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Home My WebLink About20080540 Ver 2_Maps_20100107ZERN90C 20JECT: U-4763B - DB Construction Triangle Parkway Submii6tfi,or sl'n. O Transmittal Date: 1/4/2010 Transmittal No: 00372 Submittal No & Description: S-070 Permit Modification To: Nicole Hackler - ( North Carolina Department of Transportation (NCDOT)) From: Matt Cook - (ST Wooten/RK&K (STW/RK&K)) CC: Glen Whittington (Mulkey Engineers and Consultants) Anne Gamber (North Carolina Department of Transportation (NCDOT)) Jason Peterson (North Carolina Turnpike Authority (NCTA)) Shannon Sweitzer (North Carolina Turnpike Authority (NCTA)) Jonathan Bivens (ST Wooten/RK&K (STW/RK&K)) Mark Cole (ST Wooten/RK&K (STW/RK&K)) Matt Cook (ST Wooten/RK&K (STW/RK&K)) Jeff Meador (ST Wooten/RK&K (STW/RK&K)) Tommy Peacock (ST Wooten/RK&K (STW/RK&K)) David Peterson (ST Wooten/RK&K (STW/RK&K)) Stephen Roberts (ST Wooten/RK&K (STW/RK&K)) Keith Skinner (ST Wooten/RK&K (STW/RK&K)) CJ John Stewart (ST Wooten/RK&K (STW/RK&K)) Tina Swiezy (ST Wooten/RK&K (STW/RK&K)) Howard Woodall (ST Wooten/RK&K (STW/RK&K)) Mike Wood (The Catena Group) CC Other: Greg Perfetti - NCDOT Structures - 1 Missy Dickens - PDEA - 2 Phil Harris - NEU - 1 Victor Barbour - Project Services - 1 Drew Joyner - Human Environment - 1 Mark Staley - REU - 1 Art McMillan - Design - 1 Todd Jones - Audit - 1 Majed AI-Ghandour - Program Development - J. Wally Bowman - Div. 5 - 1 Chris Murray - Div. 5 - 1 Rob Ridings - DWQ - 1 Brian-Wren- n Gary Jordan - Fish & Wildlife - 1 Kathy Matthews - EPA - 1 Chris Militscher - EPA - 1 Travis Wilson - Wildlife Resources Comm. - 1 George Hoops - FHA - 1 Beth Harmon - EEP - 1 Submittal Type: Other 'ri .b • William K. Hellmann January 4, 2010 Emeritus David W. Wallace Stephen G. Zentz J. Michael Potter Thomas E. Mohler James A. Zito Michael W. Myers Mr. Rodger Rochelle, PE State Alternative Delivery Engineer NCDOT - Project Services Unit 1020 Birch Ridge Drive Raleigh, NC 27610 Robert J. Halbert Reference: Triangle Parkway Design-Build Project Charles M. Easter, Jr. TIP No. U-4763B Joseph A. Romanowski, Jr, Wake and Durham Counties Michael L. Krupsaw Submittal No. S-070 Lars E. Hill J. Tommy Peacock, Jr. Dear Mr. Rochelle: Martin C. Rodgers Kenneth A. Goon Please find enclosed the Permit Mod for the above referenced project from the beginning of the Richard J. Adams, Jr. project to -L- Station 200+00 (sites 1-11) and from -L- Station 225+00 to the end of the project John A. d'Epagnier (sites 15-18). Sites 12-14 from -L- Station 200+00 to 225+00 were previously reviewed and Barbara J. Hance accepted as submittal S-013. This submittal includes comments received from Anne Gamber Christopher F. Wright dated December 29, 2009. Included with this submittal are the following: Owen L. Peery Nancy R. Bergeron 1. One (1) set of revised wetland permit drawings. Stuart A. Montgomery 2. One (1) set of buffer permit drawings. David G. Vanscoy 3. One (1) letter to the Army Corps of Engineers. Henry J. Bankard, Jr. 4. One (1) EEP Mitigation Request form. James F. Ridenour, Jr. 5. One (1) Memo regarding permit takes at each site. B. Keith Skinner 6. One (1) copy of the November 24, 2009, pre-modificaiton submittal meeting Karen B. Kahl minutes. Saved A. Saadat John C. Moore Roadway plans have not been included in this submittal in an effort to conserve paper Eric M. Klein consumption given the large size of the permit mod (over 100 sheets printed over 35 times). The Todd E. Rousenherger permits and profiles themselves are basically the same as the roadway plans with additional Donald P. Lauzon information added to aid in the agency review. - Thomas M. Heil Robert D. Ostermiuer If you have any questions or if you need any additional information please contact me at Barry L. Brandt 919.878.9560. Malachi M. Mills, III James A. Burnett Sincerely, Michael Heating Michael V. Gaffney Lee C. yowell Steven L. Thomas Matthew L. Cook, PE Project Engineer Engineers I Construction Managers I Planners I Scientists William K. Hellmann Enclosure Emeritus cc: Rodger Rochelle, PE - NCDOT