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HomeMy WebLinkAbout20130918 Ver 9_U-2525 BandC Partial Phased Guilford November 28 2016_20161128Transportr�tfon November 28, 2016 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Dave Bailey NCDOT Coordinator PAT McC�ORY i�iOVP7"l701- N[CHOLAS J. T�NI�dYS[}M Secretary Subject: Request for Modification to the Section 404 Individual Permit and Section 401 Water Quality Certification and Application for Jordan Lake Riparian Buffer Certification for the proposed Greensboro Eastern Loop from US 70 Relocation to SR 2303 (Lawndale Drive), Guilford County, Division 7. WBS Element No. 34821.1.1, TIP Nos. U-2525B and U-2525C. Reference: USACE Individual Permit Action ID SAW-2005-2] 386, dated April ] 5, 2014. USACE Individual Permit Modiiication Action ID SAW-2005-21386, October 31, 2014. USACE Individual Permit Modification Action ID SAW-2005-21386, December 4, 2014. USACE Individual Permit Modification Action ID SAW-2005-21386, March 12, 2015. USACE Individual Permit Modification Action ID SAW-2005-21386, July 24, 2015. USACE Individual PermiY Modification Action ID SAW-2005-21386, March 18, 2016. USACE Individual Permit Modiiication Action ID SAW-2005-21386, August 11, 2016. NCDWR Project No. 20130918, Certification No. 3978, February 6, 2014. NCDWR Project No. 20130918 v2, Modification to Certificarion No. 3978, June 24, 2014. NCDWR Project No. 20130918_v3, Modification to CertificaYion No. 3978, October 15, 2014. NCDWR Project No. 20130918_v4, Modification to Certification No. 3978, December 11, 2014. NCDWR Project No. 20130918_v5, Modification to Certification No. 3978, March 18, 2015. NCDWR Project No. 20130918 v6, Modification to Certification No. 3978, July 21, 2015. NCDWR Project No. 20130918_v7, Modificarion to Certification No. 3978, March 18, 2016. NCDWR Project No. 20130918_v8, Modification to Certification No. 3978, August 12, 2016. Dear Sir: The purpose of this letter is to request a modification to the United States Army Corps of Engineers (USACE) Section 404 Individual Permit and North Carolina Division of Water Resources Section 401 Certification for the above referenced project. The portion of this project from US 70 to US 29, U- 2525B, is currently under construction. This section includes all of the work to be done along US 29 fNothi�g �ompares�_ Sfate of North Carolina � Department of Transportation I PDEA-Natural F,nvironmenf Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center I Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F with the exception of some of the interchange ramps (including a flyover) that are included in the U- 2525C design. During a Final Design Field Inspection meeting earlier this year, it was noted that some drainage to be installed under U-2525B would have to be removed to incorporate the drainage for U-2525C. Therefore the decision was made to go ahead and include the ramps in the current construction contract. These activities will result in impacts to jurisdictional resources. As such, the NCDOT is requesting approval for these activities. Please see the enclosed revised Division of Mitigation Seroices (DMS) acceptance letter, permit drawing review minutes (4B and 4C) permit drawings and buffer drawings for the above referenced project. The above activities occur within the footprint of U-2525C. This section is currently not scheduled to let until July 2018. The remaining final impacts for U-2525C will be permitted via phased modification prior to let for this section. As stated in the original 2013 permit application, the preliminary surface water impacts for U-2525C are 12,646 linear feet of permanent stream impacts and 1.7 acres of pond impacts. The total preliminary wetland impacts far U-2525C are 2.4 acres. These impacts are already covered under the current DMS acceptance, therefore no additional stream or wetland mitigation is needed at this time. There is one stream impact due to ramp construction that occurs outside the project area that existed at the time this project was deemed exempt from the Jordan Lake Buffer Rules. This activity will result in 142 square ft. of mitigable Zone 2 impacts. The DMS acceptance has been updated to include these buffer impacts. Once the final design is completed for the rest of U-2525C, the mitigation request will be revised as appropriate. IMPACTS TO WATERS OF THE U.S. Tables 1 and 2 summarize the impacts to jurisdictional water resources for the three permit sites impacted by the ramp construction under U-2525C. The remainder of the final impacts for U-2525C will be provided prior to the let