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2020.02.28 US Army Corps of Engineears - NWW - 2020 - 0051 - B03
COMPLIANCE CERTIFICATION ® US Army Corps of Engineers Walla Walla District Permit Number: NWW-2020-00051-B03 Name of Permittee: City of McCall (Mr. Robert Giles) Date of Issuance: February 28, 2020 ple oinkivlty o the; aet, autholzedl please sign this certifiicationl 'an his pemiut and anymltigat on reo vire_ d b addres urri it' othefiolil©cuing Mr. Eric M. Gerke U.S. Army Corps of Engineers Walla Walla District Boise Regulatory Office 720 East Park Boulevard, Suite 245 Boise, Idaho 83712-7757 Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with all terms and conditions of this permit, the permit is subject to suspension, modification, or revocation and you are subject to an enforcement action by this office. I hereby certify that the work authorized by the above -referenced permit has been completed in accordance with the terms and conditions of the said permit. The required mitigation was also completed in accordance with the permit conditions. ignature of PERMITEE th (g0,20 / DATE Regulatory Division DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS BOISE REGULATORY OFFICE 720 EAST PARK BOULEVARD, SUITE 245 BOISE, IDAHO 83712-7757 February 28, 2020 SUBJECT: NWW-2020-00051-B03, Relocate Parallel Taxiway A, McCaII Airport, Abandoning and/or Relocating Irrigation Ditches, FAA/AIP No. 3-16-0023- 027-2020 Mr. Robert Giles City of McCaII 216 E. Park Street McCall, Idaho 83638 Dear Mr. Giles: We have determined that your proposed project, Relocated Parallel Taxiway A, is authorized in accordance with Department of Army (DA) Nationwide Permit (NWP) No. 46: Discharges in Ditches. This project is located at 336 Deinhard Lane, Hanger 100, within Section 16 of Township 18 North, Range 3 East, near latitude 44.8918830106° N and longitude -116.100670659° W, in the community of McCall, Valley County, Idaho. Please refer to File Number NWW-2020-00051-B03 in all future correspondence with our office regarding this project. Project activities involve the total estimated discharge of 1,993 cubic yards of structural fill material into an unnamed ditch that runs south/parallel of the existing Taxiway A and 3 unnamed cross -drains that intersect the existing Taxiway A. Project plans indicate that your project entails relocating and reconstructing Taxiway A, an estimated 100 feet east of its present location. The project is estimated to impact about 0.53 acres of wetlands (0.38 acres of palustrine emergent wetlands and 0.15 acres of palustrine scrub -shrub wetlands) and 0.41 acres of open water. An estimated total of 4,354 linear feet of ditches will be backfilled. The new taxiway will have a new ditch line, which will also run parallel to the taxiway. However, the new ditch line is designed with a wider bottom and top, and flatter slopes. The new ditch line will consist of a layer of hydric soil recycled from the impacted ditches, to re-establish wetlands alongside the new taxiway. An estimated 1.17 (3400 LF x 15 ft wide) acres of PEM wetlands are anticipated to be created within the new ditch line. The purpose of the project is to have a safe separation distance between aircraft on the taxiway and runway, to minimize the chance of aircraft conflicts. 