Altemative Delivery Unit -4 copies, 4 CDs with.pcif copies David Chang, PE - NCDOT Hydraulics Unit - I copy David W. Wallace Greg Perfetti, PE - NCDOT Structures Unit- 1 copy Stephen G. Zentz Missy Dickens, PE - NCDOT PDEA - 2 copies J. Michael Potter Phil Harris, PE - NCDOT Natural Environment Unit - 1 copy Thomas E. Mohler Victor Barbour, PE - NCDOT Project Services Unit - I copy Drew Joyner, PE- NCDOT Human Environment Unit -1 copy James A. Zito Mark Staley, El -NCDOT Roadside Environmental Unit- I copy Michael W. Myers Art McMillan, PE - NCDOT Highway Design Branch -1 copy Todd Jones - NCDOT External Audit Branch - I copy Robert J. Halbert Majed AI-Ghandour, PE- NCDOT Program Development Branch - 1 copy J. Wally Bowman, PE - NCDOT Division 5 - 1 copy Charles M. Easter, Jr. Chris Murray- NCDOT Division 5- 1 copy Joseph A. Romanowski, Jr. Shannon Sweilzer, PE - NCTA Director of Construction - 2 copies Michael L. Krupsaw Glenn Whittington, PE - NCTA Project Manager- 1 copy Rob Ridings - NC Division of Water Quality - I copy Lars E. Hitt Brian Wrenn - NC Division of Water Quality-5 copies J. Tommy Peacock, Jr. Gary Jordan - US Fish and Wildlife Service- 1 copy Martin C. Rodgers Kathy Matthews - US Environmental Protection Agency- I copy Kenneth A. Goon Chris Militscher- US Environmental Protection Agency- I copy Travis Wilson - NC Wildlife Resources Commission - 1 copy Richard J. Adams, Jr. George Hoops, PE - Federal Highway Administration - I copy John A. d'Epagmer Beth Harmon - NC Ecosystem Enhancement Program- I copy Barbara J. Hoage Jonathan Bivens, PE - S.T. Wooten - 1 copy Christopher F. Wright Michael Wood - The Catena Group - l copy F2K&K- JTP, BKS, SER, THIS, MLC, JWM, HTW, JDS, MAC, DBP 308-103 Owen L. Peery Nancy R. Bergeron MApmjecoA2008\08103_Tripkwy\AdmintSubmiu; l DocummtsaJ4763B_Cor_5-070.doc Stuart A. Montgomery David G. Vanscoy Henry J. Bankard, Jr. James F. Ridenour, Jr. B. Keith Skinner Karen B. Kahl Seyed A. Saadat John C. Moore Eric M. Klein Todd E. Rousenberger Donald P. Lauzon Thomas M. Heil Robert D. Ostermiller Barry L Brandt Malachi M. Mills, IT - James A. Burnett Brian L. Hepting Michael V. Gaffney Lee C- Yowell Steven L. Thomas Engineers I Construction Managers I Planners I Scientists STATE OF NORTH CAROLINA TURNPIKE AUTHORITY BF.VF,RLY EAVES PERDUE 1578 MAIL SERVICE CENTER, RALEIGH, N.C. 27699-1578 GOVERNOR 0 Yew R r ;'?1'4 vi0 V0 DAVID W. J6W4[ EXECUTIVE DIRECTOR December 21, 2009 Mr. Eric Alsmeyer U.S. Anny Corps of Engineers NCDOT Coordinator Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615-6814 Subject: Modification Request for the Individual Section 404 Permit and Individual Water Quality Certification for the Triangle Parkway, from NC 540 to I-40, Durham and Wake Counties, STIP No U-476311, Debit 5570 from WBS 39942.1.TA1, Federal-Aid Project No.: NHS-54(7). References: February 5, 2009 Individual Section 404 Permit, Action ID 4SAW-2006- 20445-232, Permit 4200620445 November 25, 2008 Individual Section 401 Water Quality Certification 3756 Dear Sir: In an application dated March 18, 2008, the North Carolina Turnpike Authority (NCTA) submitted an Individual Permit application for the Subject project. This application requested authorization for impacts to jurisdictional features based upon a functional design. The project had subsequently been awarded via the Design-Build procurement process. The Design-Build team modified the roadway from Station -L- 195+50 through Station 223+00 (including permit sites 12-14), presenting this as supplemental information on November 7, 2008 to be included with the original March 18, 2008 Individual Permit Application. These impacts were authorized in the 404 Individual Permit (IP) and accompanying Water Quality Certification (WQC) on February 5, 2009 and November 25, 2008, respectively. The Design-Build team has now completed their design throughout the remainder of the project, including minor roadway modifications to Sites 1-8, 10-11, and 15-18 that also required hydrologic design adjustments. Authorization to construct the project with these modifications