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Home My WebLink About20110431 Ver 4_USACE Correspondence_20180530Regulatory Division DEPARTMENT OF THE ARMY WII.MINGTON DISTRICT, CORPS OF ENGINEERS 151 PATTON AVENUE ROOM 208 ASHEVILLE, NORTH CAROLINA 28801-5006 Action ID: SAW-2011-01237 May 16, 2018 Mr. Phillip S. Hartis, III, PE, North Cazolina Department of Transportation, Project Development and Environmental Analysis Unit 1598 Mail Service Center Raleigh, North Cazolina 27699-1598 Deaz Mr. Harris: Please reference the Department of the Army November 22, 2011 permit authorizing the permanent impact to 14,1551f of stream channel and 7.64 acres of wedand and the temporary impact to 1,0351f of stream channel and 0.05 acres of wetlands for the North Charlotte Outer Loop (I-485, R-2248 E) and the I-485/I-85 interchange modification (R-2123 CE) in Mecklenburg and Cabarrus Counties, North Cazolina. Please addidonally reference your Mazch 22, 20131etter requesting modificarion to the pernut resulting from changes to the project plans. The permit modification request the overall decrease of permanent stream impacts by 372 lf, decrease in siream bank stabilization by 831f, decrease in temporary stream impact by OAl acre (-1621 fl and the overall increase in wetland impact of 1.017 acre (with 0.5 acres of previous hand clearing (Site 12) that will now be part of the permanently maintained right of way so is considered a wetland conversion and is now a mitigable unpact).1'he change in these impacts result in the reduction of required mitigation by 3721f of streaxn channel, an increase of 138 acres of riparian wedand (increase in 0.897 acres of riparian impact plus previous 0.5 acre of impact that will now be permanenfly maintained and requires mitigation) and an increase of 0.12 acres of non-riparian wetlands. The pernut modification further identifies an error with previous mitigation calculations. The permit issued 11/22/2011 required mitigation via payment to DMS (formerly identified as EEP) at an amount sufficient to provide for 16.44 riparian wetland credit in the Yadkin River Basin. Based on file review, the correct amount should have been 14.02 riparian wetland credits. The table below shows all impacts and required mitigation, and conections from the 11/22/2011 issued permit: ��e�� h4AY � 0 2018 DENR•WATERRE90lIRCES TRANSPORTATON PERIATTNJO UNT -2- Section HUC Type of. Amount Mitigation Mitigation Total Mitigation Impact of requirement required with requirement with Impact with 2:1 11/22/2011 2:1 ratio ratio permit R2248E Catawba Stream 551 lf 1,102 1,102 stream 1,102 stream units (03050101) Impact stream units (1� units Riparian 0.17 ac 0.34 0.34 wetland 0.34 wetland units Wetland wetland units Impact units (ac) Yadkin Stream 6,8001f 13,600 24,878 stream 24, 878 stream (03040105) Impact stream units units (lfl units (13,600 R2248E + Riparian 6.22 ac 12.44 11,278 R2123CE) Wetland wetland impact units (ac) Non- 0.42 ac 0.84 16.44* riparian ** 14.02 ripaxian riparian. wetland wetland units wetland units Wetland units (12.44 R2248E + impact . 1.58 R2123 CE) (ac) R2123 Yadkin Stream 5,6391f 11,278 CE (03040105) Impact stream (l� units 0.84 non- 0.84 non-riparian Riparian 0.79 ac 1.58 riparian wetland units Wetlands wetland wetland units Impact units (ac) * Error in calculation believed to been caused by calculating the 0.79 acre riparian wetland impact (R2123 CE Yadkin basin) at a 4:1 ratio and erroneously adding in the 0.84 acre non-riparian impact (R2123 CE I'adkin). ** Corrected mitigation that should have been required based on a 2:1 ratio for riparian wetland impacts. I.n regards to mitigation, the pernut modification additionally states that DMS had concerns