2 This project is being funded by the Federal Aviation Administration (FAA). All work shall be done in accordance to the attached revised drawings 1 through 5, McCall Municipal Airport, Parallel Taxiway A Relocation, FAA/AIP No. 3-16-0023-027-2020, dated February 18, 2019. AUTHORITY DA permit authorization is necessary because your project involves the discharge of dredged and/or fill material into Waters of the U.S., including wetlands. This authorization is outlined in Section 404 of the Clean Water Act (33 U.S.C. 1344). PERMIT CONDITIONS You must comply with all regional, general, and special conditions for this verification letter to remain valid and to avoid possible enforcement actions. The regional and general permit conditions for NWP No. 46: Discharges in Ditches are available online at http://www. nww.usace.armv.mil/Business-With-Us/Regulatorv-Division/Nationwide- Permits/. If you are unable to access this website or would prefer a hard copy of the regional and general conditions, please notify us and we will provide you a copy. In addition, you must also comply with the special conditions listed below. IG,ENER�►L AND! /:©�R RE=,CcsI,O,N�L PERtlll'IC®'N�_�D,;aT�l�Of�l' General Condition 12 is emphasized, which states "Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark, must be permanently stabilized at the earliest practicable date." SPECIAL C'O'ND:ITI;QO'N:S a. Permittee must perform in -water work in the main ditch that runs south/parallel and other ditches that intersects Taxiway A until after winter snow melt conditions subside, to minimize sediment transport into the North Fork Payette River.. b. Permittee is responsible for all work done by any contractor. Permittee shall ensure any contractor who performs the work is informed of and follows all the terms and conditions of this authorization, including any Special Conditions listed above. Permittee shall also ensure these terms and conditions are incorporated into engineering plans and contract specifications. 3 WATER QUALITY CERTIFICATION You must also comply with the conditions detailed in the Section 401 Water Quality Certification (WQC) issued by the Idaho Department of Environmental Quality (IDEQ) on March 3, 2017. For your review, a copy of this 401 WQC is available on the IDEQ's website at: http://www.dea.idaho.aov/media/60179758/nationwide-permits-2017-401- certification-0317.pdf. If you have questionsregarding the conditions set forth in the Water Quality Certification, telephone the IDEQ directly at.208-373-0550, Boise Regional Office COMPLIANCE CERTIFICATION Further, Nationwide Permit General Condition 30 (Compliance