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HomeMy WebLinkAbout20190108 Ver 1_USACE Permit_20190625SAW -2019-00490 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW -2019-00490 County: Alamance U.S.G.S. Quad: NC -Burlington GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: City of Burlington Attn: David Bowman Address: 425 S. Lexington Ave Burlington, NC 27215 Size (acres) 69.01 Nearest Town Burlington Nearest Waterway Little Alamance Creek River Basin Cape Fear USGS HUC 03030002 Coordinates 36.098151, -79.484798 Location description: The proiect area is located along West Front Street, from its intersection with Truitt Drive east to Briarcliff Road, in Burlington, Alamance County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 86 linear feet of stream channel (28 linear feet resulting in the permanent loss of stream channel) and 0.006 acre of riparian non-riverine wetlands, necessary to construct a 10 -foot wide multi -use pedestrian trail, known as the Front Street Greenway, as part of the City of Burlington cross town trail system. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 14. Linear Transportation Projects SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 6/3/2019, and additional information submitted 5/10, 6/21, and 6/22/2019, and the enclosed plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact David E. Bailey at (919) 554-4884, Ext. 30or David.E.Bailev2(&usace.army.mil. Digitally signed by BAILEY.DAVID.E.1379283736 Corps Regulatory Official: Date: 2019.06.25 11:07:56 -04'00' Date: 06/25/2019 Expiration Date of Verification: 03/18/2022 SAW -2019-00490 SPECIAL CONDITIONS 1. Please note that future impacts and/or phases of the City of Burlington cross town trail system and related activities associated with Corps Action ID: SAW -2019-00490 will be considered part of a single and complete project; these impacts will be considered cumulative with impacts permitted during earlier phases regarding compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts to aquatic resources for this single and complete project include permanent impacts (loss of waters) to 28 linear feet of stream channel and 0.006 acre of riparian, non-riverine wetlands. This amounts to a total loss of potential waters of the US of 0.009 acre. Corps Regulatory Official: Date: 06/25/2019 Expiration Date of Verification: 03/18/2022 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 http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd., Suite 