date for that section. Site numbers correspond with the permit (hydraulic) drawings included in this application. The stream and wetland numbers correspond to the 2013 JD Appeals Maps. A brief description of each impact follows the tables. Table 1— U-2525C Partial Final Wetland Site Wetland Wefland Permanent Fill in Excavation Mechanized Hand ID Size (ac) Wetlands (ac) (ac) Clearing (ac) Clearing (ac) 1 WBU2 0.16 0.03' 0.02 0.03 -- WE � 0.75 Total Imna 0.43` 0.03 -- 0.46 0.05 0.03 Impacts Requiring itigarion (ac 0.08 0.46 0.54** * Wetlands impacted are riparian ** Values are based on rounding, due to calculating totals with actual numbers to the thousandths � 0.02 ac of the 0.03 ac results from ditch drawdown potentially draining a portion of the wetland outside of the ROW � O.15ac of the 0.43ac was previously permitYed as mechanized clearing under U-2525B, Site 21 U-2525B&Clndividual PermitModification Application Page 2 of 4 l able L— U-L5L5(: Yart�al Nmal Jtream lm acts Stream Name & Impact Temporary Mitigation Site Intermittent 1 ar Stream Im act T e Len th Im acts acres Re uirement� �) j�� P Yl� g P � ) q Perennial (P) (linear feet) (feet) (linear feet) UT to Jorden Perm. Fill 41 -- USACE 1 Branch (P) SBV Bank Stabilization 5 -- -- Tem . Fill -- <0.01 (5') -- UT to North Perm. Fill 362 -- USACE & DWR � Buffalo Creek (P) SI Bank Stabilization -- -- -- Tem . Fill -- - -- Perm. Fill 61 -- USACE 3 UT to North SG Bank Stabilization -- -- -- Buffalo Creek (I) Temp. Fill -- <0.01 (10') -- Total Temporary Impacts: -- <0.01 (15') -- Total Perm. Impacts (Penn. Fill + Bank Stabilization): 469 -- -- Permanent Impacts Requiring DWR Mitigation: 362 -- -- Permanent Impacts Requiring USACE Mitigation: 464 -- -- Total Impacts Requiring Mitigation: 464 -- -j� I— As idenhtled in the 2013 JD Appeals Map 2— Mitigation far bank stabilization impacts required by DWR — not required by USACE j� — Final mitigation requirement will be up to the USACE and DWR Permit Site 1: As a result of the new roadway slopes needed to incorporate the lengthened collector/distributor lane for one of the new ramps, the existing 60" concrete pipe will need to be extended. This will result in 41 linear feet (1� of permanent impacts, <0.01 acre (5 1� of temporary impacts, and 5 lf of bank stabilization to stream SBV. There will also be 0.03 acre of permanent wetland fill, 0.02 acre of excavation, and 0.03 acre of inechanized clearing in wetland WBU2. A portion (0.02 acre) of the 0.03 acre of permanent wetland impacts is a result of the potential drawdown on the east side of the wetland from the new lateral base ditch. Permit Site 2: Ramp construction in the northwest quadrant will result in 362 lf of permanent impacts to stream SL This activity will also result in a total take of the remaining portion oi wetland WE, which includes 0.43 acre of permanent wetland fill and 0.03 acre of excavation. A portion (0.15 acre) of this permanent fill was previously permitted as mechanized clearing as part of U-2525B, Site 21. Permit Site 3: In order to accommodate one of the new ramps, the existing 5�4" concrete pipe will be extended. This will result in 61 lf of permanent impacts and <0.01 acre (10 1� of temporary impacts to stream SG. JORDAN LAKE RIPARIAN BUFFER IMPACTS Proposed buffer impacts include Road Crossing impacts totaling 2,848 square ft. in Zone 1 and 1,586 square ft. in Zone 2. Of these totals, mitigable impacts include 422 square ft. in Zone 1 and 290 square ft. in Zone 2. However, a portion of these mitigable impacts is superseded by wetland impact, therefore the amount of mitigable impacts to be covered by DMS is 142 square ft. of Zone 2. U-2525B&Clndividual PermitModification Application Page 3 of 4 REGULATORY APPROVALS Section 404: Application is hereby made for a modification to the USACE Individual 404 Permit as required for the above-described activities. Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the N. C. Division of Water Resources. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Erin Cheely at (919) 707-6108. Sincerely, � � `-----_..... ��� Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List U-2525B&C Individa�al Per•mit Nlodification Application Page 4 of 4 Mlt�gat�Qn Servlces ENVlRONMENTAI QUAL ITV Mr. Philip S. Harris, III, P.E., CPM Natural Environment Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Harris: Subj ect: Reference: PAT MCCRORY DONALD R. V AI�I DER VAART November 18, 2016 Mitigation Acceptance Letter: TIP Number U-2525B/C, Greensboro Eastern Loop from US 70 Relocation to SR 2303 (Lawndale Drive), Guilford County USACE 404 Individual Permit issued July 24, 2015 (USACE Action ID 2005-21386) NCDWR 401 Water Quality Certification (WQC) issued July 21, 2015 (NCDWR ID 2013-0918) The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the buffer mitigation for the subject project. Based on the information supplied by you on November 17, 2016, the buffer impacts are located in CU 03030002 of the Cape Fear River Basin in the Jordan watershed (Haw Arm) Central Piedmont (CP) Eco-Region, and are as follows: Table 1— Additional Cape Fear 03030002 CP Impacts (feet/acres) icts (feet / acres' Stream Cold Cool 0 0 Wetlands Warm Riparian Non- n_---=- - 0 Buffer (Sq. Ft.) Coastal Zone 1 Zone 2 Marsh (3:1) (1.5:1) 0 I 142.0 *NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernvt application for details. These impacts and associated mitigation needs were not projected by the NCDOT in the 2016 impact data. DMS is currently providing stream and riparian wetland mitigation for the impacts associated with this project located in cataloging unit 03030002 of the Cape Fear River basin as required by the 404 and 401 permits issued in July, 2015, as shown in the below table (in mitigation credits): State of North Carolina � Environmental Quality Mifigation Services 1652 Mail Service Center � 217 W. Jones St�eet, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T iVIr. Harris TII' U-2524 B / C �o��ember 18, 2016 Page T�� o Table 2— Current Permitted Impacts and Associated Mitigation Requirements pro�ided b3� DiVIS (based on 2015 permits) and Re��sed Anticipated Impacts (based on mitigation request� Impact Type Stream Total Permitted Impacts (feet / acre / sq ft) 20,'%84.0 iVIitigation Pro��ided by D�ZS per Issued Permits (Credits) 38,591.0 ' Additional Impact (for appro� al) 0' � Riparian Wetland � 9.95 � 19.88 ; 0'���� 9.95 � *Soine of the additional wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit appl�cation for details. D�IS will provide the amount oT mitigation as determined by the regulatory agencies. Re�•ised Total Impacts* 20,784.0 All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigaiion will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoratior. Buffer Fund. Upon completion of transfer payment, NCDOT will ha�-e completed its riparian buffer mitigation responsibility for TIP �umber U-2�25B/C. Subsequentl�r, D�IS wi11 conduct a revieu� of current �CDOT ILF Program mitigation projects in the river basin to deternzine if a��ailable buffer mitigation credits exisi. If there are buffer mitigation credits available, ihen the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from 1�CDOT ILF Program. This impact and associated mitigation need were under nrojected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory mitigation credits to offset the additional impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F,3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. This mitigation acceptance letter replaces the mitigation acceptance letters that was issued on September 3 and October 7, 2013, November 21, 2014 and June 16, 2015. :� 1 If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, Jam s . Stanfill Cre it Management Supervisor Cc: 'VIr. David Bailey, US aCE — Raleigh Regulator�- Field Office Ms. Amy Chapman, �VCDWR File: ti-2525B/C Additional Subject: Participants: Minutes of the Interagency Hydraulic Design Review (4b) Meeting on November 12,2015 for U-2525C, Guilford County Team Members• Bill Elam, NCDOT Hydraulic (present) Felix Devila, FHWA (not present) David Bailey, USACE (present) Gary Jordan, USFWS (present) Travis Wilson, NCWRC (not present) *Cynthia Van Der Wiele, USEPA (present) *Dave Wanucha, DWR (present) Mark Staley, REU (present) *Via telephone Other Attendees: Linda Johns, NCDOT Hydraulics *Patty Eason, Division Carla Dagnino, NCDOT NES Brian Robinson, NCDOT Roadway Mack Bailey, SMiJ *Michael Abuya, NCDOT Planning Lisa Feller, NCDOT PDEA Anne Gamber, Wetherill Eng. Harminder Singh, Wetherill Eng Matthew Harvey, Wetherill Eng. Erin Cheely, NCDOT PDEA Byron Moore, NCDOT NES Katrina Hazel, NCDOT Roadway *Helen Shyu, NCDOT WZTC Anne Gamber opened the meeting commenting that in August of 2010 we received a letter stating that our project had been grandfathered out of the Jordan Lake Watershed Buffers. She commented that throughout the project every effort was made to minimize impacts and protect storm water though best management practices. Ms. Gamber then proceeded to go through the plans sheet by sheet addressing the impacted streams and wetlands. Items discussed are summarized as follows: 1. General: Proposed storm drain systems that show up