Certification) requires that every permittee who has received NWP verification must submit a signed certification regarding the completed work and any required mitigation. The enclosed Compliance Certification Form is enclosed for your convenience and must be completed and returned to us. LIMITATIONS OF THIS VERIFICATION This letter of authorization does not convey any property rights, or any exclusive privileges and does not authorize any injury to property or excuse you from compliance with other Federal, State, or local statutes, ordinances, regulations, or requirements which may affect this work. EXPIRATION OF THIS VERIFICATION This verification is valid until March 18, 2022, unless the NWP is modified, suspended or revoked. If your project, as permitted under this NWP verification is changed and/or modified, you must contact our office prior to commencing any work activities. In the event you have not completed construction of your project by March 18, 2022, please contact us at least 60 -days prior to this date. A new application and verification may be required. CUSTOMER SERVICE We actively use feedback to improve our delivery and provide you with the best possible service. Please take our online customer service survey to tell us how we are doing. Follow this link to take the survey: http://corpsmapu.usace.armv.mil/cm apex /f?p=reaulatory survey. If you have questions or if you would like a paper copy of the survey, telephone our office at 208-433-4464. For more information about the Walla Walla District Regulatory Program, visit us online at http://www.nww. usace.armv.mil/Business-With-Us/Reaulatorv-Division/. 4 If you have questions or need additional information about this permit, you can contact me at 208-433-4462, by mail at the address in the letterhead, or email at eric.m.aerke(a.usace.armv.mil For informational purposes, a copy of this letter will be sent to: Ms. Kati Carberry (Idaho Department of Environmental Quality); and, Mr. Cass Jones (Idaho Department of Water Resources). incerely, . Gerke Project Manager Regulatory Division Enclosures Revised drawings 1 through 5, McCall Municipal Airport, Parallel Taxiway A Relocation, FAA/AIP No. 3-16-0023-027-2020, dated February 18, 2020. Transfer of Nationwide Permit Form Compliance Form TRANSFER OF NATIONWIDE PERMIT When the structures or work authorized by this Nationwide Permit, NWW-2020-00051- B03, Relocate Parallel Taxiway A, McCall Airport, Abandoning and/or Relocating Irrigation Ditches, FAA/AIP No. 3-16-0023-027-2020, are still in existence at the time the property is transferred. The terms and conditions of this Nationwide Permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this Nationwide Permit, the associated liabilities and compliance with the terms and conditions the transferee must sign and date below. Name of New Owner: Street Address: Mailing Address: City, State, Zip: Phone Number: Signature of TRANSFEREE DATE McCALL MUNICIPAL AIRPORT VALLEY COUNTY, IDAHO JOINT APPLICATION FOR PERMIT DESIGN DRAWINGS FOR: PARALLEL TAXIWAY A RELOCATION FAA/RIP NO. 3-16-0023-027-2020 FEBRUARY 2020 ”t. 1 NOD OtANEDEBOER INDEX OF DRAWINGS 1NUMBER SHEET SHEET TITLE ! 