regarding the mitigation condition which states "EEP will provide ....0.84 acres equivalent non- riparian wetlands..." DMS provided a letter dated Apri121, 2011 indicating that "...non-riparian wetland impacts located in the mountains and piedmont areas of North Carolina will be accepted as requested but mitigated utilizing riparian wetland mitigation credits." This requirement is due to the difficulty of finding non-riparian wetland in the piedmont. DMS requested that the mitigation condition be changed to remove the requirement for providing the "equivalent non- riparian wetlands."� �This change is reflected in the updated mitigation condition shown below. _ .,.. . , , , -3- R-2123 CE — Interchange Portion with I-85 and Future I-485 Minor changes to work in uplands that do not affect pernutted impacts are proposed for this section. These minor changes include revised draining over a utility culvert on Plan Sheet 8, Ramp B and shoulder drains were added on Sheet 10. R-2248E — Roadway Portion of Future I-485 between I-85 and NC 115 Site 5(Stream S6): Changes due to minor grade, fill slope and alignment changes which were necessary to accommodate the approach to the new bridge over Stream S7 resulting in the lengthening and shift slightly to the south of the 8'x7x RCBC.� Site 6(Stream S7): Dual bridges will be constructed to cross the area including Stream S7 resulting of the elimination of 9'x7' RCBC. Site 8(Stream Sll): Vertical roadway profile for Service Road A was lowered and the 8'x9' RCBC was shortened to reduce impact and construction costs.. _ Site 9(Stream S15): Vertical profile for Service Road A lowered and the 42" RCP was shortened to reduce impacts and construction costs. • Site 12 (Wetlands WBA, W109 and Stream Sll): A new sewer line will cross portions of WBA and S 11. The sewer line crossing of S 11 will be via directional bore and therefore will not impact S 11. Wetland impacts are due to increased excavation due to removal of the old sewer line under the new bridge as well as removal of two manholes within the wetland. Site 13 (Wetlands WL, WO and WP): A new water line will impact wetland WO. Site 14 (Wetland WQ): The existing corrugated steel arch pipe remained in place and the construction of the double 7'x8' RCBC at S11/Mallard Creek Road was eliminated. The table below provides specific impact modifications: R-2248E Permit Site Modifications -4- Permit Impact Type Original Modified Change between Change in Site # Permitted Permit original and impact requiruag Im act Im act modified miti ation Permit Permanent stream 4891f 5251f +361f +36 Site 5 FilUloss Stream Bank 561f 441f -121f stabilization Temporary stream � 1841f 1751f -91f impacts Permit Permanent stream 2761f 0 -2761f -276 Site 6 fill/loss Stream Bank 361f 0 -361f Stabilization Temporary Stream 96 lf O lf -961f Impact Permit Permanent stream 24971f 23971f -100 If -1001f Site 8 filUloss Permit Permanent stream 81 lf 491f -321f -321f Site 9 fill/loss Pernut Mechanized • 0.16 ac 0.799 +0.635 +0.635 Site 12 clearing Excavation , 0 ac 0.262 ac +0.262 ac +0.262 � Hand Clearing 0.612 ac 0.497 ac -0.11 ac -0.11 acre Pemut Mechanized 0.03 ac 0.12 ac +0.09 ac +.09 (non- Site 13 clearing riparian) Excavation 0 ac 0.03 ac +0.03 ac +.03 (non- riparian) Permit Temporary stream 571f 0 lf -571f Site 14 impacts Stream Bank 35 lf O lf -351f Stabilization � Wetland fill 0.62 ac 0:60 ac -.02 ac -.02ac Total change in Stream permanent filUloss *-3721f Total change in stream bank stabilization -83 lf Total change in Temporary stream impacts -1621f Total change in Wetland impact (Mechanized Clearing, excavation, fill) *1.017 (of which 0.12 is non- ri arian) Total change in wetland hand clearing (Impact 12) � XX-0.11 * Also reflects change in mitigation requirement. Additional mitigation for hand clearing at Impact 12 is required. **There was a reduction from 0.61 to 0.5 acres (-0.11 acres) for hand clearing, however this entire area will be now be maintained as right of way and therefore will now require mitigation. -5- Changes in mitigation with 2013 modification for the Yadkin River Basin (03040105) axe shown in the following table. No changes in mitigation or impacts occur in the Catawba River Basin (03050101). Total mitigation required for R-2123 CE and R-2248E Projects in the Yadkin Basin i'adkin River Riparian wetland Non-riparian �vetland Stream Units Basin units Impacts itigatio Impacts Mitigation Impact Mitigation requirfng t 2:1 requiring at 2:1 requiring at 2:1 miti ation miti ation miti ation 2011 permit *7.01 * 14.02 0.42 0.84 12,439 24,878 required Change in **1.38 2.76 0.12 0.24 -372 -744 mitigation due to 2013 modification Total for 2011 8.39 16.7� 0.54 1.08 12,067 24,134 permit and 2013 modification Mitigation already 16.44 0.84 24,878 completed based on 11 /22/2011 permit requirement Remaining 0.34 0.24 -744 mitigaiion to be completed due to 2013 modification to im acts. * Corrected tbr calculation errors. ** Includes hand clearing from Site 12 (reduced from 0.61 acre to 0.5 acre) which will now be permanently maintained and requires mitigation. After review of the file and the modification request we have determined that the proposed changes to the permit are minor, and that a supplemental public notice is not necessary. It should be noted that this modification request was received by our office on March 22, 2013. Although the project was reviewed and given verbal authorization at that time formal authorization was not provided and the project modification work has since been completed. This letter provides formal authorization, after-the-fact for the project modifications and accordingly your pernut is hereby modified and a copy of the modified plans are enclosed. The total impacts authorized by the original November 22, 2011 permit and this modification include the permanent impact to 13,7001inear feet of stream channel and 8.56 acres of wetlands and the temporary impact to 8731f of stream channel and 0.05 acres of wetlands. � The total revised mitigation requirement for the November 22, 2011 permit and this modification includes payment to DMS in an amount sufficient to provide credits for 24,134 stream credit,16.78 riparian wetland credit and 1.08 non-riparian wetland credit iu the Yadkin River Basin (03040105) and for 1,102 stream credit and 0.34 wetland credit in the Catawba River Basin (03050101). In consideration to the changes in mitigation requirements, Special Condition "w" for Mitigation is hereby modified as follows: w) In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. It is understood that all other conditions of the original pemut remain applicable. If you have questions, please contact Crystal Amschler of the Asheville Regulatory Field Office, at telephone 828-271-7980, ext. 4231. Sincerely, �Co'��—' � Scott Jones, PWS Chief Asheville/Chazlotte Regulatory Field Offices Enclosures cc: Mr. Jotui Sullivan, III, PE Division Administrator FHWA – NC Division 310 New Bern Avenue, Suite 410 Raleigh, North Cazolina 27601 NOAA/National Ocean Service 1315 East-west Hwy., Rm 7316 Silver Spring, Maryland 20910-3282 Mr. Fritz Rohde National Marine Fisheries Service 101 Pivers Island Road Beaufort, North Cazolina 28516 �e Ms. Amy S. Chapman Transportation Permitting Unit NC Division of Water Quality 1617 Mail Service Center Raleigh, North Caxolina 27699-1617 Ms. Marla Chambers Western Region Highway Proj ect Coordinator North Carolina Wildlife