and adjustments are being requested through a modification to the existing IP and WQC. Buffer Authorization is also requested from NCDWQ for riparian buffer impacts at Site 16 subject to 15A NCAC 02B .0267 Jordan Water Supply Nutrient Strategy- _Protection- of Existing Riparian Buffers ( ordan ake Buffer Rules)-A pre-permit submittal meeting was held at NCDENR, Crabtree Blvd on November 24, 2009 to discuss Jordan Lake Buffer Rules applicability, site-specific features, and intermittent stream mitigation NORTH CAROLINA TURNPIKE AU'rHORITI' TELEPHONE:919-i71-3000 FAX: 919-571-3015 requirements. The November 24, 2009 meeting minutes, revised permit drawings, buffer drawings for Site 16, and roadway plans are included. The roadway has been redesigned with subsequent grade changes, all of which are within the original footprint, except for Site 16. These roadway design changes resulted in very minor changes in the drainage design, resulting in a net increase in impacts. The only noteworthy changes are Site 5 and Site 16, which are described in detail below. The remaining site changes are summarized in Tables 3 and 4. Per USACE request, the Design Build Team has attached to this modification request a memo clarifying the differences between the original permit (based on Mulkey design plans/impact calculations) and this permit modification (based on the Team's revised plans/impact calculations). Site 5. Unnamed Tributary to Kit Creek - Perennial and Intermittent Streams (Sheets 23, 24, 25, and 26 of 105 March 18, 2008 Permit Application) The revised drawings (Sheets 23, 24, 25, and 26 of 105) indicate that impacts at Site 5 will change due to additional fill required near the inlet of an expanded ditch added to the project since the original application was submitted. Although the permanent stream impacts are increased by 107 LF, temporary stream impacts have been decreased by 90 LF. Most of the former temporary impacts have been reconsidered as permanent impacts. A summary of the original and revised impacts at Site 5 is given in the following table. Table 1. Summa of Site 5 Im act Chan es Feb. 2009 Dec. 21, 2009 Net Im act Descri tion Im act Revised Im act Im act Chan e Perm. Surface Water Ina acts 0. I I Ac 498 T1 0.08 Ac (605 LF + 0.03 Ac 107 LF ffi Temp. Surface Water Impacts 0.01 Ac (119 LF) 0.005 Ac (29 LF) - 0.005 Ac 90 LF Site 16. Unnamed Tributary to Burden's Creek - Perennial and Intermittent Stream (Sheets 72 and 73 of 105 March 18, 2008 Permit Application) The revised drawings (Sheets 72 and 73 of 105) indicate that impacts at Site 16 will change due to an upgrade of Ramp D. Specifically, Ramp D had to be re-aligned in order to accommodate the minimum 50 mph design speed, resulting in a slightly new alignment that permanently impacts an additional 135 LF of streams with 18 LF of temporary impacts. A summary of the original and revised impacts at Site 16 is given in the following table. Table 2. Summa of Site 16 Im act Chan es I Feb. 5, 2009 Dec. 21, 2009 Net m act Deseri tion In act Revised. m act Im act Change Perin. Surface Water Im acts 0.01 Ac (1 13 LF) 0.02 Ac (248 LF) + 0.01 Ac (135 LF) Tern . Surface Water Im acts 0.006 Ac (51 LF 0.01 Ac 69 LF +0.004 Ac (18 LF) Q Ri arian Buffer- Zone 1 n/a 9,392 s If + 9 392 s ft C1 Riparian Buffer - Zone 2 n/a 6,556 s ft , + 6 556 s ft n/a - Buffer Impacts were not previously calculated as the Jordan Lake , Buffer Rules were not implemented until after the permi t approval. 2 Table 4. Summary of Proposed Permanent Jurisdictional Impacts Permit Riparian Non- Riparian Isolated Perennial Intermittent Sit Station Wetlands* * Wetlands* Streams Streams e (ac) Wetlands (ac) (LF) (LF) ac T(sqft) 1 -Y5DR1- 12+10 - - 166 2 -L-99+37 0.02 - 335 3 -L- 107+50 to 108+98 - _ 0.073 4 -L- 118+46 to 120+10 182 5 -L-124+97 - - 430 175 6 -L- 142+88 0.71 - 1,158 - 6 -Y1- 229+67 0.41 - 95 7 -Y1-240+90 - - 40 _ 8 -SR2- 15+00 - - 211 9** -SR2-17+30 to 28+05 _ 557 697 10 -SR2- 21+91 - - - - 177 11 -L- 170+06 to ]91+56 728 1,781 12** -L-201+19to 0.18 163 202+99 13** -L- 207+35 to 0 0 31 - - 211+47 . 