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HomeMy WebLinkAbout20170198 Ver 1_REVISED FINAL PERMIT DRAWING B-5679_20180517Carpenter,Kristi From: Murray, Christopher A Sent: Thursday, May 17, 2018 9:00 AM To: Alsmeyer, Eric C SAW; Ridings, Rob Cr. Carpenter,Kristi; Montague, Heather W Subject: RE: NCDOT Division 5 permit application for replacement of Bridge No. 900070 over Flat Creek on SR 1326 (Kelly Road) in Vance County; TIP: B-5679, WBS: 45634.1.1 Attachments: REVISED FINAL PERMIT DRAWING B-5679.pdf Follow Up Flag: Follow up Flag Status: Flagged Reference: NCDOT permit application (via email February 16, 2017) NCDEQ DWR Project No.: 20170198 (March 6, 2017) USACE Action ID No.: SAW-2016-00817 (May 2, 2017) Eric and Rob, The Department originally submitted a permit application for this project on February 16, 2017. We determined since then that the project is subject to the regulations regarding flood storage in the Kerr Reservoir. The design firm has had to revise the plan and design to comply with the flood storage regulation. Note the following that provides information on the plan and design revisions: • Since this site is on federal property within the watershed of a reservoir, Army Corps of Engineer requirements state that no projects can result in a net fill that could reduce the capacity of the reservoir. The original design did not meet this requirement. • The original bridge design had one-span bridge with a deeper superstructure depth than the existing bridge, and the roadway section required fill due to the deeper structure depth. The revised design went to a two-span bridge with a shallower structure depth. The two-span bridge allowed lowering of the proposed profile, which now matches very closely to the existing grade and eliminates the approach fills. • The revised design also had a shorter overall project length, which also reduced fill material required. • A cut ditch was added on the right side at the end of the project, which also reduces the amount of fill. • The combination of the design revisions discussed above revised the overall earthwork from a net fill to a net cut, which satisfies the Army Corps of Engineers requirements prohibiting a net fill. • Plan changes are as follows: Revised bridge design as discussed, revised roadway profile, minor tweaks to roadway horizontal alignment. • Galen Cail (NCDOT Hydro Unit) has been coordinating with Shannon Crews and submitted a package for her to review. It appears that the package has been accepted and plans have been sent to the US right of way office for execution of the easement. The Department is submitting the attached revised permit drawing package that depicts the above-mentioned revisions. The revised plan results in a decrease in both permanent and temporary wetland impacts and an increase of temporary stream impacts due to the need for an in-stream temporary causeway to provide access to the interior drilled shaft. We apologize in advance for having to revisit this issue. Please advise if your office