1 COVER SHEET 8. VICINITY MAP 2 WETLANDS STATION 1+00 TO 8+00 3 WETLANDS STATION 8+00 TO 15+00 4 WETLANDS STATION 15+00 TO 22+00 5 WETLANDS STATION 22+00 TO 29+00 6 WETLANDS STATION 29+00 TO 36+00 7 WETLANDS STATION 36+00 TO 44+00 8 TYPICAL CROSS SECTIONS 6 662 100 001 .0 or4661.601.63,m,PAT PEMS10616 Mria McCALL MUNICIPAL AIRPORT PARALLEL TAXIWAY A RELOCATION JOINT APPLICATION COVER SHEET -ro T.0 ENGINEERS 02666411). coNsurmsequeuts SURVEYORS &FLAMERS ISM W JVCITM LANE APPROVED BOISE 0.0 81705 pperpowd 6629 6.166.610.6.61663 1,6,641.(6.11(611.606, 6.61CCT. POW 66656• COPP • cePt01 Mal. • 12300611, .46060,5•066Pie 160117466616666.60631,41•6 10F8 „ 500 PROPOSED TAXIWAY A-3 + - J J 28+00 McCALL MUNICIPAL AIRPORT PARALLEL TAXIWAY A RELOCATION JOINT APPLICATION STATION 22+00 TO 29+00 PAGE 5 OF 8 PROPOSED DITCH 27+00 LEGEND: DELINEATED WETLAND WETLAND IMPACT WATERS OF THE U.S. RELOCATED DITCH FLOWLINE PROPOSED TAXIWAY A 26+00 25+00 + 24+00 JUDD & DIANE DEBOER 23+00 22 WATERS OF THE U.S. (IMPACT SHOWN ON SHEET 2) PROPOSED PAVEMENT PROPOSED EDGE DRAIN PROPOSED FENCE PROPERTY LINE TAXIWAY ALIGNMENT EXISTING TAXIWAY A TO BE REMOVED ❑ ❑ P/L 6+00 WETLAND FILL: 1,170 SF / 0.03 ACRE / 88.29 CY .e= LAND CUT: 0.00 SF / 0.00 ACRE / 0.00 CY TOTAL WETLAND IMPACT: 1,170 SF,/ 0.03 ACRE WETLAND IMPACT TOTALS:. WETLAND FILL: 1,170 SF / 0.03 ACRE / 88.29 CY WETLAND CUT: 0.00 SF / 0.00 ACRE / 0.00 CY TOTAL WETLAND IMPACT: 1,170 SF / 0.03 ACRE TOTAL WATERS OF THE U.S.:27,194 SF NOTE: TOTAL WATERS OF THE U.S. SHOWN ON SHEETS 2, 3, 4, 5, 6 AND 7 COMBINED. 25 25 50 ONE INCH EQUALS 50 FEET T -O ENGINEERS 1998 W. JUDITH LANE BOISE, IDAHO 83705 PHONE: (208) 433-1900 VVVVWTO-ENGINEERS.COM E{LLE 18035744PERMIT-EXHIBOArg OA1E2118/10 JOE: 180357 X00 LEGEND: 21+00 McCALL MUNICIPAL AIRPORT PARALLEL TAXIWAY A RELOCATION JOINT APPLICATION STATION 15+00 TO 22+00 PAGE 4 OF 8 PROPOSED DITCH 20+00 DELINEATED WETLAND WETLAND IMPACT WATERS OF THE U.S. RELOCATED DITCH FLOWLINE w r a WATERS OF THE U.S. (IMPACT SHOWN ON SHEET 2) PROPOSED TAXIWAY A 19+00 18+00 PROPOSED PAVEMENT PROPOSED EDGE DRAIN PROPOSED FENCE PROPERTY LINE TAXIWAY ALIGNMENT EXISTING TAXIWAY A TO BE REMOVED P/L 6+00 17+00 JUDD 8 DIANE DEBOER 16+00 Xx vvv�. v v �/Yvy.i.nn n — — — - WETLAND FILL: 3,331 SF / 0.08 ACRE / 303.22 CY WETLAND CUT: 0.00 SF / 0.00 ACRE / 0.00 CY 1 1,' L WETLAND IMPACT: 3,331 SF / 0.08 ACRE WETLAND IMPACT TOTALS: WETLAND FILL: 3,331 SF / 0.08 ACRE / 303.22 CY WETLAND CUT: 0.00 SF/ 0.00 ACRE / 0.00 CY TOTAL WETLAND IMPACT: 3,331 SF / 0.08 ACRE TOTAL WATERS OF THE U.S.:27,194 SF NOTE: TOTAL WATERS OF THE U.S. SHOWN ON SHEETS 2, 3, 4, 5, 6 AND 7 COMBINED. 