Resources Commission 12275 Swift Road Oakboro, North Carolina 28129 Ms. Marella Buncick US Fish and Wildlife Service Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, North Carolina 28801-1082 Mr. Todd Bowers Wetlands Protection Section — Region IV Water Management Division U.S. Environmental Protection Agency 61 Forsyth Street, SW Atlanta, Georgia 30303 Mr. Doug Huggett N.C. Department of Environmental Quality Division of Coastal Management 400 Commerce Avenue Morehead City, North Carolina 28557 Dr. Pace Wilber National Marine Fisheries Service 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Ms. Donna Hood North Carolina Department of Environmental Quality Division of Water Resources Transportation Permitting Unit 610 E. Center Ave, Ste 301 Mooresville, North Carolina 28115 : Ms. Carla Dagnino North Carolina Department of Transportation Western Region Environmental Program Supervisor II Natural Environment Section � Project Development and Environmental Analysis 1598 Mail Service Center Raleigh, North Carolina 27699 -1598 Mr. Roger Rochell, P.E. Technical Services Administrator 1516 Mail Service Center Raleigh, North Carolina 27699-1516 bcc (via Email): CESAW-RG-A/Amschler CESAW-RG-R/Matthews CESAW-RG/McLendon CESAW-RG/Wicker CESAW-OC/Pruitt Slte B- 1.556 ec. Pertn. Surtace Water Impacl - Flil In Isolelad Pond, Decmasc o1.01 ac Pertn. Surtnce Waler Impucl, Increesc o1 .01 ac Tamp Sudace Waler Impatl Sila B• Oecreasa ol <0.01 at Porm Sudeca Weler ImpeU, Decrease ol <0.01 ec Temp Surtece Welar Impan Slta 11 - OA28 ac. Perm. Surtece Water Impect - Fili In Isoleted Pond Site �4 - 50 If of 24" rcp Plpe Removel Site t6- 0.667 ac. ?ertn. 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DmOLC PIANIING hIL�I'EIOD USI�G Tlil{ INC PUNiING 9Ap .; 1 ] ineh I.In�FmqbnJn bnr �.I4mo.e olcMn/ b.r Y Iwme vlwiel bar tamw.d nlen��nd'ndte �d�lvm kedGry vt ] ineAr� lomrd nlmlu �IdepiE. from �eediin4 r �. 4.Pulllwdteo[6� F.Thvh6mAefn.m�d GI<my� im �vOvr6eplmrc.�fifmiM firmWwtlumo. ��m4ur.11'.ier PIAMING NO7ES� eu�mvic eac � DurIN pl.niLy. �eeNiny nWII k Lep� in o moiu �b (o.eiwlw 'ae��New Gem ��M+N. � 11� 19C PUI'tM1\C 6Ul Mv+�R ba �Ldl hwo a bidi w46 a obe�viv r lon,wd �M11 be ll ind�uleny ] ino6 �Liek e�renJ�e.. I100T PItIIYL�L' Ni ��erw.nen ee roa Now.�t�n�a.n � ��e �,. m.o 10 L�ic6obelmr �6e .�o� �w.. SITE 14 STANDARD BASE DITCH ( Not to Scale) Remove Ex. Pavt. Remove Ex. Pavt. & Seed & Seed Coir Ffber '.i '�/\ Matting /` � p � � Coir Fiber 8= 2.Oft �•�'-I Motting Y25- STA. 24 + 71 TO STA. 25+27 (L� (DDE=22C1� ❑ 71tF.E RFFON!STA'f10K SINLL BE 1'IAY{PD 6 Ff.TO 10 IT.ON CFN[Pq 14WOOM1f SP,\CL�C, AVI+�tAGNG B PI'.UN CE�'CGIt„1PPROl7AlA7ELS 690 PL1.Yf5 PCit ACI(E ❑ CSF. N\TNfi HfJt&1CF.UU3 RIMRLW SF.fill SIR'I'MR fOR THF RfP.NfAN OLTi+fi2 �� a�� Oi'\T : ��' � i'1.`_ ' ,�- �y►'- � Z � R� ' l �w �'��Ji� � ;�r, �� ' � �i i ��i �r� r-��[�i ��.��1- ��'!�_-'�'.-�i1�C{ �r�i�!.1}�Sh�� a�.� • . • iI � ��.',iY`�M"''F;"�� . i �� '��i�� i� ��1 .n___ _._::^�� -.�� :�ii�i�i `��:•,a� � �,� ��-� I . •�� i✓�� . =:^��:oi!I►��'�-�=J"�� r�/r . o000000c� �..�� . �.,�^�� -�-.-�.,.�m��m�m�� a�� . .• �. � � �� E DETAIL M22 fA6PIC ° T ED NATURAL ROCK ENERGY DISSIPATOR ieor ro scmf� REFU11ESiAT1aN ]IL�NRE,I1Pq 5¢E,MT MI.VISH SItAll, C�\FUMI TO 711E FULf.UtIWC� TSM PL4TANUS fIf.CI01i�TA1J5 ApIFJi1C1N SYCNiIIRC ]2 in _ 18 iv OR 75W ACER �EGU�DO ➢OaiIDIIR 12 �n _ IB lv BR 25% PRUNU9 SIlItOTINA ➢UCN CIIERRY 11 in - 18 in O0. 35% SALLC NIGR1 OL\CK 157LGOlV 12 In -16 in BR I REFORESTATION D�TAIL N,CU.(1.T.