will need to provide revised permits to cover the revised impacts. Thanks, Chris Christopher A. Murray, PWS Division Environmental Supervisor Division 5 (919) 220-4633 office cmurravCc�ncdot.qov NCDOT-Division 5 2612 N. Duke Street Courier: 17-27-03 Durham, NC 27704 From: Murray, Christopher A Sent: Thursday, February 16, 2017 10:05 AM To: Alsmeyer, Eric C SAW <Eric.C.Alsmeyer@usace.army.mil>; Ridings, Rob <rob.ridings@ncdenr.gov> Cc: Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov> Subject: NCDOT Division 5 permit application for replacement of Bridge No. 900070 over Flat Creek on SR 1326 (Kelly Road) in Vance County; TIP: B-5679, WBS: 45634.1.1 Eric and Rob, NCDOT Division 5 proposes to replace Bridge No. 900070 over Flat Creek on SR 1326 (Kelly Road) in Vance County. Note that this is part of the State Funded bridge program; however, there is some Federal participation in the funding. The following information is attached as part of this permit application: Bridge Data Sheet NCDENR-DWR Application Stormwater management plan Stream/Wetland permit drawings Please contact me if you need additional information. Thanks, Chris Murray Christopher A. Murray, PWS Division Environmental Supervisor Division 5 (919) 220-4633 office �_m� u irir�.Y � u� � d r� t. � NCDOT-Division 5 2612 N. Duke Street Courier: 17-27-03 Durham, NC 27704 I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, � �j����� ���, Norch Carolina Department of Transportation 5 tt �rn itivaxt�e I . . ._ Highway Stormwater Program �;1' STORMWATER MANAGEMENT PLAN -_ - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45634.1.1 TIP No.: B-5679 County�ies): Vance Page 1 of 1 General Project Information WBS Element: 45634.1.1 TIP Number: B-5679 Project T pe: Brid e Replacement Date: 3/19/2018 NCDOT Contact: Galen Cail, PE Contractor I Desi ner: Reid B. Robol, PE Address: 1020 Birch Ridge Road Address: 1151 SE Cary Pkwy Raleigh 27610 Cary, NC 26518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Henderson Count ies : Vance River Basin s: Roanoke CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.10 Surroundin Land Use: Forested, Rural Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.6 ac. 0.5 ac. Typical Cross Section Description: 2@ 11' lanes with 4' shoulders. 2@ 10' lanes with 0.5' shoulders. Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 1880 Year: 2025 Existin : 940 Year: 2012 General Project Narrative: State project B-5679 involves the replacement of the existing NCDOT Bridge #900070 on SR 1326 over Flat Creek. Bridge #900070 consists of 1@30'-4", 1@30'-0", 1@30'-4" (Description of Minimization of Water pre-stressed concrete channels on concrete caps on timber piles. Proposed Bridge #900070 will consist of 1@55', 1@45' 21" Cored Slab with 4'-0" Caps. The proposed Quality Impacts) crossing is located Zone AE of FIRM Map number 3720196600J and was studied by "Limited Detail" methods. One stormwater outfall is proposed and a rip rap pad will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Flat Creek NCDWR Stream Index No.: 23-8-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge 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) � � •� � V � � O V See Sheet 1 A For Index of Sheets See Sheet 9B For Conventional Symbols �o SgE3R�l f ���E �"IC',���IEe �I� ���`�°lN-�II �'�,�ll � ��1T�,li�s� ]�1I�?1I�1_I��.l`� '�1—a l_�1I���.s����� T�A1�lCE CO U11lTY LOCATION: BRIDGE 1110. 