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Home My WebLink About20151080 Ver 1_Revised B4948_permit drawings_20160217Herndon, Mason From: Rivenbark, Chris Sent: Wednesday, February 17, 2016 10:44 AM To: Herndon, Mason; 'sarah.e.hair@usace.army.mil' Cc: Merritt, John S Subject: RE: B-4948, Columbus County Attachments: Revised B4948_permit drawings.pdf The revised permit drawings for B-4948 are attached. Terminology in the impact summary table was revised though actual impacts did not change. The proposed riprap underneath the replacement structure is no longer proposed which is shown on the revised drawings. I'm assuming this will not require a permit mod after all but wanted to send to you both just in case. I apologize for not getting this to you sooner. Chris Rivenbark NCDOT-Natural Environment Section (919) 707-6152 From: Rivenbark, Chris Sent: Wednesday, February 03, 2016 11:19 AM To:'sarah.e.hair@usace.army.mil' <sarah.e.hair@usace.army.mil>; Herndon, Mason <mason.herndon@ncdenr.�ov> Subject: B-4948, Columbus County Bridge 144 over Soules Swamp on SR 1429 You both issued permits in November however we're likely going to see revised drawings calling for the removal of the rip rap around the bridge ends on this project which will require excavation impacts. Our review date is 3/1/16 so we'll ask you both to help us if at all possible. I just wanted to give you both a heads up and we'll forward you what we get ASAP. Chris Rivenbark Project Development & Environmental Analysis Natural Environment Section North Carolina Department of Transportation 919-707-6152 office crivenbark(a�ncdot.gov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 � � � Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. V� Zt (7 : Z' Z_ �n (7 ', oZ ��VQ� d U c ., � V W O � � � � •� � V � � O V STATE OF NORTH CAROLINA DIVISION OF HIGHW�IYS COL UMB US CO U1�lTY LOCATI0IV: BRIDGE NO.144 OVER SOULES SWAMP 011t SR 1429 (OLD PI11tE LOGGIIIIG ROAD) TYPE OF WORK GRADIIVG, DRAINAGE, PA VI11lG AND STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT NOTES: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD —. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. ][I��1�1[1P1LlG�C1C+ 1[�IL.�I`7� Dm N✓JT LSE FOR RAW ACQUISITIO[�' lE�l[�lE1L,d1Mi d�.�lEbSY 1E��.A�l�,y� DO NOT USE FQJR CONSTRUCTION Z ,o (J oZ sU WETLAND AND SURFACE WATER IMPACTS PERMIT 50 0 25 50 SCALEo I"= 50' HORIZo ENLARGED PLAN VIEW SITE 1 TOTAL PROJECT LENGTH: 0.152 MILES PROPOSED BRIDGE: TWO SPAN: 2@ 41'-2Y2" (21" PCCS WITH 2 VERTICAL ABUTMENTS) EXISTING BRIDGE: 3 SPAN BRIDGE: 1@78'8", 1@18'3", 1@18'9" PROJECT REFERENCE NO. SHEET NO. B-4948 4A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY FLANS DO NOT USF. FO CONSTRUCTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS COLUMBUS COUNTY PROJECT: �010�.1.17 (B-�9�8) BRIDGE N0.144 OVER SOULES SWAMP ON SR 1429 (OLD PINE LOGGING ROAD) SHEET OF PERMIT DRAWING SHEET 5 OF 8 GLIS.