dashed in black were designed under the U-2525B or U-2524D projects, and have been permitted under those projects as well. Storm Drain systems for the U-2525C project are shown in red. A legend will be added on applicable sheets to clarify this. 2. Plan Sheet 4: No impacts, streams impacted were permitted under the U-2525B Section. Plan Sheet 5: At the 4a Meeting there was discussion about the direct impacts to wetland and streams that are located under iill, and indirect impacts where they are located in between two sets of roadways. These areas will be looked at on a case by case basis. In cases where there is a decrease in function there will be a 1:1 mitigation. The indirect impacts will be further discussed during the 4C meeting. 4. Plan Sheet 6: Stream and wetland impacts occurring due to roadway fill. Plan Sheet 7: The stream shown at WBQ was a JS stream in the ariginal permit, but since then has been determined to longer be a JS stream. Also an additional portion of wetland has been added to the WBQ wetland. Stream SBT will only be impacted during the erosion control phase. 6. Plan Sheet 8: Stream and wetland impacts occurring due to roadway fill. 7. Plan Sheet 9: No impacts. 8. Plan Sheet 10: Additional wetlands have been added that were not in the original permit these include WBU and WBL. The 42" pipe along stream SBO begins outside of the jurisdictional area and will not need to be buried. If velocities are high at the outlet of the pipe a dissipator pad may be used since the stream is already being impacted. At pipe outlets where rip rap is required mitigation may not be required if the rip rap is covered by native material at the existing bed elevation. 9. Plan Sheet 11: Wetland WBP was not show in the original permit but has since been added. Stream SBP has been diverted into a ditch along the south side of the alignment. 10. Plan Sheet 12: The wetland labeled WBO is incorrectly labeled. Wetland WBO is located under the roadway near station —L- Sta. 363+00. The wetland incorrectly labeled as WBO is outside of the study area. 11. General: Due to the length of some of the culverts throughout the project there is more concern with stabilization than aquatic passage. Language should be added to state that the culverts can be backfilled with rip rap and/or native material in order to stabilize them. This will be determined on a case by case basis as directed by the DEO. In the U-2525B and U-2524D sections of the project there was some misalignment between the actual stream location and what is shown on the plans. The design should allow for some modifications to the inlets and outlets to accommodate these inconsistencies. 12. Plan Sheet 13: Stream SBV will be diverted into stream SBW stream stabilization will be added where the tie together. The remainder of stream SBV below the diversion will be retained and tie into the ditch running parallel to the alignment. 13. Plan Sheet 14: No impacts. 14. Plan Sheet 15: Stream impacts due to roadway fill. 15. Plan Sheet 16: The pond will be drained near —L- Sta. 441+50, this is a possible location for stream or wetland mitigation credit. WBI seep could see a loss in function due to the removal of the pond upstream. 16. Plan Sheet 17: No impacts. 17. Plan Sheet 18: Stream SBE will be replaced by a ditch due to roadway fill. Additional impacts may be added if and when ramps are added to quadrants B and D of the interchange. 18. Plan Sheet 19: Culvert slope is less than one percent and will not need to be backfilled. 19. Plan Sheet 20: Stream and wetland impacts occurring due to roadway fill. Wetland WBG was not shown in the original permit but has since been added. 20. Plan Sheet 21: No impacts. 21. Plan Sheet 22: Stream and wetland impacts occurring due to roadway fill. If the 54" cross pipe has a steep slope it is possible that a drop could be added at the junction box near the outlet of the pipe. This will be determined after further analysis of the crossing. 22. General: A detail for modified headwall that has a one foot sill placed at the existing stream bed elevation will be distributed by NCDOT. The function of the sill will be to prevent head cuts at the inlets of culverts. Due to length of some of the cross pipes throughout the project further investigation will need to be done with the agencies to determine if it is necessary to bury them a foot. 23. Plan Sheet 23: No impacts, streams impacted were permitted under the U-2524D Section. 24. Plan Sheet 24: No impacts, streams and wetlands impacted were permitted under the U-2524D Section. 25. Plan Sheet 25: No impacts, streams impacted were permitted under the U-2524D Section. 