300, Winston Salem NC 27105 FRONT STREET GREENWAY BURLINGTON/ELON, NORTH CAROLINA SHEET SUMMARY SHEETS 1-5: CONSTRUCTION LAYOUT SHEETS 6-8: CROSS SECTIONS SHEETS 9-10: DETAILS VICINITY MAP SHEETINDEX o I 1447 York Court g Carp arkme P ' / Parcel # 115995 Loboralory Corporation of Americo Holdings _ -/ <_ � I I 89 94 9 0 69042 -- - -_ BB7'41- - ^ YA ��� 115995 It#ry y;��b t,M K MSTALL DROP MLET �abo Corpomt on of A erlw Holtlli 36"MVOUT 66422 GRATELEV �]0 a"OAK 4"OAK 4'OM ��-V 'GT�T 36"OAK -: -._�. AES- _AH LOS �o 6 4'OAK Y eeT1) - N 68).13 685.92 684.36 683.81 681.05 6)918 6)]52 6)0.11 1$58.81 66).55 LD N NO A N (R N 6)fi.os 0" N�)}.N 6)2.30 RCP J )L�XTEND EXIST 24" RCP 08 O EXTEND EXIST IS" O O + ++ ADDITIONAL 6 LF J J + + HE ADDITIONAL 4 LF O O O O O p REUSE EXIST F.E.S. W I O REUSE EXIST F.E.S. R W EN WEST FRONT STREET A EXL SR 1323 -7 RIGHT-OF-WAY VARIES 2520 W Front Street 2516 W Front Street 2512 W Front Street 2510 W Front Street 251)8 W Front Street Porcel // 115970 Porcel # 115848 Parcel # 115852 Parcel # 115856 Parcel # 115863 Brent J Hartly Ernest A Koury, Jr Emest A Koury, Jr A Richard Johnson, Jr White Tyrone & Rebecca T Fowler, Sr Custodian for Elizabeth Koury MSTALL DR P MLET U 1447 Y rk Court Z P I # 115995 GRA EEL -662.36 GRA ESL =666.50 8�' wEnnrvo F ET- LI b try Corp t n of America HOlBings {^t S ' RCP 1447 York CE 2 '`��.,� J ' ry MYRTLES A G20 LP LIMITS OF DISTURBANCE (TVA Porcel # 115! Laboratory Cl 11 ASPIIALT -• > O S "8 ,.,>... 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GO 652. - O O O (2) 36" E`N M =662.20 REMOVE APPROX SO SY ROSSWALK-142LF8" N cu p 66 - 8s89 36"ENV DOT =662.10 EXISTMG RIPRAP THERMOPLASTIC STA�MG `m O W 661 A 6t 6ON, TOP ELEV =666.83 GO- 0 )GO GO [Z] O N bF. + O �✓ 2508 W Front Street 2502 W Front Street ,./ Porcel # 1159]0 Parcel # 115974 W 1109 Tower Drive Brent J Hardy Pamela H & Dennis E Smith Parcel # 115982 Life Estate Carolina Radio G-P, Inc E"t GENERAL NOTES: NL MATERNAL AND WORKMANSHIP SHALL BE IN 4 GRGANCE WNH THE 6, ALL DISTURBED AREAS NOT OBVEREG BY CONCRETE SIGOREN OR DBIRMAYS QRST -1 OF THE CITY OF BURLINGTON STANDARD DRAWINGS AND SKNL BE NNE GRADED, SEEDED AND MULCHED IN ACCORDANCE RON THE CRY SPETURGA ONS AND THE NORM GROUNA DEPARTMENT OF TRONSPORGUION OF BURLIN6TOx ENGINEERING DEPARTMENT SPECINGTONS AND STfNDARD STANDARD ORAWINGE AND NFENNGRgb. OEINLS WITHIN I DAYS 2. THE CBNTRACTOR SNAIL BE RESPONSIBLE FOR MAKING A ORD INSPECTOR ). ALL SIGNS WILL BE RROCATE➢ BY THE