx�� �: £� *�t t� �: �r � � �. � rE x� From: Euliss, Amy Sent: Thursday, February 14, 2019 7:23 AM To: Wanucha, Dave <dave.wanucha@ncdenr.gov> Cc: Lastinger, James C CIV USARMY CESAW (US) (James.C.Lastinger@usace.army.mil) <James.C.Lastinger@usace.army.mil>; Lauffer, Matthew S<mslauffer@ncdot.gov>; Kiser, Marcus K <mkkiser@ncdot.gov>; Wyrick, Scott D<sdwyrick@ncdot.gov>; Nifong, Johnny R<jnifong@ncdot.gov> Subject: U2579B Smith Creek culvert drainage revision and SMP Dave, We updated the stormwater management plan (SMP) and some of the drainage on the plan sheet for the Smith Creek culvert. I have attached the revised plans and SMP. No changes were made to the impacts. Please keep these for your records. Thanks. 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LINED WITH GLA55 40, 4.75" ARMORFLEX 1 � ` �, - 7� _ _ � _ _ -' d= 2 Ft. � ' � � - - -/ RCBG WHERE THEY INTERFAGE � � % -� 4= _ _ ��1 �\ IN m � � i — SLAB WITHOUT COVER SEE DETAILS ON SHEET 2D� - 2D-10 � '" � ___ r �, �� �� I � � � � � V �� � ' ` ° - � ' __ a ` � � � , , � � - , � _ — \ � � �-Y -' (L � � ' ype of Lfner= Closs B' Rip-Rap , � � s=on�h slap � . � .- - .- , � � I I I � � / ¢ novo � ou�i /i ___ e � � � � \ / � � i i � I srq , ,. �r - � — ,� . �� � AV� � � �. � ��, , _ � � F�R -Y4�B �PROFI�E SE€ SH€-€T ��-�Fy FROM STA. 53+05 TO 53+85 -Y4- LT III�I I�� 1 * .I�= I I r / � \ T� - ¢ '�// -- - � \ 1 � � /� _ / _ I f \ � WETLAND PERMIT IMPACT 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 / T e Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft 1 28+00 -Y1- ROAD FILL 0.03 < 0.01 0.02 0.02 142 2 16+00 -Y1 RPD- ROAD FILL - INTERMITTENT 0.01 109 ROAD FILL - PERENNIAL 0.02 208 STREAMBANK STABILIZATION < 0.01 < 0.01 10 37 3 21+56-25+22 -Y1- 2 7'x6' RCBC 0.06 < 0.01 438 33 3A 17+36-21+53 -Y1- DETOUR - ROAD FILL 0.08 545 3B 20+55-21+32 -Y1- DETOUR - ROAD FILL 0.03 194 4 501+51-503+21 -L- ROAD FILL 0.03 < 0.01 493 18 STREAMBANK STABILIZATION < 0.01 < 0.01 9 31 5 503+85-507+80 -L- ROAD FILL 0.05 < 0.01 740 22 5A 507+39-509+64 -L- ROAD FILL 0.01 306 6 523+00 -L- ROAD FILL 0.03 < 0.01 0.02 < 0.01 312 42 7 527+00 -L- ROAD FILL 0.52 0.01 ROAD FILL-POND 0.59 8 559+75 -L- 2 10'x6' RCBC 0.06 < 0.01 442 53 STREAMBANK STABILIZATION < 0.01 < 0.01 58 44 9 560+75 -L- ROAD FILL 0.03 0.01 10 560+50-568+74 -L- ROAD FILL 0.01 0.07 < 0.01 783 22 10A 566+g4-572+75 -L- ROAD FILL 0.05 684 11 615+00 -L- 3 10'x9' RCBC 0.43 0.02 808 57 11A 19+76-21+44 -Y4RPBD- CHANNEL CHANGE 0.08 0.01 223 41 12 15+g4-18+g6 -Y4RPBD- CHANNEL CHANGE 0.01 0.02 88 205 SUBTOTALS�: 0.62 < 0.01 0.05 1.53 0.19 5853 1344 "Rounded totals are sum of actual impacts NOTES: Revisetl 3112113 WETLAND PERMIT IMPACT 