14** -L- 217+69 to 0.02 0 06 - 218+98 . 15 Y3-19+92 -- - 99 16 Zone l: -L- 246+56 _ - - - 248 9,392 1? Zone 2: 6,556 17 -Y4RPC-15+27 _ - 203 18 -Y4RPC- 15+54 to 20+75 _ _ - 140 TOTAL IMPACTS: 134?`_ , 0:37, ` 0:0.73 3;974 3;6111 ' ?. 15,948; ?` * Includes fill, excavation, and mechanized clearing impacts. ** Sites NOT modified in this request Temporary wetland impacts remain unchanged at 0.190 acre. Temporary stream impacts were reduced to 492 LF, as itemized in Table 5. No impacts will occur to open water ponds. Table 5. Summary of Proposed Temporary Jurisdictional Impacts jvw6? ?ar7ioto? J•2 4 137 -mot / Permit Site Station Temp. Fill in Wetlands ac Temp. Impacts to Perennial Streams LF Temp.Impacts,to Intermittent Streams F I -YSDRI- 12+10 - 44 2 -L-99+37 - 33 3 -L- 107+50 to 108+98 - - 4 -1; 118+46 to 120+10 - 10 5 -L-124+97 6 -L-142+88 6 -YI-229+67 E V 7 -Y1-240+90 8 -SR2- 15+00 14 9 -SR2- 17+30 to 28+05 10 -SR2-21+91 _ 17 11 -L- 170+06 to 191+56 _ 10 - 12 -L- 201+19 to 2024-99 - 20 _ 13 L- 207+35 to 21 1+47 - 14 -L- 217+69 to 218+98 0.19 80 15 -Y3-19+92 - 50 16 -L-246+56 - - 69 l7 -Y4RPC- 15+27 -- 10 18 -Y4RPC- 15+54 to 20+75 - - 12 TOTAL IMPACTS: . "0:19: 376 122 Summary of Mitigable Impacts As with the original permit application, the additional impacts will be mitigated through in- lieu payments to the NC Ecosystem Enhancement Program (EEP). A copy of the EEP in-lieu fee request form is attached and detailed in Table 6. The EEP acceptance letter will be forwarded to all appropriate parties upon receipt. Table 6. NCEEP Impacts and Comnensatorv Mitigation ('raditc I Ratio Applied Impacts Credits Required eam Warm) 2:1 3,974 LF 7,948 LF tream Warm W 1:1 137 LF 137 LF tland 2:1 1.40 acre 2.8 acre tland 1:1 0.31 acre 0.31 acre NWI-RipariLan Weiland 2:1 0-07 acre 0.14a re Ri arian Buffer Zone 1 3:1 9,392 sft 28,176 s ft v Riparian Buffer Zone 2 1.5:1 6,556 s ft 9,834 sq ft Revised cross section sheets and revised profile sheets are also provided for your information. By copy of this correspondence, we request NCDWQ to authorize these activities through a modification of WQC 3756. Authorization to debit the $570 Permit Modification Fee from WBS Element 39942.1.TA1 is hereby given. All environmental commitments and special 5 conditions will continue to be followed throughout project construction. If you have any questions or need any additional information, please do not hesitate to contact me at steve.dewitt@ncturnpike.org or (919) 571-3000. Sincerely, ti ven D. DeWitt, P.E. ef Engineer Attachments -Memo Detailing Permit Impact Changes -November 24, 2009 Pre-modification Submittal Meeting Minutes -Revised Permit Drawings -Buffer Drawings for Site 16 -EEP In-Lieu Fee Request Form -Revised Cross Section Sheets -Revised Profile Sheets cc: Rodger Rochelle, PE -NCDOT Transportation Program Management Unit - 4 copies, 4 CDs (PDF) David Chang, PE - NCDOT Hydraulics Unit - I copy Greg Perfetti, PE-NCDOT Structures Unit - I copy Missy Pair, PE - NCDOT PDEA - 2 copies Greg Thorpe, PE - NCDOT PDEA - I copy Phil Harris, PE-NCDOT Natural Environment Unit- I copy Victor Barbour, PE - NCDOT Technical Services Division - I copy Drew Joyner, PE -NCDOT Human Environment Unit -I copy Mark Staley, El - NCDOT Roadside Environmental Unit - I copy An McMillan, PE - NCDOT Highway Design Branch - I copy Todd Jones - NCDOT External Audit Branch - I copy Majed Al-Ghandour, PE - NCDOT Program Development Branch - I copy J. Wally Bowman, PE-NCDOT Division 5- I copy Chris Murray - NCDOT Division 5 - I copy Shannon Sweitzer, PE -NCTA Director of Construction - 2 copies Jason Peterson, PE - NCTA Project Manager - I copy Rob Ridings - NC Division of Water Quality - I copy Brian Wrenn -NC Division of Water Quality - 5 copies Gary Jordan -US Fish and Wildlife Service- I copy Kathy Matthews - US Environmental Protection Agency - I copy Chris Militscher - US Environmental Protection Agency- 1 copy Travis Wilson - NC Wildlife Resources Commission - I copy George Hoops, PE - Federal Highway Administration - 1 copy Beth Harmon - NC Ecosystem Enhancement Program - I copy Jonathan Bivens, PE - S.T. Wooten - I copy Michael Wood -The Catena Group - I copy NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN-LIEU FEE REQUEST FORM Revised 9111/2008 Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh. NC 27699.1652. fax to 919.715-2219, or email to Valerie.Mitcheneraananail.net Attachments are acceptable for Clarification purposes (location map is required), 1. Business or individual Name I - " `-i I !Nc TurnlrtAwKo4,?