26. Plan Sheet 26: No impacts. 27. Plan Sheet 27: No impacts. 28. Plan Sheet 28: No impacts, streams and wetlands impacted were permitted under the U-2525B Section. 29. Plan Sheet 29: No impacts, streams and wetlands impacted were permitted under the U-2525B Section. 30. Plan Sheet 30: No impacts, streams and wetlands impacted were permitted under the U-2525B Section. 31. Plan Sheet 31: Stream impacts due to roadway fill. The stream running parallel to the Northeast side of the alignment should be labeled SD instead of SB. 32. Plan Sheet 32: Stream impacts due to roadway fill. 33. Plan Sheet 33: No impacts. 34. Plan Sheet 34: No impacts. 35. Plan Sheet 35: No impacts. 36. Plan Sheet 36: No impacts. 37. Plan Sheet 37: Stream impacts due to roadway fill. No stream is shown at the outlet of existing 42" pipe that is being extended. This will need to be investigated further. 38. Plan Sheet 38: Stream impacts due to roadway fill. 39. General: Further investigation will be done in order to determine if the Hazardous Spill Basins can incorporate stormwater treatment. MLH 5ubject: Participants: Final Minutes of the Interagency Permit Drawings Review (4C) Meeting on October 19, 2016 far U-2525C in Guilford County Team Members• Bill Elam, NCDOT Hydraulic (present) David Bailey, USACE (present) Brian Wrenn, NCDWR (present) Erin Cheely, NCDOT PDEA NES (present) Patty Eason, NCDOT Div 7 DCE (telephone) Michael Abuya, NCDOT Planning (telephone) Other Attendees: Linda Johns, NCDOT Hydraulics Mark Staley, REU (telephone) Kevin Fischer, NCDOT Structures Don Proper, NCDOT Utilities Max Price, Wetherill Engineering Tommy Davis, Wetherill Engineering Bill Elam commenced the meeting at approximately 1:10 PM and stated that this is a review of three permit sites under U-2525C that will be impacted by construction of U-2525B. Attendees introduced themselves. Mr. Elam turned the meeting over to Max Price. Mr. Price summarized the construction of U-2525B and U-2525C and the effects of each project on the other. He then began reviewing the project site-by-site. Site 1: Site 1 was not included in the 4B meeting and was not a site in the original U-2525C permit package. Site 1 has been re-delineated since the original delineation was done. Erin Cheely coniirmed that previously this site was located just outside of the original delineation. Since Site 1 is a re-delineation, it also has buffer impacts associated with it. The other two sites are grandfathered-out of the buffer rules. The depicted bank stabilization should be shown on a separate line in the summary sheet as permanent impacts and not as temporary impacts. Rock plating is prescribed by detail BH on the proposed 1.5:1 embankment next to Site 1; however, detail BH which was not shown. Detail AP prescribes a lateral ditch in Site 1 but was not shown. The revised permit drawings will show details AP and BH. Permit Drawing Sheet 5 of 14 shows a cross-section for station —Y13- 9+00. Site 1 is better depicted by a cross-section at station —Y13- 10+00. The revised permit drawing sheet 5 will show a cross-section at station —Y13- 10+00 instead of 9+00. No mechanized clearing was depicted outside of the fill in wetland from station 8+15 to 9+05 — Y13- left. Revise the drawing to show at least 10' of inechanized clearing in this area. Since the wetland adjacent to the ditch will be indirectly drained by the ditch, quantify the area not already included on the Wetland & Stream Impact Summary Sheet as a note stating "this acreage reflects draining of the wetland by the ditch." Verify the pipe length and adjust as necessary. Tie the slope stakes to the headwall. The Buffer Impacts Permit Drawings require no changes. Site 2: Site 2 was shown in the preliminary drawings for U2525C and overlaps in the mechanized clearing of Site 21 under U2525B. The impacts under U2525B are grayscale on Wetland and Surface Water Impacts Permit Drawing Sheets 6 through 9. Notice that the wetland that is within the gore area left of station —Y13LPD- 14+50 and left of station —Y13RPD- 26+00 is not proposed to be disturbed. The existing steep topography is not affected by the design. The site can be further discussed with the modification for U-2525C Site 4. Site 3: Site 3 was not included on the U-2525B project. U-2525C builds —Y13CD- and extends the existing 54" RCP upstream and created surface water impacts. The depicted bank stabilization should be shown on a separate line in the summary sheet as permanent impacts and not as temporary impacts. Conclusion: No further comments were recorded, and the meeting adjourned at 1:35 PM. r V � � N � ., � V W O � � � � Prepared for the North Carolina Department jjj'DRf1ULIr,S ENriINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH W/ ofTransportation in the o��e or.