70 OVER FLAT CREEK 0111 SR 1326 (KELLY RD.) TYPE OF WORK GRADING, DRAIIVAGE, PAVIIVG, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TlP PROJECT B-5679 —L— POC STA10+50A0 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � � ,�, �� BEG� � —L— POT� E- R.. �A¢K PERMIT DRAWING SHEET 1 OF 7 � - SRS 2011 NA� 83iN 1 �„�� -------- ��-�z Fa� •� f* � ����:��:���� . f �a s��fStfx��p:/#aps:�tJ k�.���s1e�.:::r1 i��sY4'f��i�1�-Yas *�:� �� , ____,_� �n�.�..`.�ts.s����y..�.,r��t--x_:x.�x:a_��:r� ��°� �4`�y4 ��4.��y */xt�ttszlt�.i�dh �_ i t t �it-+�= -�� - - END TlP PROJECT —L— POT STA20�M TO SR /329 (STAGECOACH RD) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGM DATA PROJECT LE11tGTH Prepared ;n tne ofJices oJ.� HyDRAULICS ENGINEER 50 25 0 50 100 LENGTH ROADWAY TIP PROIECT B-5679 = 0.161 mi. ��� E�!'� � T� "``",� ���� ADT = 940 t�.�, �,COLOGICAL �� � V= 50 MPH LENGTH STRUCTURES TIP PROJECT B-5679 = 0.019 mi. �e�" �" ����- ENGINEERIIVG @�� ���� PLANS - 2012 STANDARD SPF.'CIF7CATIONS .� � CLASS = RURAL TOTAL LENGTH TIP PROJECT B-5679 — 0.180 mi. Y,E, LOCAL RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNA7URE: w� � 50 25 0 50 100 � � $UBREGIONAL TIER SEPTEMBER 23, 2016 rxo�scr eNcrnEsx ROADWAY DESIGN ENGINEER �� � PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, EI ��°.��, ���@ COMPLETE: PROJECT DESIGN ENG7NEER �� QW���� �0 5 � �0 20 LETTING DATE: LISA GILCHRIST, EI NCUOT CONTRCT P.E. PROFILE (VERTICAL) JUNE 9.2017 sicx.arcns: � �T3'3�U�4 ��a� �13�a� �= 8' 4/' lBT IRTI �_/3' 02' S8.9" (RT) �_/3' 08' 11.8' (RT) — D= E l6' 38.4' D= l0' 09' S4.8' D= 8' 07' 407' L= 138.4/' L= 12838' L= l6/B2' r= ss.�a� r= s4.a�� r= sim R= 9/2.74' R= 563.64' R= 70492' SE = EXIST. 0 N Z 0 N � K V m S U� d H W 3 E 2 } DETAIL 1 BANK STABILIZATION i Noi �o s�diel 3.0'min. z.o NWS � GEOTEXiILE iyye oFL�ner= CWSS IIPIPRAP FROM $TA 15+59 TO STA 15:7u -L FROM STA 15+89 TO STA 16+38 -L- DETAIL 2 STANDARD 9ASE DITCH � No: �o s,:�i,l Gro�,o� ,ai und :� �;� Gro�nd d o ceo�e.��is g Min. D= 1.0 Ft. Mux. d= 1.5 F1. wi.en 9�t : 6.0' 8= 2.0 FI. Tvoe ofU��er= ClASS B RIP PaP FROM STA.17+50 TO STA. 19 i �0 -L- RT DETAIL 3 I'OE PROTECTION i N i �o s<�ie� \ �y< Na��rol ,L.\ �;�5\ope Ground b , i.Ji d d= 15 Fl b= 3.