- --__1 2. Street Address or P O Box 5400 Etttnwood Mt r SvZk 400 i 3. City. State, zip I Iltat ' lar NC. ?-q ! i 4. Goofed Person DcWil1, PE, 6. IMr. St w#- Telephone Number 019) 511. 3000 8. Fax Number --.___ C1tq}5}1-3o 15 7. E-Mail Address Iootionan - f r ..._ , _ •, _ -- - - - - - - - - - 1 Project Name L - - - - - - - - { --------------------- __..._. _ .._ ...... lTriar4t Parkway, NCOOT STIP u-4at.3B 4. ._ _ __ _.....__._......._.._..._...,, 8. Project location (nearest town, city) "ATTACH MAP SHOWING IMPACT LOCATION" ' i I It MoYfiSv NL And , Unr Kati,N G 10. Let-Long Coordinates (optional) - ---- ---? " " j pttirHan, rH.d h?Akt 1 -------------- Cot-n4its 112. River Basin ? - ? ---------- ----------- --- { 13.Cata1 Unit os'm9 (&digit)(See Note ,) _ ( .. - - _.. -- - - - - - - -------------------• 03030002 14. Riparian Wetland Impact (ac.) (e.g._,0 13) t ! $.I I Xs 15. Non-R,parian Wetland Impact (ac.) - --?- Olt - C- --oastallNa---- -•a--d- ----------- rsh••lmp(aa ------------------- --------------------- ° 17. Stream Impact {13J (e.g. 1,234) Warm Cool -Cold I (See Note 2) I_ _ 1 - r -' 8. Notea?ct2one (sq. ft) (e.g. 12,345) lsee j Zone 1: 26r 1}4+ Zone 2: ' i 9 834 1. _ 18. Regulatory A9e rlcy5tatfContacts (Indicate names, if known) i`?•- I USACE: W, Aiu e pr ?"'.... __ DWQ (Zola Ridings - (e.g., USACEA,xion ID, if known) IkSACE Ac-- ' , 10&20aW0445 IMPORTANT -- -------------- - ... i Check U below if this request is a: ; Signature of Applicant or Agent: _? revision to a current acceptance, or - resubmission of an expired acceptance - extension of unexpired acceptance Date: -------------- Note 1: For help in determining the Cataloging Unit, go to EPA's `Surf Your Watershed' web page: ' htta-/(cfoub eoa aov/sudkcatetindex cfm Note (9) above: requirement to ahae9, location map.' Note 2: For guidance on stream temperatures, go to: r, . , both /Mnvw.saw usace annv mitnnn rt nNnanu,r n m„ £i ' ti c ooemi I odf Noth 3. Buffer mmgation applicable only in the Neuse, I ar.Pamlioo and Catawba river basins, and the Randleman Lake Water Supply Watershed. Direct all questions to Valerie Mitchener at 919-715-1973 or valerie.mitchener6ncmail.nat ,, A -N 900 Ridgefield Drive Suite 350 Raleigh, NC 27609 Phone 919.878.9560 Fax 919.7790.8382 www.rkk.com Date: December 17, 2009 To: Eric Alsmeyer, USACE From: Matthew Cook CC: SER, THS, ITP, BKS, File (309093) Re: U-4763B Permit Modification MEMORANDUM The ST Wooten / RK&K Design Build Team won U-4763B as a design build project in late 2008. U-4763B,'rriangle Parkway in Wake and Durham Counties was partially designed and permitted by Mulkey Engineers and RKK Engineers. RK&K received permits including the advanced section of construction which was approved November 2008. This section ran from -L- 161+20 - 240+35.71 and included sites 12-14. The remainder of the project needs to have the permits reissued. The following list gives a more detailed reason as to why there have been permit impact changes at each location. Site I: The total increase in stream length affected is 15'. While the roadway design in this location remained relatively unchanged, the length determined necessary for the construction sequencing of the RCBC has increased slightly. The overall length of the RCBC has decreased by appr. 17', however the bank tie-in lengths are still the same or slightly longer. The difference between the original permanent surface water impact length and the proposed length is +48', and the difference between the original temporary surface impact length and the proposed length is -33'. It is our belief that the original permanent stream length did