CITY OF NJRLBORTH'S STREET LEGEND ON Of ME EXISTING UnMnES AND CONDITIONS HRIOR TO BID OPENING. THE GEPMTM- CONTRACTOR STALL BE REOPONSIBLE FOR ANY DAMAGE 10 EXISIING URLIRES BE NO FROM HIS/HER WORK. APPROMIWR LGCATIONS ME SHORN ON 8, DURING EXECUTION OF WORK. THE CONTRACTOR SHALL IMMEOIARLY NOTIFY 4FEFIE 'Lao ® ..... ZN, ME DRAWINGS. THE MIM GAGER IF THE CONTRACTOR UNCOVERS, MMAGES. OR CUTS AN EXISTING OLIN LINE, LOCATION TAPE. ON WIFE. CONTRACTOR SNALL BE 3. LONIFPLTBR SHUT FIND VERIFY LOCAPONS OR ALL UNDERGROUND REWIRED TO ASSISI ME UTILITY ORNER AS NEEDED TO PLACE THE VIIUry UNE -pH OEAEI DIANA. STELODURRE RAN GUY! CALL 48 HOURS ;' w . ry ' UBILHES PRIOR TO BEGINNING WORK. THE ENMNFLR SNUL BE NOIINED OF TACK IN SE-O ANY GGNMOTS BETWEEN SmEwuK IMPROVEMENTS AND NELD CGNTMONE EIGAG ED BE PULED ON FROM STREET. Q Q 1. YIZE�NTyaLyi D"E1R0N PIN x BEFORE YOU OIC' 1 -800-632-4949 'SBD IMMEDIATELY, 9. NO MAIERVL MAY CARE SHALL & TAKEN TO PREVENT ALL GPLAGE FROM THE RECENTLY PAVED PDADWAYS. @ wAmt vaLNs D B CLIONG10IINANALLLIANOGNMMSERRSE ignwAcnox c oOF wore snuL BE IN AcroRawCE xm1 Ncml sTeHMRDs onAco © "aoa,eo wa,e6 NneR NEWERaxnaxY NORTH CAROLINA ONE CALL 4/15/19 sSANTARI NBNBNEEXPAN axis�IONTS AND DD EuOLDRUN sewTN Mu1KaLe 'Owls. m ADN". WATER METER 10. AREA Di gSTURBNY£ - 2.9 AC. ON1.SHOR 11 "EDAa 51M6wau EDA ASRNAET PAVEMRNT R PR T DRAWN BY R 4373-17N CITY OF BURLINGTON, NORTH CAROLINA ENGINEERNG DEPARTMENT SCALE BOOK: ST. LOCK. 84 HORIZ:1'=20 UNTILAl TTHIRE(3)EWMNC.11.EK DACKFILLES DBB CONTRACTOR 4ERT: N/A PAGE(S): 53-53 94YL BE TUNED NO LATER THAN FOUR (4) GIENDAR DAYS MER CGMPLETION OF INE SINNG RE T UNLESS OMERWSE APPROVED BY THE ENGINEER, BICKFILL SHALL BE COMPLETED TO A GEGFEE CONFANNEIE TO ME ANADENT O NEW 4 slMEwaLK RMANENT EASEMEHT ACpulslno CHECKED BY ENGINEER rn L•L'lUni )' A `7 1' 1V 1 J 1 n 1 E 1 lJ n 1'.E YY C11 FRONT STREET DALE SHEET N0. 3 Of 10 UNOISNREfO MATERIAL. O -1 CGNsmucnON EAs6M6NT WTL 1/30/18 DER DRAWING N0. 4373-17 1,147 York Court Parcel # 115995 Laboratory Corporation of America IONS Holdings PIPE 42 INITALL Iyp) \ wT Ax n 0 INSTALL 24 LP 48"REP @380% POOL DETAIL INSTALL DROP INLET I POOL PER DETAIL N INV ITR -65 L25 5, INSTALLIITTG SEC INSTALL 6 DROP INLET "V IN -65133 IN INSTALL 100IN 24 INV OUT =651.20 ^ _�- 3 1� 0 6a"K CL B THENIP RAP 5 c,P LIMITS OF TA DISTURBANCE (M) ENDS LL DROP MLET EX. I8 INV M=655.09 24"OAK "INV OUT 611 OR CL 2 RM RAP TI-� GRATE ELEV = 656 80 _ / INSTALLD OP MLETSO ,�Iaii� H CONSTRUCTION I8"PHI