15- 25 0 25 50 ONE INCH EQUALS 50 FEET 713 T -O ENGINEERS 1998 W. JUDITH LANE BOISE, IDAHO 83705 PHONE: (208) 433-1900 VNMN.TO-ENGINEERS.COM Ef5E 1550574004-PERM0-001IBIT.0ag 0075.2/1023 JOB. 150357 z 0 0 0 J W Q 2Q V/ Z I•1 0 0 J 0 of LL a� OQQza O �H Z O0u) re -J a U Z 2 J J 0 v JUDD & DIANE DEBOER I S -V AVMIXV1. 0350dOifd'— Op+Z 0( U O 'p U No N '0 U 0 PROPOSED DIT EXISTING TAXIWAY A TO BE REMOVED PROPOSED PAVEMENT PROPOSED EDGE DRAIN U W PROPERTY Lu 0 0 WATERS OF THE U.S. RELOCATED DITCH TAXIWAY ALIGNMENT '0311A0108d Al1012LLS SI SN33NISN3 0.110 NOISSON213d N311111M OIi103dS 1110NIIM SIN31N00 S11 tl01N31NflJ1SNI SMl JO NOLLY31iI00W 210 33O3tl'N0110f10021(1321 ANY 'SS33NISN3 P1 dO AL113dO21d 3111 SI 1N3WO211SM 51141'S033NION3 0-1 OLOZ Q 0d1.010..0.010..0)dad Otra-Nntr,...+W lagey Inv W'[Se aroma1.100100-Lwa3a'Y06'cSTOSIV.N.W0 0100gS0.90W DLSeaBlro " P R O P O S E D D I T C H M c C A L L M U N I C I P A L A I R P O R T P A R A L L E L T A X I W A Y A R E L O C A T I O N J O I N T A P P L I C A T I O N S T A T I O N 8 + 0 0 T O 1 5 + 0 0 P A G E 3 O F 8 C O N S T R U C T I O N I M P A C T J U D D 8 D I A N E D E B O E R C O N S T R U C T I O N I M P A C T C O N S T R U C T I O N I M P A C T u ( ��A 7 4 " S : " . " " " . i " " i ��i " % " N " V e r a . 4 $ : : v . " ��. - 0 0 1 4 + 0 0 P R O P O S E D T A X I W A Y A 1 2 + 0 0 . �� W E T L A N D I M P A C T T O T A L S : W E T L A N D F I L L : 1 1 , 6 6 7 S F / 0 . 2 7 A C R E / 4 9 5 . 1 0 C Y W E T L A N D C U T : 1 , 7 5 2 S F / 0 . 0 4 A C R E / 1 4 . 0 8 C Y T O T A L W E T L A N D I M P A C T : 1 3 , 4 1 9 S F / 0 . 3 1 A C R E T O T A L W A T E R S O F T H E U . S . : 2 7 , 1 9 4 S F N O T E : T O T A L W A T E R S O F T H E U . S . S H O W N O N S H E E T S 2 , 3 , 4 , 5 , 6 A N D 7 C O M B I N E D . X x . . z s x n > X - x ) $ Y T L V F V P R O P O S E D 3 0 " S T O R M D R A I N P I P E T O W A R D S P A Y E T T E R I V E R n " L E G E N D : D E L I N E A T E D W E T L A N D N W A T E R S O F T H E U . S . ( I M P A C T S H O W N O N S H E E T 2 ) E X I S T I N G T A X I W A Y A T O B E R E M O V E D W E T L A N D I M P A C T W A T E R S O F T H E U . S . R E L O C A T E D D I T C H F L O W L I N E P R O P O S E D P A V E M E N T x _ A n x x x - R K W E T L A N D F I L L : 1 1 , 6 6 7 S F / 0 . 2 7 A C R E / 4 9 5 . 1 0 C Y W E T L A N D C U T : 1 , 7 5 2 S F / 0 . 0 4 A C R E / 1 4 . 0 8 C Y T O T A L W E T L A N D I M P A C T : 1 3 , 4 1 9 S F / 0 . 3 1 A C R E P R O P O S E D 1 8 " S T O R M D R A I N P I P E T O T O W A R D S P A Y E T T E R I V E R P R O P O S E D E D G E D R A I N P R O P O S E D F E N C E P R O P E R T Y L I N E T A X I W A Y A L I G N M E N T C A T C H B A S I N P / L 6 + 0 0 2 5 0 2 5 5 0 O N E I N C H E Q U A L S 5 0 F E E T T - O E N G I N E E R S 1 9 9 8 W . J U D I T H L A N E B O I S E , I D A H O 8 3 7 0 5 P H O N E : ( 2 0 8 ) 4 3 3 - 1 9 0 0 V V W W . T O - E N G I N E E R S . C O M E L L E 1 8 0 3 5 7 i 0 1 - P E R M M E 1 9 B F A . y D A T E L I M A J O B : 1 8 0 1 5 7 s 9 3 c ffi g ,`'2" a F o � E ,s 3 $ ti E I an tea. ❑, ❑ —�.. ❑ McCALL MUNICIPAL AIRPORT PARALLEL TAXIWAY A RELOCATION