not account for the bank stabilization on the invert in side of the RCBC (approximately 34'). The new permit take accounts for this. Site 2: The total increase in stream length affected is 19'. The new roadway design accounted for future lane widening. This included appr. 22' additional shoulder width on the right and appr. 27' additional shoulder width on the left. The overall length of the RCBC has increased by apps 45'. In the original design, -a 3.81:1 right fill slope and a 3:1 left fill slope was used whereas 2:1 fill slopes are used in the new design. The difference between the original permanent surface water impact length and the proposed length is +9', and the difference between the original temporary surface impact length and the proposed length is +10'. The bank tie-in length downstream in the original design was appr. 25' longer than what is required with the new RCBC length. We are also providing a slightly longer temporary stream impact at either end due to construction sequencing. Site 3: There is no stream at this site, only wetlands. The new roadway design accounted for future lane widening. This included appr. 26' additional shoulder width on the right and appr. 17' additional shoulder width on the left. This pushed the cut ditch and berm ditch out farther in to the wetland. • Site 4: There is a total decrease of 34' in stream length affected. The new roadway design accounted for future lane widening. This included appr. 14' additional shoulder width on the left. In the original design, a 4:1 left fill slope was used whereas a 2:1 fill slope was used in the new design. The difference between the original permanent surface water impact length and the proposed length is -33', and the difference between the original temporary surface impact length and the proposed length is -F. • Site 5: The total increase in stream length affected is 17'. The new roadway design accounted for future lane widening. This included appr. 4' additional shoulder width on the right and appr. 14' additional shoulder width on the left. The overall length of the RCBC has increased by appr. 20'. The difference between the original permanent surface water impact length and the proposed length is +107', and the difference between the original temporary surface impact length and the proposed length is -90'. It is our belief that the original permanent stream length did not account for the bank stabilization on the invert in side of the RCBC (approximately 70'). The new permit take accounts for this. Site 6: The total increase in stream length affected is 30'. The roadway profile for -SR I- was changed significantly and the alignment for -Y I- was shifted. The overall length of the RCBC under -Y I- has increased by appr. 6'. The overall length of the RCBC under -L- has decreased by appr.37', however, it empties to an area between -L- and -SR2- which is considered a total take. The difference between the original permanent surface water impact length and the proposed length is +21', and the difference between the original temporary surface impact length and the proposed length is +9'. Additional temporary stream length was added due to construction sequencing. Site 7: The total increase in stream length affected is 38'. The new roadway design used a resurfacing grade in this section of-YI- instead of a new grade. Also in the new design, the turn lane to get on -SRI- north from -Yl- west was lengthened which caused the shoulder to be pushed out appr. 5' in this area. The difference between the original permanent surface water impact length and the proposed length is +40', and the difference between the original temporary surface impact length and the proposed length is -2'. We are unsure how the original permit didn't account for any permanent surface water impact when the original hydraulic design shows 1 t' of new 54" pipe beyond the end of the existing pipe and also calls for 7' of riprap along the banks at the pipe outlet. A normal riprap pad along banks for a 54" pipe should be 18'. Site 8: The total increase in stream length affected is 