IN 655.34 INSTAL INUBIU + SCO 5 � TE CII \ GSl ?S P PPpppgO '�- aP a cn 16"TgVrIN65350 STALL 26 LF 18"INV OUT655.34 0 ENTRANCE(TYP) ORATEELEV=657.60 ..:.3] - P G p a 5R(PL 4Ll IS" RW OU 653.00 ELE 65551 "RCP (�2.]5"e-10 PI 'ASPHALT ,a - / T 1__ ar-� - s a�RATE IEN F - - - 858.9 _ - - - -858.3 T- P 6 - 8617 - wr _ _ 6582] * 55 00 65616 656.85 661.1 N 6 65] _ 55.1 +(P O O // 659.26 56.6 V I656.61 f - F" 65].0] 65T] Go o66 Go 658.6 056.66 o69W. 659.6 WEST FRONT STREET SR 1323 m NCDOTSET)#944v" RIGHT-OF-WAY m VARIES bo ( I 2410 W Front Street Parcel # 115993 2410 W Front Street ( Ansel Ray Stotts I Parcel # 116148 I 2404 W Front Srcel treet pa�cel treet #Fr16150n I I Donald W Perry, Inc Pa # 116149 Donald W Perry, Inc I Larry Sheila Michael & ../ 23'0 Kay Wilso / I Revoc Trust W Parcel by Sonny rM W� I I II I I I I 5.34 INSTALL II TN 2319 W Front Street I 555.00 CLE,7RAP Parcel # 116182 2315 W Front Street 1304 Br iarclift Road 2311 W Front Street Parcel # 11616] 651.60 P E#5 Sarah 5 & Roger L Stanfield I Robert &116184 Yolanda Baldwin MiXhaeE#U.- Teague Ashl eyAL Jr Cor tier STALL 28 LF & Misty D Andrews 1303 Briarcliff Road " RCP @ 1.92% anwwcr Parcel # 116179 1a PINE yy I Owen & Revo Schumacher O'ELM 24' HICKORY 1s'Pw_ ,_., EeE ai"vewoly - - TO- ASP w ,., TRAIL T 651.1 - 6596 .4Q - - - 1.4T_;HN fi.]� -- - - - - 6656 85. ---= 21� 4PP� 945 - 9. 0 66 /k 8"x 0" CONCRETE CURB N fi6o.61 661 c2 W 662.]0 w" 664.35 A 661.5e A N.D. 669.oa 67o.n A A ]101 6)1.29 P / J NCDOT STD #846.01 REMOVE 24 LP p MSTALL 156 LF O +j + + So REPLACE EXIST. PIPE; GO GO INSTALL 14 LF EXIST. IS" RCP IS" RCP 2.60% @ O INSTALL 20 LF REPLACE EXIST. PANE; O INSTALL IB LF O O 15" RCP @1.00% @ 15" RCP @ 1.40' 15" RCP @ 1.30% 1 WEST FRONT STREET SR 1323 RIGHT-OF-WAY VARIES - - 2340 W Front Street 1161 Parcel // 52 Danny Alan & Denee" Brown Couch - r - - 2338 W Front Street I Parcel # 118157 I MSA Enterprises, LLC 2312 W Front Street Parcel # 116162 Ronald L & Debra H Cox6 _ CURB RAMP est NCDOT STD ED -- 'E> P 46+65'�L " 2273 Frani Street I SIGNAGE INDICATING END '- I !!! Parcel IT 116178 Nancy 1 Steven D & M Slott OF MULTI -USE TRAIL GENERAL NOTES I F(:FND lk "ax NL MASPAL AND WORKMANSHIP SHALL BE IN ACCORNNCE WEB ME 6, ALL DISNRB0 AREAS NO CONTEREO BY CONCRETE SIOEBBON OR ORNEWAY2 - - -1 OF ME 11 OF BURLINGTON STANDARD DRAWINGS AND SPUSHOCA 0N5 AND ME NORM CAROLINA DEPARNIENT OF TRANSPORTATION SHALL BE FINE GRADED, SEEDED AND MULCHES IN ANDITENCE WITH EHE CRY OF BURLINGTON ENGINEERING