� � ETHERILL - ADT 2018 = 63160 � ENGINEERING R� 50 25 0 50 100 �„,, �oqp � ADT 2040 = 96400 LENGTH ROADWAY TIP PROJECT U-2525C = 5.127 MILES '° �� °� ���o 2012 STANDARD SPEClFICAT/ONS P PLANS K= 10 % LENGTH STRUCTURE TIP PROJECT U-2525C = 0.138 MILES � EDWARD G. WETHERILL, PE pg ^ � D= 60 % TOTAL LENGTH OF TIP PROJECT U-2525C = 5.265 MILES RIGHT OF WAY DATE: rnorecr Eucr,vEen srchaTu�: � '� 50 25 0 50 l00 MAY 31, 2016 � g T= 14 %* BOB A. MAY, PE ROADWAY DESIGN �� � ENGINEER PROFILE (HORIZONTAL) V= 70 MPH LETTIIKG DATE: pRo�cr nEsicN ENcrrrEEa �'�p o�j l0 5 0 l0 20 * nST=8°/a DUAL=6% JULY 17, 2018 °� sr��a��� FUNC CLASS=INTERSTATE NCDOT CONTACT: TATIA L. WHITE, PE, PLS PROFILE (VERTICAL) ��STATEWIDE TIER�� ROADWAY DES7GN: PROJECT DESIGN ENGINEER P.E. 57GNATURE: � PROIECT REFERENCE NO. SHEET NO. 6 � DETAIL N DETAIL AP DETAIL BH F F oeNores Fiu w so� o� so� � U-2525C 2F WETLAND / � TOE PROTECTION LATERAL BASE DITCH ROCK PLATING � - � c� ��+a.�o 5caia� ��°��° SLO1e� �No��o s�oie� GRAPHIC SCALF / R^N SHEET NO. b � DENOTES EXCAVATION ROADWAY DESIGN HYDR4ULIC5 F��s Nar Qi �� IN WETLAND / j TRANSPoRTATiON PLAN�viNG/DESiGN - BRiCGE/STRUCTURE DESIGN ENGINEER ENGINEER Na�ural ,�\F`�S\oP Ground d 7) p 2� i„h�. -�lope 1.5 Gro�nd �--- 6 - DENOTES IMPACTS IN CIVIL/SiTE OESiGN - Gis/cP5 - CONSTHUCTION aHSERVAT�oN I I� ceorexn�e g � SURFACE WATER � Min. D=1.0 Ft. � 6= 40 Ft. Geoterctile Mox.d=1.0 Ff. GEOTEXTIIE ^w�,e� a �s < b.o' 8=3.o Fr. � DENOTES TEMPORARY / / PERMIT DRAWING Type of Liner= Closs B Rip Rop 6=5.0 Ft. iype ofLi�m - Clasz i R'�p xoo IMPACT$ IN SURFACE WATER / SHEET 2 OF 14 Type af Liner-� Class I Rip-Rap FROM STA. 7+30 TO STA. 9+69 -Y13- LT FROM STA. 9+88 TO STA.14+44 -Y13- LT FROM STA. 9+69 TO STA. 11+50 -Y13- LT � DENOTES MECHANIZE �/ FROM STA.109+50 TO STA.110+00 -Y13- LT *'K 'K * CLEARING ` PO �/ Reese B. Ken+ Jr. UNLESS ALL SIGNATURESECOMPLETED a / U-2525C MOD �P�M VERGIE M. COX �� � ' SITE 1 � /� ��, � -Y14- PT Sta. l2+14.25 � O / � e E�P REVISED SLOPE TO 7.5:1 E� WELL TO AVOID CONTAMINATED O .� ,� � SOILS ON ADIACENT PROPERTY / SU0 L. COUnCiI � � E�P �'r �, \ + �� � J-�,� \�\ � � ° / " � / � �s E�e +�� .� � s ��'. CARL SCHOOLfIELD �� VERNICE H.FULIER � �� �,wE�� \\\�� ,� • � �� � ;S`"`�`w�"�: ���-4�s� Swf"r4"'�_ ��� � �� � � � aocK P�n1iH� � � �Y14- PC Sto.lI+20. 0 "'� —�---�- � �� , ;� _ _ r — — -� E. � ISBKD (-0Nc ( I '60.00. 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SHEET NO. � � �� � � '� ��BARBARA JEAN MARTIN CECIL � � u-z5z5c z9 z /� , � . � WW SHEET NO. � � ROADWAY DESIGN HYDRAUUCS �� , ��� \\� � � � ENG�NEER ENGINEER / � I / � � ./ I // � / �/// / / � I � � I ,� ;�,�;�, , U-252���_ MOD � ,/ _ , - - ,� � � � �; � oo-, �, SITE 3 �EI��ARG��EMENT � � '�� � � � ; 0� �� ,2' L � � � � � � � �� — — � „ � � � _ �� , �� � � � � � - �� �-�-� �.; , , � , ,, �,,�� � � � � � �, ,�_ �:_ .. �, � � �� �� � � A �� , � � ` � �� PERMIT DRAWING � ' ; - - - �� � � � 1 � � / _ � SHEET 13 OF 14 / ^ � _ � �� _ - ; �� � � �, � ;�` � � \ � � � � � � � , ,��� �� � � � � � � I � � �� �� ' � � , ' � - _- � � / � � �i. , , � � � � � � � �-��, / � -- ,� , � � / _ - -- � � /,� , , ��� , - , � � `� � � i � - _ , � �r- � - -� � — —� - , ; -� ,—. , , � - ` ,� � � ' -- � , � I '' � , � ,� --- -- � _ � � r , _-- � o ---�-- '� � � NCDO �, � S� �� � �� PUE ;; � � � � - , � ,' � , � - � � � � � ,' � � ' � � C � - /�IJ— ' � C � ��xis � iNc Riw ,� \ �I � , � � `A - �,TE�,� BASE ����TCH �� `A�' � —Yl3CD �- PT Stoa 58�f4/o63 ��� � � ;S�E DETAIL BE i -DDE = 459��, CY ; � � � � � � � � CL I,�IP RAP= 370 T�NS � � � I � GF= 755 SY ' ' ' ___; ' , ; ; i ' ; ` ' , ' � � � G�� -- �' � , �� / y� � - ------ � � , � � , ----- -- ------ _ / �, �� g -- --- � G & F ! w '�!, � �� 3, �T, o HW -- � --------- ---- --- -- - -- , � _ � ,'� �� �� , _ _� ----- , _ � �WAB � F�L�. � , ; , � / �', I / ��D��� � � � �, ,, � � _ ; �, , � � � �� � � �� r�� - � � ��� i ' � '� �� - ��� kOYE \� JB /MH � ' - � - _ - _ , - � � _ � � � ; -w , _� o � � i HW , ��, � ' _ � �' �-/ -� � �� �- � - - - _— � � , _� � ; _ '' ' E B�N C�T�i� IE R� _ - _ ,. - - , i �E�� A �� �, �V� � - _ -_ - � - _ _ -- --" ,���c,f — — — — � � � — _— - _—�-- c —�— . , __— -- -- � — � �„ � _� �- _� -- - - - - - ,%- - - - - v - - _ G . � - _ �\���, � � _- ! � � / - i REMQV_�-- - � ��' � `�' � ___ __ � N � , � // _ . - _£�,_ — — ----- --- ----------�------- - _ - ---- — — �—�— � �' � � ,.