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 / T e Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft 13 20+00-21+40 -Y4RPBD- ROAD FILL 0.33 14 629+g5-635+g0 -L- ROAD FILL 0.04 0.05 688 15 636+32-641+55 -L- ROAD FILL 0.18 0.04 332 ROAD FILL-POND 2.38 15A 644+00-645+00 -L- ROAD FILL < 0.01 108 16 643+56-644+61 -L- ROAD FILL < 0.01 104 ROAD FILL-POND 0.16 17 663+65-667+00 -L- ROAD FILL 0.09 < 0.01 0.06 928 18 667+15 -L- 3 12'x10' RCBC 0.06 0.02 377 67 STREAMBANK STABILIZATION 0.02 0.01 80 59 19 668+50 -L- ROAD FILL 0.47 0.01 20 687+g0-691+59 -L- ROAD FILL 0.03 163 ROAD FILL-POND 0.85 450 21 22+50 -Y1- ROAD FILL 0.02 22 40+50 -Y4- OUTLET PAD 0.01 23 * - - 23A 44+95-45+18 -Y4- ROAD FILL < 0.01 57 23B 45+07-46+34 -Y4- ROAD FILL 0.01 135 24 80+73-81+57-Y4RPBD- ROAD FILL 0.02 202 24A 80+50-81+51-Y4RPBD- ROAD FILL 0.06 25 37+31 -Y4RPA- 30" RCP < 0.01 73 STREAMBANK STABILIZATION < 0.01 < 0.01 21 16 SUBTOTALS`: 1.20 0.02 3.67 0.03 3268 142 450 �Rounded totals are sum of actual impacts NOTES: Revised: 5-18-14 SEE SHEET 64 FOR PERMIT IMPACTS QUANTITIES FOR SITES 23 AND 23A. PREVIOUS IMPACTS FOR SHEET 63 FOR PERMANENT SURFACE WATER IMPACTS: 3.77 AC, TEMP. SURFACE WATER IMPACTS: 0.9 AC, EXISTING CHANNEL IMPACTS PERMANENT: 3422 LF, EXISTING CHANNEL IMPACTS TEMP.: 263 LF Revisetl 3112113 WETLAND PERMIT IMPACT 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 / T e Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft 26 29+16-31+12 -Y4RPC- ROAD FILL-POND 0.38 27A 104+62 - 107+53 -Y4- ROAD FILL 0.02 205 27B 107+60 -Y4- 42" WELDED STEEL 0.05 0.01 < 0.01 130 14 27C 107+58 - 108+44 -Y4- 30" RCP < 0.01 116 28* - - - 29 145+62 -Y4- ROAD FILL < 0.01 30 64+34 -Y4- STREAMBANK STABILIZATION < 0.01 28 31 557+28 -L- STREAMBANK STABILIZATION < 0.01 21 Permit Modifications* 23 44+10 to 47+g6 -Y4- 3 8' x 9' RCBC Extension 0.06 151 Streambank Stabilization 0.02 0.05 3g 121 28 47+g6 to 56+g5 -Y4- 2@ 10' x 10' RCBC and 1@ 10' x 8' RCBC 0.12 598 127 Streambank Stabilization 0.04 <0.01 194 SUBTOTALS': 0.05 < 0.01 0.66 0.06 1479 262 SUBTOTALS FROM PAGE 1': 0.62 < 0.01 0.05 1.53 0.19 5853 1344 SUBTOTALS FROM PAGE 2": 1.20 0.02 3.67 0.03 3268 142 450 TOTALS*: 1.87 < 0.01 0.08 5.86 0.28 10600 1748 450 "Rounded totals are sum of actual impacts NOTES: Revised: 5-18-14 PREVIOUS IMPACTS FOR SHEET 64 FOR PERMANENT SURFACE WATER IMPACTS: 0.44 AC, TEMP. SURFACE WATER IMPACTS: 0.16 AC, EXISTING CHANNEL IMPACTS PERMANENT: 865 LF, EXISTING CHANNEL IMPACTS TEMP.: 202 LF PREVIOUS TOTAL IMPACTS FOR SHEET 64 FOR PERMANENT SURFACE WATER IMPACTS: 5.73 AC, TEMP. SURFACE WATER IMPACTS: 0.44 AC, EXISTING CHANNEL IMPACTS PERMANENT: 10140 LF, EXISTING CHANNEL IMPACTS TEMP.: 1809 LF Revisetl 3112113