16'. The new roadway design pushed out the -SR2- alignment appr. 5' to the left. The difference between the original permanent surface water impact length and the proposed length is +2', and the difference between the original temporary surface impact length and the proposed length is +14'. We are unsure why the original permit didn't account for any temporary surface water impact since it will be required beyond the slope slakes for construction purposes. • Site 9: There was no change to the stream impact. Il was a total take in the original permit package and is in the proposed one also. Site 10: The total increase in stream length affected is 8'. The new ditch design pushed the slope stakes out slightly. The difference between the original permanent surface water impact length and the proposed length is - 9', and the difference between the original temporary surface impact length and the proposed length is +17'. We are unsure why the original permit didn't account for any temporary surface water impact since it will be required beyond the slope stakes for construction purposes. The original permanent stream impact length might incorrect. With the slope stakes being pushed out slightly, the permanent stream impact should have increased a little bit, not decreased. Site 11: There is a total decrease of 75' in stream length affected. The difference between the original permanent surface water impact length and the proposed length is -47', and the difference between the original temporary surface impact length and the proposed length is -28'. The general footprint of the project in this area varied only slightly. Therefore, the permit take should not have varied very much. The original lengths could possibly be incorrect. • Site 12-14: Permit revisions have already been approved and are not part of this new permit mod. Site 15: The total increase in stream length affected is 35'. -Y3- has a new alignment in the new roadway design. It has been pushed north. This no longer necessitated a culvert extension on the invert out end but rather an extension on the invert in end. The original extension on the invert out end was 19'. We are still installing a riprap pad at the outlet, however it is only appr. 33' as opposed to the originally designed pad which was 97'. We are now extending the invert in end appr. 20' with appr. 49' of channel tie-in. The difference between the original permanent surface water impact length and the proposed length is 0', and the difference between the original temporary surface impact length and the proposed length is +35'. The temporary impact takes in to account the culvert sequencing. Site 16: The total increase in stream length affected is 153'. -Y4RPD- was realigned per NCTA to meet a 50mph design speed. The original design tied in to the existing ramp quicker but only met a 35 mph design speed. For this reason , the alignment has been pushed out appr. 90' in the area of the jurisdictional stream. Due to the stream meandering, this has increased the permit take greatly. The difference between the original permanent surface water impact length and the proposed length is 135', and the difference between the original temporary surface impact length and the proposed length is +18'. The stream impact between -Y4RPD- and -L- has also been increased due to the need for construction (temporary impact). The stream impact to the left of-L- has decreased due to the proposed slope stake now being 2:1 instead of 4:1 in the original design. To alleviate this increase, the existing 36" RCP under the existing alignment of -Y4RPD- is being removed and the banks set back at 3:1 slopes with a 3' base. Also, the Special Cut Ditch -Y4RPD- 16+36-20+57 RT acts as buffer filtration providing 421' of filtration with 227' required in this ditch. • Site 17: There is a total decrease of 23' in stream length affected. There were minor changes made to the profile along -Y4RPC-. The RCBC extension decreased by appr. 11'. The difference between the original permanent surface water impact length and the proposed length is -33', and the