�;-- - - - _ _ -X- - _o � - - -._ - � � _RCR-�t� -- ,-' - -- - ��_ -- � _ - - - -_ - - - � - - - — - - ;. 2 - - - _ - - �� _ �� , , � � � µ --- �- - � � � � �-_ --- � � � �_ -��� � - - - �_ ' , - r _ - - - _ -' � _ _ - , - - � � - , , - � i- - -- � - � � �._ � - -- ��— - - .. .:�_�� --- � - � - - - - - - � > �� � �� � � �_ � � � _ I , J —, - _ - — _ , - _ --- — — ,,_ _ - - - _ t7 ' - - _ - _ -- REM�Vf Di BY OTH€ RS - � i ,, - � c`� - - - RETAIN /,/ �UNCT�ON B _ ' _ — -- �- —� - - - - - �� — � REMO�- _ / ' _ � �r � �� � � 1� - �� � � ��� � � � j I m � �� ��� �°- � —� �— - � :J -- // _ _ __ _ _ _ - - � � — -- � ,, l - I _ _I - � � - `� --_ _ � - - _-- - - - - _ - � Q°=�4'-0302" Ei i- - _ -- �I -_ - - - _____- - � S DENOTES IMPACTS IN ��� SURFACE WATER 40 0 40 , , , �P° DENOTES TEMPORARY IMPACTS IN SURFACE WATER GRQPHIC SCA'�E 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 8+00 to 10+50 -Y13- (LT) 60" RCP 0.03 0.02 0.03 < 0.01 < 0.01 41 5 **1 8+00 to 10+50 -Y13- (LT) Bank Stabilization < 0.01 5 ***2 15+00 to 21+15-Y13RPD Roadway Embankment 0.43 0.03 0.04 362 3 66+50 -Y13- (LT) 54" RCP 0.01 < 0.01 61 10 TOTALS*: 0.46 0.05 0.03 0.06 < 0.01 469 15 0 *Rounded totals are sum of actual impacts NOTES: ** This is a new site and Jordan Lake Buffer rules apply. 0.02 acres of 0.03 fill in wetlands result from drawdown of the ditch at station 9+93 to 10+50 -Y13- left (outside of ROW). "**0.15 acre was originally permitted as mechanized clearing in U25256 Site 21. September 2014 V � � N � � � .. � V � � O V Prepared for the North Carolina Department jjj'DRf1ULIr,S ENriINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH W/ ofTransportation in the o��e or.� � ETHERILL - ADT 2018 = 63160 � ENGINEERING R� 50 25 0 50 100 �„,, �oqp � ADT 2040 = 96400 LENGTH ROADWAY TIP PROJECT U-2525C = 5.127 MILES '° �� °� ���o 2012 STANDARD SPEClFICAT/ONS P PLANS K= 10 % LENGTH STRUCTURE TIP PROJECT U-2525C = 0.138 MILES � EDWARD G. WETHERILL, PE pg ^ � D= 60 % TOTAL LENGTH OF TIP PROJECT U-2525C = 5.265 MILES RIGHT OF WAY DATE: rnorecr Eucr,vEen srchaTu�: � '� 50 25 0 50 l00 MAY 31, 2016 � g T= 14 %* BOB A. MAY, PE ROADWAY DESIGN �� � ENGINEER PROFILE (HORIZONTAL) V= 70 MPH LETTIIKG DATE: pRo�cr nEsicN ENcrrrEEa �'�p o�j l0 5 0 l0 20 * nST=8°/a DUAL=6% JULY 17, 2018 °� sr��a��� FUNC CLASS=INTERSTATE NCDOT CONTACT: TATIA L. WHITE, PE, PLS PROFILE (VERTICAL) ��STATEWIDE TIER�� ROADWAY DES7GN: PROJECT DESIGN ENGINEER P.E. 57GNATURE: 6 PROIECT REFERENCE NO. SHEET NO. � DETAIL AP DETAIL BH nuowne�e iMPncrs zoNe � so� o' o� � U-2525C 2F DETAIL N LATERAL BASE DITCH ROCK PLATING i i � i0E PROTECTION �No�ro s�oie� �Ho��o s�aie� GRAPHIC SCALE / R^N SHEET NO. �Na��o s�aie� �----{ ALLOWABLE IMPAQS ZONE 2 ROADWAY DESIGN HYDRAULICS b �'�e� Nm�.ai I r— I // TRANSPoRTATiON PLANNiNG/DESiGN - BRiCGE/STRUCTUHE DESIGN ENGINEER ENGINEER No�ural - ,�.� °\ S�oPe Ground d z J p 1� �"��- slope �'S CIVIL/SITE OESIGN - GIS/GPS - CONSTHUCTION OBSERVATION �ro��d b F MITIGABLE IMPACTS ZONE 1 / � �� ceorexn�e B Min. D-1.0 Ft. � d= 1.0 F. Mox. d=1.0 Ft. GEOTEXTIIE 6= aA Ft. ��o�=.r�l� �w�,e� a �s < b.o' 8=3.o Fr. � MITIGABLE IMPACTS ZONE 2 /�/ PERMIT DRAWING Type of Liner= Closs B Rip-Rop Type af Liner-� Class I Rip-Rap 6=5.0 Ft. iype of Liner - Class I Rip Rap � SHEET 2 OF S FROM STA. 7�130 TO STA. 9 I� 69 -Y13- LT FROM STA. 9+88 TO STA. 14+44 -Y13- LT FROM STA. 9+69 TO STA. 11+50 -Y13- LT ^G��/ / / Y j / ` PO � Reese B. Ken+ Jr. UNLESS ALL SIGNATURESECOMPLETED a / U-2525C MOD �P�M VERGIE M. COX �� � ' SITE 1 � /� ��, � -Y14- PT Sta. l2+14.25 � o � oe p �/ WE�L � � � ,� � � Sue L Council � � E�P �'r ✓ � � + . �� � J.-�.� \\\ � � z / ,,, / � �s E�e +�� .� � s ��'. CARL SCHOOLfIELD �� VERNICE H.FULIER � �� �,wE�� \\\�� ,� • � �� � ;S`"`�`w�"�: ���-4�s� Swf"r4"'�_ ���/ � ��� � � � aocK P�n1iH� �� ���Y14- PC Sto.lI+20. 0 "'� -(�---�. � I � ,;� �r _� -- --�-e.� ISBKD �a',N�, I I 6p'��' � � C EESDERIP RBH �' 6 d'C /�� _ '1 �• rh � 1 ISBKD �� EST. 525 TO / ^ +c( �J � �� ��'-- "_-'--" I/ ❑ �. � �� s � \ WOO�S EST_ 890 SY F /\ h, VS �-o ISBLKBU` �^' / + � �� � -' N 30° 54' 03.2" E-Y14- ---- ORAH M. WHITAKER ��� I f ; PATRICIA C. ROCKBURN \ ,�r� ,' c� . r�� �/ �. - A 3' L,ATERA� BASk� DITCH / � � � ti" �� � �SqrM �+ see oerna nP -Y14- POT Sto. 10+00.00= c/�' CORBIN RD � � �' � o DDE = 223 CY ---- \ 1 \ / �L RIP RAP- 376 TONS -Y�.3- POT Sl cg 7 Q . _-'____-___'_"'_'_"__'_'_'_"'_'_"""_"' � / 1 CSP GF= 790 SY �� 4+ � SPECIAL CUT V DITCH e� „ .