DEPARMENT SPECIHGTONS AND STANDARD E STANDARD SRANNGS AND SPENFICAMIIS, BETNLS WITHIN 1 DAYS 0 O E.111 re AN Ax OUT 2. THE CUNTRACTDR SHALL BE RESPONSIBLE FOR MAKING A FlBD INSPECITIN OF ME EXISTING UTILITIES AND CONDITIONS PRIOR M BID OPENING. THE 7. ALL SIGNS WILL BE RBOPATED BY THE CEY OF TURLBOYDN'S MM DEPPANENE 0 O.o-FIRE EYDRANT YXyALyE - urvF, IRory RM CONTRACTOR $ILALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISIING UTILITIES BE NG FROM HIS/HER WORN. APPROMIWTE LOCATIONS ME SHORN ON ME DRAWINGS. 3. CONTTLAUMR 9LUL FIND VERIFI LOCATIONS IR ALL UNDERGROUND UTUTTES PROR M BEGINNING WORN THE ENGINFLR 5X41 BE NOTIFIED OF 8, DURING EXE DIION OF WORK, ME COUEUCTOR SHALL IMMEgATELY NOTIFY ME MIRY OWNER IF THE CONTRACTOR UNCOVERS, DAMAGES. OR CUTS AN GIRD G OLIN LINE, LOCATION TAPE. OR WIFE. CONTRACTOR SHALL BE REWIRED TO ASSIST ME UTILITY OWNER AS NEEDED TO PEACE THE MUTY UNE BASK IN SENYICE. 2 STREET SON ® wAnR ynLTE --- NFLOCATEO WATER METER 05 SANITARY SERER MANHOLE © m XISTNa WATER METER CALL 48 HOURS ® BEFORE YOU DIG �" Sp; Y.. O L g:y } ., 18n9 ANY CONBICTS BETWEEN smEWAHK IMPROVEMENTS AND HELD GDNTMOBB IMMEDIATELY. 9. NO EXCAGNED MATERVL WAY BE PACED ON FRONT STREET. CME SH4LL NEA a EDEw < NEW A6PHUT PAVEMENT 1 -800-632-4949 T�' '�INe<' & TAKEN TO PREVENT ALL SAVAGE FROM EHE RECENTLY RAVED ROADWAYS. NEA A SIDE -1 E6MAx6NT EA .MT .-THIN X3+.4 4. GO MR SLUR REFER TO CITY OF DURLUIGION STANDARD R-12 FOR DETAIL ON EXPANSION 4NT3 AND LONGINDINIL AND TRANSVERSE CONTRACTION TRARFM CONTROL MEASURES SHALL BE IN ACCORDANCE WEN NcmT STANDARDS ED NG EXODIpN OF WORK. O NORTH CAROLINA ONE CALL 4/15/19 "DINRNP 5 NO4373-1 10. MG OF gSTURBMBE - 2.9 M. caxSTRUa"ON EANEUE rt PEJUTHUM-DRPR T ] N DRAWN BY CITY OF BURLINGTON NORTH CAROLINA ENpNEERING DEPARl1AENT SCALE HORIZ:1'=20 BOOK: ST. LOCM. 84 UNTILL AT LFISTI ixRBE (3) CITINGDAYS HAVE EVREST. HOWEVER, SACK LLtt SITYL BE %ACED NO TATER THAN FOUR (4) GLENOM SAYS MER COMPLENON CONTRACTOR DBB VERT: N/A PAGE(R): 53-53 OF THE SURNO BEWOD UNETED O A BILGE E CARNAD BY LE HE ENGINEER. PIETED TO A DEGFR CWPARMI£ TO ME MJASEM UNDISTURBED G L•L'7AT[i J A Y DATE SHEET NO. 4 Of 10 CHECKED BY FRONT CYT STREET 1 1�1 1 1 E� 1 ,,li 1 ll n 1'.1i1W) YY L"'11 UN WANTR ENGINEER l7 WTL 1/30/18 DEE DRAWING N0. 