difference between the original temporary surface impact length and the proposed length is +10'. We are unsure why the original permit didn't account for any temporary surface water impact since it will be required beyond the slope stakes for construction purposes. • Site 18: There is a total decrease of 30' in stream length affected. There were minor changes made to the profile along -Y4RPC-. The difference between the original permanent surface water impact length and the proposed length is -3', and the difference between the original temporary surface impact length and the proposed length is - 27'. A BDO structure and pipe in the original drainage design is no longer being used which helps decrease the stream impact. R:\'L-MISCWYDRO\DOCUMENTS\MEMO PERMITTING.DOCX Memorandum of Meeting Date: November 24, 2009 Place: NCDENR, Crabtree Blvd. Present: Shannon Sweitzer (NCTA) Nilesh Surti (NCDOT ADU) Eric Alsmeyer (USACOE) Tina Swiezy (RK&K) Jenn Callahan (Catena) Scott Clement (ST Wooten) Jason Peterson (NCTA) Anne Gamber (NCDOT Hydraulics) Rob Ridings (NCDENR DWQ) Subject: Pre Permit Modification Submittal Meeting for U4763B Final Design Section - Triangle Parkway from NC 540 to 1-40 in Wake and Durham Counties The "Pre-Permit Modification Submittal Meeting" for U4763B Final Design Section was held on December 24, 2009. The following items were discussed and conclusions reached: 1. Tina Swiezy began with a brief description of the Design Build Team's understanding of what is required for the project to move forward with the permit modification for the final design section. The advanced section of the project is currently under construction. This permit modification includes final design of the remaining portions of the project. 2. A general discussion of the differences between the original permit based on Mulkey design plans/permit impact tabulations and the Design Build Team plans/permit impact tabulations revealed that a memo describing each site and the differences from the original permit to now will assist Eric in writing the permit mod. NCTA will provide the Design Build Team with the electronic files used to produce the original impact tabulations. The Design Build Team will then provide a memo as requested with the permit mod submittal. 3. A basic review of each site was completed with no new surface water impacts greater than 40 feet (therefore not triggering Jordan Lake Buffer) were found except at Site 16. It was determined with Rob Ridings assistance that the buffer zone would be shown to the toe of fill of the existing Y4RPD and impacts from this modification beginning beyond the original permit impacts shown at this site. The existing 36" RCP will be removed with the existing ramp and the roadside swale between the L and Y4RPD will be designed to filter road drainage as presented in the meeting. A decision was made not to raise the invert in of the 66" pipe under the L line to avoid interruption of the jurisdictional stream flow. 4. The permit modification will be submitted to the agencies following NCDOT/PDEA review including the requests above. THS/ts cc: Shannon Sweitzer (NCTA) Eric Alsmeyer (USACOE) Jason Peterson (NCTA) Rob Ridings (NCDENR DWQ) Nilesh Surti (NCDOT ADU) Tina Swiezy (RK&K) Anne Gamber (NCDOT Hydraulics) Jenn Callahan (Catena) Scott Clement (ST Wooten) 308-103 M:\projecl1\2008\08103_Tripk,ry\Dcsi,,V-MisNlydro\DOCUments\TPlakgordanpermodM W uces.doc Dt SI VICINITY MAPS N.C. Turnpike Authority Wake and Durham Counties U-4763B (Triangle Parkway) Extension of NC 147 Between NC 540 in Wake County and 1-40 in Durham County December 20091 N cw z C O V W G LL W i U t J 0] a w Z O J O m Q N N H W J al w o O N F Z o 0 N N w H ON pN z s m n m m N N O n`. O W U J Q w Q 3 O z r 0- o M d J V / a W , ^ - O r 0 1 N N Q W F IL J ?a - a W w w 0 LL a ? LL m M m °h ¢O N X ,0 U 0 + O C N ~ w a e Y N if) w w a ? a U 0- 7 cc F- N O J z o Q w ? ?, O Q Y W W U ?ZIL Q F 00 Jm J Z Q U M O I ~ U Z v 0 ? a L U Q Q Q ? ?? Q o 7 W LU cr Q a Y?HZ W 2F-? O LL :3 m 2 O? Z M N 7 2? 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