� LEGEND --w�a--- WETLAND 80UNDARY � DENOTE$ FILL IN W ETLAN D � DENOTES HAND CLEARING �DENOTES PERMANENT IMPACT$ IN $URFACE WATER Z ,o (J oZ sU WETLAND AND SURFACE WATER IMPACTS PERMIT 50 0 25 50 SCALEo I"= 50' HORIZo ENLARGED PLAN VIEW SITE 1 TOTAL PROJECT LENGTH: 0.152 MILES PROPOSED BRIDGE: TWO SPAN: 2@ 41'-2Y2" (21" PCCS WITH 2 VERTICAL ABUTMENTS) EXISTING BRIDGE: 3 SPAN BRIDGE: 1@78'8", 1@18'3", 1@18'9" PROJECT REFERENCE NO. SHEET NO. B-4948 4A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY FLANS DO NOT USF. FO CONSTRUCTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS COLUMBUS COUNTY PROJECT: �010�.1.17 (B-�9�8) BRIDGE N0.144 OVER SOULES SWAMP ON SR 1429 (OLD PINE LOGGING ROAD) SHEET OF PERMIT DRAWING SHEET 5 OF 8 GLIS.� LEGEND --w�a--- WETLAND 80UNDARY � DENOTE$ FILL IN W ETLAN D � DENOTES HAND CLEARING �DENOTES PERMANENT IMPACT$ IN $URFACE WATER BM#1 —L— STA. 10 + 74.10, 25.33' LT RR SPIKE IN BASE 18" HARDWOOD ELEV. = 72.86' WETLAND AND SURFACE WATER IMPACTS PERMIT V — � — � BR/DGE HYDRAUIJC DATA DES/GN D/SCHARGE = 700 CFS DES/GN FREQUENCY = 50 YRS DES/GN NW ELEVAT/ON = 70A fT BASE D/SCHARGE _ 1580 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 70.55 FJ" OVERTOPP/NG DISCHARGE = 2300 CFS OVERTOPP/NG FRE�I/ENCY= 500+ YRS OVERTOPP/NG ELEVATION = 7/A FT DATE OF SURVEY = 3//3/�/4 WS. ELEVAT/ON AT DATE OF SURVEY = �•`% � � � PROJECT REFERENCE NO. SHEET NO. B-4948 5 � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY IDLANS PO NOT USE FO CONSTRUCTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS COLUMBUS COUNTY PROJECT: �010�.117 (B-�9�8) BRIDGE NO. U�d OVER SOULES SWAMP ON SR 1429 <OLD PINE LOGGING ROAD) SHEET OF PERMIT DRAWING SHEET b OF 8 iC�i� -- STA. 17 + 93.81 -L- STA. 18 + 6.19 0 0. wQ o o PI = 15+25.00 PI = 18+15:� BRI�GE �iSTA.18+35 -L- PI — 20+65.00 n a + � EL = 70.72' EL 73J0' 2 a 41'-2/4 c21' PCCS) EL = 71.97' u+ + N �?� VC = 250' VC = 260' SKEWV9R�TICAL ABUTMENTS VC = 220' � cv � K=. 189 � K 151 K— V 138 8 0 Z� I I � � � G P E L E V. = 7 3. 1 6 —_ � F I I 8 0 . .. _� . _ ... . . �> . . . . . � � � . . , . . , _�.y� w , � I , . , . � w CO J W W I W --(—)0.6800% + 0.9000% —�---'-- (+)1.0259% —" .��.��_��.��_� �� _�' 7� (-��.30�� 3 a 1329� _—__—_ �+�0 0/ _= 7� 5 �. � _ . � _'_ , ELEV.= 65.6 *, � �-��3� o o.a - osoi ---J � � � ----- -- ---- �+ �i 9zi 1 I ELEV.= 651 60 � �✓ � � � 60 .. _ _ . U N N 1� tp O 1� . �+� O b + p ~ N� Z N� N, ti p N 50 � myW � W W�W 50 i _ r F � � � � ,_ i i i ELEV.= 65.3 - . � WSEL =� 67.4 (3/13/2014) F' J EIEV. = 64.9 � V0 O O � p + tG Z - -G a W m N W � ' SITE 1 _ 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 �� t oi u �o r�lq -L- PL�iN V�Ew $�F� SHECI� � 20+00 21+00 22+00 23+00 24+00 8o CLEARING � 75 70 - - - - - - - - - - - - - 65 ------- 60 WETLAND AND SURFACE WATER IMPACTS PERMIT FILL IN WETLAND �0.020 �0.010 3;1 /� ----------------_. __- � � � � � � � � � � � � � � 75 70 65 60 55 50 45 40 35 30 25 20 /5 /0 n � � � 5 0 5 SITE I X-SECTION STA 17+50 -L- ao 75 ------------- 70 65 60 � � � � � � � � � � � � � � l0 /5 20 25 30 35 90 45 50 55 60 65 70 75 LEGEND �DENOTES FILL IN WETLAND INCOMPLETE PLANS DO NOT U9E POR N/W ACQU191TtON PRELIMINARY FLANS DO NOT USE FOR CONSTRI%CTIOIV 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 / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+43 TO 20+08 Roadway Fill 0.07 0.10 18+10 and 18+60 Bridge Con./Rem. 0.02 71 TOTALS*: 0.07 0.10 0.02 0 71 0 *Rounded totals are sum of actual impacts NOTES: TN Revised 3/12/13