� H. Geo�e.iile Typc of Liner= CUSS B RIP RAP FROM STA. lti - 6A TO STA. 17 -- OA -L- LT DETAIL 4 TEMPOR.4RY CA�USEWAY iN ELEv- CW55 B RIP P�P NG _ _ NG� _ GEnTErILE CV�55 il RIP P✓.P � 83/P15R5 Z��l PROIECT REFERENCE NO ENGINEER � 1 € � v,�, ���: I PERMIT DRAWING SHEET 2 OF 7 SHEET NO. IYDRAULI�CS ENGINEER �ECOLOGICAL CNGINGLRING 5�� �� ���� 0' S0' CALE � DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY FILL IN WETLAND �DENOTES TEMPORARV IMPACTS IN SURFACE WATER �`�SITE 2 � O NOTE: THE CONTRACTOR SHALL COMPETELY REMOVE ALL EXISTING AND HISTORICAL BRIDGE COMPONENTS. THE REMOVAL OF THE EXISTING BENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING BENTS AND INSTALLATION OF THE BANK STABILIZATION ON THE SOUTH BANK. ALSO, THE CONTRACTOR MUST REMOVE THE TEMPORARY CAUSEWAY AND RETAIN THE RIP RAP ON THE NORTH BANK FOLLOWING DETAIL 1. RIP RAP SHALL BE KEYED IN. POR -L- PROFILE,SEE SHEET 5 FOR S7RUCrURE PUWS,SEE SHEETS S-ITHRU 5-20 � �T3'3�U�4 ��a� �13�a� �= 8' 4/' lBT IRTI �_/3' 02' S8.9" (RT) �_/3' 08' 11.8' (RT) — D= E l6' 38.4' D= l0' 09' S4.8' D= 8' 07' 407' L= 138.4/' L= 12838' L= l6/B2' r= ss.�a� r= s4.a�� r= sim R= 9/2.74' R= 563.64' R= 70492' SE = EXIST. N O 0 � DETAIL 1 BANK STABILIZATION i Noi �o s�diel 3.0'min. z.o NWS � GEOTEXiILE iyye oFL�ner= CWSS IIPIPRAP FROM $TA 15+59 TO STA 15:7u -L FROM STA 15+89 TO STA 16+38 -L- SITE 1 .\ �\� `� ��...� � ' �\ \ �. .. .,\�.\ -. \\ .. �� � � A -� �� �~�� __" ; -_,.. � � '-�,���--��_BMI E'L€YATION- 322.14 --L . m- �N- 96615} - � E 6f581—� (� L TAT�ON 11+56.00 T � �� � SPIKE IN 10� (1AK / _ : �. %•... . , . . � ���. . � / :. - . � � -' LL \ � / -F'" �j �: . . {_� W DS- i ///"j j _��c - � II I ���`���) � �=; l � I � � � � , i � / ��. � i i �� � i � � � � i � � / � �� � " i .i / /. / / / ,' i � I � / � DETAIL 2 STANDARD 9ASE DITCH � No: �o s,:�i,l Gro�,o� ,ai und :� �;� Gro�nd d o ceo�e.��is g Min. D= 1.0 Ft. Mux. d= 1.5 F1. wi.en 9�t : 6.0' 8= 2.0 FI. Tvoe ofU��er= ClASS B RIP PaP FROM STA.17+50 TO STA. 19 i �0 -L- RT DETAIL 3 I'OE PROTECTION i N i �o s<�ie� \ �y< Na��rol ,L.\ �;�5\ope Ground b , i.Ji d d= 15 Fl b= 3.� H. Geo�e.iile Typc of Liner= CUSS B RIP RAP FROM STA. lti - 6A TO STA. 17 -- OA -L- LT � CLASS 6 RIP RAP \ •,� EST 1 TONS � \ E\ SY GEOTEXTILE s,. sr\ \ \ ,s���� � � � � � � � SITE 1 � ��� � � � � � � ts„ �-Y�� � � � � 3 � W�ELBOWS �� � � � � �� �c t � � � �i � � � � � �, I aaot R � nao� � F � u; ��� 1 V �') N O\ p ���'� J � o O O O,. �_'l�l- I!i� O �_--_ ------- � F-�15 � � (?,aoa ecN io R—_ _ .e�.�,� J � �- FLAT CREEK 5 � ���'`L._. 15�.�\ / ,. / i: /s '// i�;', ,-// �:� a �� , /�: / �� �,..- j/ �. �� �.. j / : /: �; �`�SITE 2 � ,..�� �.. ._.., DETAIL 4 TEMPOR.4RY CA�USEWAY iN ELEv- CW55 B RIP P�P NG _ _ NG� _ GEnTErILE CV�55 il RIP P✓.P � 83/P15R5 Z��l PROIECT REFERENCE NO ENGINEER � 1 € � v,�, ���: I PERMIT DRAWING SHEET 3 OF 7 O N S�\ (4' � - � ELEVATION 309.99' ��. �I. I �. � .....� � -\_ ✓ c c9F� �� .'-645 �E 21�1586 . � �� ��, " I i91q �6-35 b0 6�' L FT -� „ ' IN ?0' SYCPo1C':��_. �� � s � rTEMPORARY CAUSEWAY ` \ � �- / SEE DEfAIL 4 -� CLA55 II RIP RAP (TYP) � "\ �y ���...I � ��. S, / � TOE PROTECTION SITE 2 '-'/ � / 1 ' ' SE�E �5ETAIL 3 �- �/� / -C.'4. 3� �'�x?.r- - - - -� 4 � �' / � / . . - . ��� �E�T T �� ��ic �c� �' . .... a � � � E#r ��s�k dEokEMri[� � � � � � � � � l $i / � � � � � � � � t � � t � � � � � � � � ��� � � � � � � � t � � � � � � i � ic � � a /�r ������������ � ����� tr�.c���"5e�� Y�i . . SHEET NO. IYDRAULI�CS ENGINEER �ECOLOGICAL CNGINGLRING 5�� �� ���� SCALE 25' 0' S0' INSET SCALE � DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY FILL IN WETLAND �DENOTES TEMPORARV IMPACTS IN SURFACE WATER �����-��������������� __�z,.