-RUADSIDC CWIR011TIPMAL U�7i' SITE 16 DETAIL S29 STANDARD BAS DITCH f No; to Scolel aiuro Na+ur Grountl ;� p �,\ Grountl Fllter Fobric g M(n. D= 3.Sft Mox. d= 3.Sft •When 9 Is < 6.Oft B=.5.Oft 1527+50 TO STA.1526+38 (Rn Permit Drawing Sheet�of �Q$ REVISED MARCH 2O12 SITE 15 DETAIL M33 OUTET CHANNEL DETAIL ( Not to Scalel Noturo` Gro�ntl EXCAVATE � CLASS IRIP RAP KEY IN 3' (TYP.I SIDE SLOPES �—INCLUDE FILTER FABRIC 2:IOR FLATTER AS SHOWN ODE= 33 CY 12+51 fLTI SITE 15 DETAIL LB34 LATERAL BASE DITCH ( Not to Scolel b ' N urol �_ Flll Crountl :/ .OBft/ft Slope d � ' B Fll+er Mfn. D= 3.Sft Fabric Min. d= 2.Sft •When B Is <6.Ofi B= 6.Oft b= Varioble Type of Liner=Closs II Rtp-Rap -Y26- STA.70+83.50 TO STA.11+32.50 (Rn SITE I DETAIL M38 OU L T CHANN L ETAIL ( Not to Sealel �Oun Nfo r � y p .y� un riker Faorlc B Mtn. D= 2.Oft Max. tl- 2.Of1 •Wnen e ts t s.ort B= I.Oft T pe of Llner= CLA55 I Rlp-Ra -RP30. STA 19+36(LT) SITE 5 rn*ar reono DETAIL MIO OIITLET CHdNNEL UETAIL 1 Not to Scole) �i0�}� 8-3.Oft-B.OPi VAR � MIN 0= IAft Est.= 65 Tons of CIo59 IflID-Rop ODE=PScy -l- STA. 7343+50 �Rn SITE 9 DETAIL M35. OIITLET CX4NNEL OETAIL 1 NOt to Sc01a1 Fllter �o3't�^ FaC�ic I I LJ B=].Oft MIN 0= 2Afi Eat: 25 Tons of Class IRID-RaD ODE=6oy Est.= 45 SY FF -SERVA- STA 28+32 �L� SITE 2 DETAIL L82 LATERAL BASE DITCH f Noi Yo Scalef N o � � Slopa r un N p • .OB41/ff tl B Fllter GaDrlc Min. 0= VAN. �Wnon B Is < 6.Oft Mln, tl= D 8= 3.OPt TyDe of Llne�= CL.IRID�AaD b= S.Oft -L- STA.7266+17 �Rn TO STA7267+06 IRT) SITE 6 DETAIL S3 STANDARO BASE DITCH f Not to Scalel Nrounel y p '�J� Groun ' Filter Fabrle 8 Mln. 0= 2.Oft Mox. d= 2.Oft •Wnen B Is < 6.oft B= 3.OfT Yll- STA.40+64�LTj (DDE=41CYJ -Ir STA.1345+1OjL� �DOE=70 C.Y.� SITE 10 DETAIL M36 OUTLET [HANNEL DETAIL f Not to Scda1 fill[r �RSf} Fabrlc I I LJ B-3.Oft AAIN U= 3.O4f Est: 45 Tons of Clase IFIC-floD 00E=17cy Est: 90 SY FF -SERVM STA 49+37 �L7J SITE 14 DETAIL SC33 P C AL D CH f NOt to Scolel FYont I Slopa Notural .�L_. p•� Ground zy p " Mln. D=1.0 fi. -Y21- STA.11+00 TO STA.71+50 �R WBFR� STA 12+23�T0� STTAA.�19+825 � T) V25- STA. 21+00 70 STA 2z+oo ��n SITE 3 DETAIL M39 OIITLET CHANNEL DETAIL f Not to Scolel 7 owa' /g� � r' tl / `��.o�r� _ mrer rae�m 0=6.Ofi MPl D= 4.Oft Est: 33 Tons of CIa58 IRIp-Nap Est: 62 SY Fi -Y10. STh 66+11 (RT) SITE II DETAIL M21 RIP RAP AT EMBANKMENT � Nol b Smle) 3' Dilch 1.5' Gmda Fillar Fa6ric 1.5' Type of Ilnar� 75 TONS,CL II0.ip-RaQ_ SITE 4&7 DETAIL MI4 OIITLET CHANNEL DETAIL 1 Not to Scolel 2rwa- r___ � `�Ro�t^ ' fllter Fob�le B=2.Oft-S.Oft VAR MIN 0= 4Aff Esi.= 75 Tons af Class IRID•Nap Est: 135 SY Fi -RPCYI7A- STA.76+99 (Rn -l- STA.1299+41 (Rij SITE 8 SITE 5 DETAIL M9 INLET LHANNEL �ETAIL lNot to Scalel B=S�ff-B.Oft4vAq e w' MIN D= I.Sft ODE=20cy -L- STA. 1339+24 (LT) SITE 8 Permit Drawing Sheel L of 1QB_ DETAIL LB37 DETAIL L834 LATERAL BASE DRCH LATERAL BASE ORCH �Nello Smle� (Nellu Smle� Nr N?I � eun � f- d ?�l 0 1'� t'rt�. 5'bPo d 7.� 0 ry.� 15Ff. gj�e�pp Strecm &d B iNo B Min. ��iA FL Fe6.�e Min. D=7A FI. Foh�lc •µhN B I> > 6.0' Mm. d�].0 F1. M'A.o e 4 a eo' Mm.d=J,0 F. _ Sid.No.B)6.01 B=8.0 FI. SId,Ne.9)6.01 8�8.0 F. Type of llner- Cl I RiyRap b=5.0 k. Type of 4nar= CL I PiyRvp 6=5.0 F. �ERVA- STA.19+41 TO STA.21+41 (Ln �ERVA- STA.77+57 TO STA. 17+73 �Ln SITE 12 DETAIL M29 SPLASH A ( Not to Scalel Cl. B Rip Rap N�tura ! u ound d Grouna F,lie� I-.=.-1 d= I.Oft Febr�c B= 3.Oft ALIGN UNDER OECK DRAINS REVISED MARCH 2O12 DEfAIL M29: -lr STA.1465+56 TO STA 1466+38 8 STA.1466+74 TO STA.7468+75 WB LT -L- STA.7466+59 TO STA.1467+09 8 STA. 7467+39 TO STA.1469+64 WB RT -L- STA.1466+79 TO STA. 1467+23 & STA.1467+50 TO STA.1469+84 EB LT -L- STA.1457+62 TO STA. 1468+10 & STA.1468+69 TO STA, 7470+75 EB RT Y22- STA.52+33 TO STA.52+61 8 STA.53+01 TO STA. 54+25 LT Y22- STA.52+30 TO STA.52+61 8 STA. 53+01 TO STA.54+25 RT � U.S. �4Rn/iY CORPS OF E�lGINEERS Wilmington District Compensatory Miti�ation Ftesponsibility Transfer