JOINT APPLICATION STATION 29+00 TO 36+00 PAGE 6 OF 8 CONSTRUCTION IMPACT „J 8 B ., , 8 JUDD & DIANE DEBOER PROPOSED DITCH 1.00 LEGEND: DELINEATED WETLAND WETLAND IMPACT WATERS OF THE U.S. RELOCATED DITCH FLOWLINE PROPOSED PAVEMENT 35+00 34+00 33+00 32+00 PROPOSED TAXIWAY A WATERS OF THE U.S. (IMPACT SHOWN ON SHEET 2) PROPOSED EDGE DRAIN PROPOSED FENCE PROPERTY LINE TAXIWAY ALIGNMENT CATCH BASIN K P/L 6+00 WETLAND FILL: 111 SF / <0.01 ACRE / 5.03 CY WETLAND CUT 1,122 SF / 0.03 ACRE / 35.36 CY TOTAL WETLAND IMPACT: 1,233 SF / 0.03 ACRE PROPOSED 30" STORM DRAIN PIPE TOWARDS PAYETTE RIVER 31+00 EXISTING TAXIWAY A TO BE REMOVED WETLAND IMPACT TOTALS: WETLAND FILL: 111 SF / <0.01 ACRE / 5.03 CY WETLAND CUT: 1,122 SF / 0.03 ACRE / 35.38 CY TOTAL WETLAND IMPACT: 1,233 SF (0.03 ACRE) TOTAL WATERS OF THE U.S.:27,194 SF NOTE: TOTAL WATERS OF THE U.S. SHOWN ON SHEETS 2, 3, 4, 5, 6 AND 7 COMBINED. 30+00 25 0 25 50 ONE INCH EQUALS 50 FEET 710 29+ PROPOSED TAXIWAY A-3 T -O ENGINEERS 1998 W. JUDITH LANE BOISE, IDAHO 83705 PHONE: (208) 433-1800 VWNN.TO-ENGINEERS.COM E.FLE 180351-004PERMOiYWBO.d*g DATE 2/1B20 J00180357 McCALL MUNICIPAL AIRPORT PARALLEL TAXIWAY A RELOCATION JOINT APPLICATION STATION 36+00 TO 44+00 PAGE 7 OF 8 PROPOSED 18" STORM DRAIN PIPE I II FE ❑ 43+00 LEGEND: DELINEATED WETLAND PROPOSED TAXIWAY A + 1 42+00 41+00 40+00 JUDD 8 DIANE DEBOER Er J ❑ PROPOSED DITCH +- �- 1 39+00 38+00 -1- 37+00 WETLAND IMPACT WATERS OF THE U.S. RELOCATED DITCH FLOWLINE PROPOSED PAVEMENT EXISTING TAXIWAY A TO BE REMOVED PROPOSED EDGE DRAIN PROPOSED FENCE PROPERTY LINE TAXIWAY ALIGNMENT CATCH BASIN WATERS OF THE U.S. (IMPACT SHOWN ON SHEET 2) P/L 6+00 r: WETLAND FILL: 896 SF / 0.02 ACRE / 104.57 CY WETLAND CUT: 0.00 SF / 0.00 ACRE 10.00 CY TOTAL WETLAND IMPACT: 898 SF / 0.02 ACRE IMPACT CONTINUES TO PAGE 0 PROPOSED 30" STORM DRAIN PIPE TOWARDS PAYETTE RIVER WETLAND IMPACT TOTALS: WETLANDS FILL: 896 SF / 0.02 ACRE / 104.57 CY WETLANDS CUT: 0.00 SF / 0.00 ACRE / 0.00 CY TOTAL WETLAND IMPACT: 896 SF / 0.02 ACRE TOTAL WATERS OF THE U.S.:27,194 SF NOTE: TOTAL WATERS OF THE U.S. SHOWN ON SHEETS 2, 3, 4, 5, 6 AND 7 COMBINED. • c"3 ❑ 36+ 25 0 25 50 ONE INCH EQUALS 50 FEET T -O ENGINEERS 1998 W. JUDITH LANE BOISE, IDAHO 83705 PHONE: (208) 433-1900 VWV W.TO-ENGINEERS.COM E{LE 1807574OFPERMO4I10B0.69 0A1E1/18/10 JOB: 180357 EXIS' 1NG GRADE 5005 5000 EXISTING TAXIWAY A TO BE DEMOLISHED McCALL MUNICIPAL AIRPORT PARALLEL TAXIWAY A RELOCATION JOINT APPLICATION TYPICAL CROSS SECTION PAGE 8 OF 8 PROPOSED TAXIWAY A PROPOSED GRADE - - EXISTING DITCH PROPOSED EDGE DRAIN 175 150 125 100 75 50 25 0 25 TYPICAL TAXIWAY CROSS SECTION PROPOSED EDGE DRAIN -\ i 50 75 100 I (VIES) SOOC I ` ` - - 5005 APPROXIMATE OHWM � I ELEV.: VARIES 5000 5000 35 40 45 50 55 80 65 70 75 80 TYPICAL DITCH CROSS SECTION 6005 PROPOSED DITCH 5000 125 � 0 T -O ENGINEERS 1998 W. JUDITH LANE BOISE, IDAHO 83705 PHONE: (208) 433-1900 W NW.TO-ENGINEERS.COM E{8.E; 180357404.4ERMIi£(HIBO,Ary 0A1E7118/20 JOB: 180357