�__ s�- �*����iFit ������������������������������� �������� ` ������.�.��������� ����������-�s�-l��rr.�-'-�+-� � —e�n_ — _ — — _ — — — — _ �a�.r_ _ _ _ — . � _ F � — � —F ( g,�,4t����� \ /`Y Y.' 'Y i' � i' � � \ n � � � yc �[ � i 4 i �� � %������������� ���������������� �ic � it i' ic �.`�-'y-.i.�,� � - -NLe- � � - - _ _ _ BANK STABILIZATION SEE DETAIL 1 E5T 165 TONS E5T 185 SY GEOTEXTILE BANK STA8ILIZATION � i -� SEE DETAIL 1 - . � -� E5T 135 70N5 EST 160 SY GEOTEXTILE . :�� �� i � Ink� � � / �STANDARD BASE DITCH � � / SEE DETAIL 2 11 �� � EST D�E=�24_5 Cl' � L - EST 55 TONS �) ,W;�po�/ EST 120 SY � GEOTEXILE � � � SLOPE _ � SEE PROFILE � ' ( -�' �a � �' � f . I i i , / �' , � �N-' NA HAN 1'HIAINER I�ar.. V• i D6 S'2 PG 201 � CLA55 B RIP RA I ,\ EST 1 TONS � �� J EST 5 SY GE�XTILE � � � � � . FCM I6RU1cE ) / � ; . ,. .. �� ___ _ � 1!`,-r . NOTE: THE CONTRACTOR SHALL COMPETELY REMOVE ALL EXISTING AND HISTORICAL BRIDGE COMPONENTS. THE REMOVAL OF THE EXISTING BENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING BENTS AND INSTALLATION OF THE BANK STABILIZATION ON THE SOUTH BANK. ALSO, THE CONTRACTOR MUST REMOVE THE TEMPORARY CAUSEWAY AND RETAIN THE RIP RAP ON THE NORTH BANK FOLLOWING DETAIL 1. RIP RAP SHALL BE KEYED IN. POR -L- PROFILE,SEE SHEET 5 FOR S7RUCrURE PUWS,SEE SHEETS S-ITHRU 5-20 - O 5 10 PROJ. REFERENCE NO. SHEET NO. �-� B-5679 X-3 150 140 730 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 170 120 130 140 150 ` '.... 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' 1CL _L i I �-��71C 1L t L� J- �� �.�i� �-� ' I-- I- � �: �i __ .�� . ��LI�� �I-�I�� . . . . . . __ ���- ��LI�� �I-�I��� �-I����I ° s2o ��w w-w�� � �,��_ ���� w-w �_w��� y , : s2o i� ,T�, �T �-r;,,T ROW WLB ,T�-_ ��-�T �-��„T� -�,T� �— � _ _ — �� � � � _ --- -- -- - --- -- -- - --- -- -_ ���� �_��_ � _ 3:1 0.078 0.017 3.� __ , . _ _ ; r _ _ � . . . . � � , . , � , � � . . � � . , // 315.78 �� 310 i ��v----------------------- u -------- �J 0 � ------------------ � -------------------------------------------- -------- � � + 00.�� � � � , � �� � � ;� 300 I' I � I u i i. I i � LI :_: :_�� L����_ �... j_� i � �--�-��j-- i_:_� ....� i'--1--�' _!-1-I1� �i-i 300 � I I I-I ��� ��11- � I F�� 1-1 �-I ��I I-I_ �� u 1-I-I�� �� I-I- 1 I- � � _L_ x1L 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 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 15+62/16+12 -L- 1@55', 1@45' 21" CS W/ 4' CAPS 0.02 BANK STABILIZATION < 0.01 < 0.01 69 73 2 16+13/18+00 -L- LT 1@55', 1@45' 21" CS W/ 4' CAPS < 0.01 < 0.01 0.06 TOTALS*: < 0.01 < 0.01 0.06 < 0.01 0.02 69 73 0 *Rounded totals are sum of actual impacts Perm. Fill in Temp. Fill in Mech. Clearing Perm SW Temp. SW NOTES: Wetlands Wetlands in Wetlands Impacts Impacts (Sq. Ft.) (Sq. Ft.) (Sq. Ft.) (Sq. Ft.) (Sq. Ft.) Site 1 0 0 0 270 966 Site 2 178 48 2688 0 0 Total 178 48 2688 270 966