4373-17 35+00 w,s wso 35+50 wss as an wso 36+00 w,s aao a,s wso 37+50 wxs wao 38+00 w,s o -so 39+50 wxs owo w15 40+00 w, a a,s aw wao 40+50 wu w,s °N0 41+50 wxs wm w,s ww 42+00 wu wuo 611 —661 w,s wso 43+35 was as 43+50 au wro w,s aso 44+00 wu aoo ---- M61 an 44+28 aas am w,s ww 44+50 ass am wu wsa 45+00 o-xs owo 4/15/19 171 wao a:o 48+00 aw 48+50w:s wso BEEN C ----- __mil s (MiH Psj z EST wAsxm sTOxE CNO�RES /;) soup GtWNo d secnON wEw �8 ° .Q1Fg Omw Tun CVE P 4 WAIHIS 1— PE = 'NlTRD TO A NO_ of 1e xll N. As E TOP OF eo*. STANDARD CATCH BASIN / LEARD INUE7 PROTECTION Ctt OF BURLINGTON NORTH CAROLINA ENGINEERING DEPARTMENT a 2S %WNCZT o DPoW:C(NC qt G t55GRPASs MSPNGSeOEWAU( DnI VMWES WTIF2 roAENAN S[WAU( VSIDEwFINE e DgwABrTE o.as° TYPICAL SECTION TYPICAL SECTION S B]SPNG CDNOiETE DIDKWAY APRGNS STA 1�G0 TO STA H. x I.S'�ASSxSDDDS'S 25' S'CRASS 9"A" Ex cac s—eec..EE. Ex rnar ^° CEInn lK i �DtS' 1 FT St j DRS' I IT TYPICAL SECTION TYPICAL SECTION me e.x m are e.e� STA STA 1]+15N- STA -11 zz-¢en zz a txw�rcalwo- Iz"1 PLUNGE POOL uu .•� ., I% ►III, iu !•� MI .. , � I I Fe •��F4/``, ••..\�� " TRAIL IN PARK SETTING —f:3R:11111—��)• ©'�..� r� � 1 1 • � )} +, .•SII II• III III q� �%IS SBF FFo�jFftf'w —�0 TRAIL PARALLEL TO STREET T. -17 WC �'STANDARLD ASIHALT GREEN. MULTI -USE PATH s (MiH Psj z EST wAsxm sTOxE CNO�RES /;) soup GtWNo d secnON wEw �8 ° .Q1Fg Omw Tun CVE P 4 WAIHIS 1— PE = 'NlTRD TO A NO_ of 1e xll N. As E TOP OF eo*. STANDARD CATCH BASIN / LEARD INUE7 PROTECTION Ctt OF BURLINGTON NORTH CAROLINA ENGINEERING DEPARTMENT a 2S %WNCZT o DPoW:C(NC qt G t55GRPASs MSPNGSeOEWAU( DnI VMWES WTIF2 roAENAN S[WAU( VSIDEwFINE e DgwABrTE o.as° TYPICAL SECTION TYPICAL SECTION S B]SPNG CDNOiETE DIDKWAY APRGNS STA 1�G0 TO STA H. x I.S'�ASSxSDDDS'S 25' S'CRASS 9"A" Ex cac s—eec..EE. Ex rnar ^° CEInn lK i �DtS' 1 FT St j DRS' I IT TYPICAL SECTION TYPICAL SECTION me e.x m are e.e� STA STA 1]+15N- STA -11 zz-¢en zz a txw�rcalwo- Iz"1 PLUNGE POOL uu .•� ., I% IP MIN ll'MIN N Fe •��F4/``, - " TRAIL IN PARK SETTING �/ q� �%IS SBF FFo�jFftf'w , ���I TRAIL PARALLEL TO STREET T. -17 WC �'STANDARLD ASIHALT GREEN. MULTI -USE PATH CI_ OF ENRUNGTO NORTH CARELINA ENGINEERING DEPARTMENT OF BURLINGTON. NORTH CAROURW ENGINEERING DEPARTMENT DBB GHIMID VgNEER FRONT STREET GREENWAY DEB WTL HORIZ: 14 20' BOOK: 8T. LOCN. 19 MER' N/A PAGE(G): 53-53 DATE SHEET N0. 9 Of 10 1/30/18 DRAWING N0. 4373-17 Action ID Number: SAW -2019-00490 Permittee: City of Burlington, Attn: David Bowman County: Alamance Project Name: Front Street Greenway / City of Burlington / Alamance / municipal Date Verification Issued: 06/25/2019 Project Manager: David E. Bailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date