Forrn Permittee: NCDOT Action ID: 2011-01237 Project Name: fVorth Charlotte Outer Loop (1485 R2248E County: Mecklenburg and the 1485/185 Interchange modification (R2123CE) Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the pe'rmit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements Permitted Impacts Requiring Mitigation� Stream Impacts (linear feet) Warm Cool Cold 551 8-digit HUC and Basin: 03050101, Catawba River Basin Wetland Impacts (acres) Riparian Riverine Riparian Non-Riverine Non-Riparian 0.17 Coastal *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: Stream Mitigation (credits) Warm Cool Cold 1,102 ' • 8-digit HUC and Basin: 03050101, Catawba River Basin Wetland Mitigation (credits) arian Riverine Riparian Non-Riverine Non-Riparian 034 Coastal Mitigation Site Debited: NCDMS (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). , Section to 6e completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name:, Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Page 1 of 2 Form Updated 14 September, 2017 � USACE Wilmington District Compensatory Mitigation Itesponsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: o Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is�provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1J the Permittee, 2) the USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (email: todd.tugwell�a usoce.army.mil). Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: Crystal Amschler USACE Field Office: Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Email: �//�/�i � Click here to enter a date. USACE Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.armv.mil. Page 2 of 2 The Wilmington District is committed to providingthe highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://resulatorv.usacesurvev.com/ to complete the survey online. J. J. lJaS. At3f�1iY CORPS OF E�GINEER� Vl/ilmington District Compensatory I!liitigation Responsibility Transfer Form Permittee: NCDOT Action ID: 2011-01237 Project Name: North Charlotte Outer Loop (1485 R2248E County: Mecklenburg and the 1485/185 Interchange modification (R2123CE) Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements Permitted Impacts Requiring Mitigation* Stream Imaacts (linear feet) Warm Cool 12.067 HUC and Basin: 03040105, Yadkin River Basin Cold � Riparian Riverine 8.39 Wetland Impacts (acres) 3rian Non-Riverine Non-Ri 0.54 Coastal *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Stream Mitigation (cre Warm Cool 24,134 ents: Cold HUC and Basin: 03040105, Yadkin River Basin Wetland Mitigation (cred Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 16.78 1.08 Mitigation Site Debited: NCDMS (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Nam fVame of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Page 1 of 2 - Form Updated 14 September, 2017 c c USACE Vl/ilmington District Compensatory Mitigation Responsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: a Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by. the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsorshould provide copies of this form along with an updated bank ledger to:1) the Permittee, 2J the USACF Project Monager at the address below, and 3J the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (email: todd.tugwell�usace.army.milJ. Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: USACE Field Office: Email: Crystal Amschler Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-500.6 USACE Project Manager Signature S'/��l2oi g Click here to enter a date. Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.armv.mil. Page 2 of 2 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://re�ulatorv.usacesurvev.com/ to complete the survey online. ��