��e-" ,_�- �� �� ��__-�- �R^`�/z�-���------- ------- 1Fa =��- � � ° /�`�s° � `�oerni�T� ---� ---C I- � � \ � ,,�� TOE PROTECTION 'C` P� W Exi..1.Nc reiw . -�t�-> �EE�E7AfC-FT '���9- - _ _ - - - - - - - Ezisrwc aiw \ � - - _ �A� � — W � e� � �GP CL B RIP RAP=90 TiONS F � I —_ _ _=�_7_ _ �_ r_�_ _ N � I / i GF-276 SY F �_i_� ' -� � -I -___._---___ R P-III �-2GI - - ---- I�-�j � F _ _ __ _________' ----________._ _ - r�_ _ ---- - ----- 15 _________ _ ______ - - - � ___ ROD AND LUG HW �EXISTING TRAVEL 1 � - - - - - - - - - - - - - - i- -� W -'-� / � � F �/ I�'�zELBOWS REMOVE , / FACILITYBOUN�ARY I�� �➢nl f _ _ ----- ------------. o- �'� —�� \ // REMOVE------ ! / I.' �/ N� �J Fo X X X X X X FX O � n � _r F � . .-�ti, ��r__._ F ---� --� I - -_.—_ � 2 REMOVE � \ ----___--_ O _ -�� �— ---- ... ...— — __—_—__ _ ____ —_—__�_- -- . - —._.._—__—__ _ — — 64�kP'�L_---___� _ o"BSr -- -- —". - � - REMOVE O _ /� US 29 SBL BS7 � + �..�-��� f — — � 15" RCP-IV ' -- n� -'_ —.. ... _ All -- — � — ------- - REMOVE -- N ------ EOr US 29 NBL BS7 L��/ E%�TEND AND — _____ � ---'}°�i --', � M REMOVE- � /�� — — -- ---- �—__�_ � / '_ _� _ �' — �-- — ---- � / II� RETAIN � �h-RETAIN i" � / RETAIN - \ /� N. � CB ---- 18"CONC = _ _�B — _ —� � _ RETAIN _ � _ — , I II� r -- ______�=---=co�— — - „ RCP III ��� _ _ 2 �Ai �_ X-____'__' � ODS _ � — � II � i HL / � � � _ i \ � - ___ — — ___ --- CONC C _-__---___ --_ �`., � il2' CP � IN GR �R _ � RETAIN � � � Z ��rn�- __ __ � CL.B RIP RAP� � X / m —� RETAIN —� VE � '_-'C� J _________""__'_ EST.2 TON _ / I �r� l9'B57 — , � IE5T.7 SY GF � r / "Y= _ — _ � — — — '______'____________ C ________ ____ SOIL&GR � / � � — � /i---- � �R����RRE ro_____ V EwSTiNG r+/w ,` — TAIN 3&LiArN�i � ________'_` � ____a_w_ GR—____________ �X r___ � � I ` - N- I m� i I �II �—isiiNc I q8"�HL� � Ai %�v ___ �___ WOCD _-\ ' i � �I �1 W�(�NE o � CONC / XI �' � ��� � oECK ��� X NAEGE� OOR ADVERTISING � i ' II� ��� ��� � � � �� ��� � UCKCHAR LLC '� ��� mmc � � i i i �� o �R __ _ o � i i i � ISBKBIJc CONC FNO ii_ I �� GATEi I I ,- I '� :/ �'j (' � x � i x -- i J �� .. -. .- �i �i � cR�Xj �o��� � � � �� iR isFo � � � � � + w oos X �x—x—� _ . 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LL j� —� � i � � �3 � �T'� - �I �� � — — � � _ � � � � Q ��� �� ��� � � � — � I MEt P` X I I O � ' I �'�� v�-/ � \ �� SHE� ' � XI I � � � f^ _ � II � � .. ... � `k �X ' I I i i O ��� �� � � �'' � � �J� _ /• � � �r` I � ' �' � X� � � � — � � /—`_ O � . � X 'n.r �� . ri•- !,,�, E� Q �l` / I --r m o �3 / "��`"u�"�,,,,s�"" ^,J �,� � - i '' ❑ uu � �� $,°' „� /�j � � �"'��, _ � ; X _ � � � \ . , � / � � ' ,�"- r'^'' ' � � " S / I i „ � �,j � , W000s � � / � , � � � � C� ; . �� o / ; `�,, _���%� J � �x � � � � �� �% ;�� � �- � � � � � , - � � - �;r �'-� ��3 � {� ( � � ' � �''s 'r � � ( �3 V � ; I �I � ��� ``� ti;r'� � {� � �SEE SHEET 69 FOR -Y13- PROFLE ��� � � ' ;� /�� ;,r�,� �3,r- ���3 -� � �; SEE_SHEET 80 FOR -Y14- PROFLE � ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 DETAIL N TOE PROTECTION �No�to S�ale� F\o\�a< NaNral 1� °;�S\oQe Ground y , F ��7 � d= 1.0 R. 6= 4.0 Ft. — Geotax�ile Type afLiner= Class B Rip-Rap FROM STA. 7+30 TO STA.9+69 -Y13- LT MITIGABLE IMPACTS ZONE 1 DETAIL BH ROCK PIATING ( Nof �o Scale� �s� , s MITIGABLE IMPACTS ZONE 2 GEOTEXiILF — Type o( Liner = Clozs I Rip 0.op FROM STA. 9+69 TO STA. 11+50 -Y13- LT U-2525C MOD ��� S ITE 1 ISBKD oROCKBURN r CARL SCHOOLFIELD WOODS TOE PROTECTION w _ � e�' � �EE / 0 CL B RIP RAP=90 TI�ONS � GF=276 SY F %_ _!_6_F —__— -''� F - _= = - — ----------------------- _ _�_— — � ROD AND LUG I W/2 ELBOWS REMOVE �� REMOVE ROCK PLATING CLASS I RIP RAP EST. 525 TO EST. 890 SY F SEE DET L BH 4 0� 0' 4 0� ����� , P� �� �/ e��n�lllc scn�C / DETAIL AP �jIQ� / LATERAL BASE DITCH �O / � Nol fo Scale) �A b � Natural � � F�II / / Ground z�l p 1� "F- slopa d / GEOTEXIILE g Min.D=1A F. � Max. d =1.0 Ft. •When 9 is -. 60' 8�-3.0 Fi. / Type oi Liner= Class I Ri�Rap 6=5.0 Ft. FROM STA. 9+88 TO STA.14+44 -Yl� LT ��' / / / , � PERMIT DRAWING SHEET 3 OF 5 VERNICE Ho FU��ER / � � Sta. _—Y13— 9+ 88 to 13 + 50 Lt � � � Q =10.5 cfs �� � �� � � V = 3.39 fps � � � � d=0.70 ft �J� � � f����� �� � s —����6g��,����� � � �r ��c�, �S n=0.073 i�� � � ��ti � �� � — �� , Hw �\\\\\�a \ �y_' 1 � �� s �� 3' LATE Tq �� � � ��.`L RIP R� 1 " CSP ROD D �JG �2�L���� _ _ - -- -----------------------T� � EXISTING TRAVEL II FACILITY BOUNDARY IIN �� � � REMOVE �i', Liner=Class I Rip Rap � BA� DITCH E DETAIL AP —YI4— �OT � E = 223 CY = 376 TONS 1 —Y/ j— PO% � GF = 790 SY I —r— _ ��___ -- i Fc EXISTII� �/ r�� � 9V� I�� FOP � 6 BST — � � �� — — � � us 29 se� esT ii BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) 1 60" RCP 9+00 to 10+50 -Y13- X 2426.0 1296.0 3722.0 1 60" RCP 9+00 to 10+50 -Y13- X 422.0 290.0 712.0 TOTAL: 2426 1296 3722 422 290 712 Rev.Jan 2009