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HomeMy WebLinkAbout20011061 Ver 1_COMPLETE FILE_20010712UNITED STATES MARINE CORPS MARINE CORPS AIR STATION PSC BOX 8003 CHERRY POINT, NORTH CAROLINA 28533-0003 5090/29000 LN October 15, 2001 Mr. Bob Zarzecki NCDENR-Division of Water Quality 401 Wetlands Certification Unit 2321 Crabtree Boulevard; Suit 250 Raleigh, NC 27604-2260 Dear Mr. Zarzecki: Marine Corps Air Station (MCAS) Cherry Point has received the revised 401 Water Quality Certification and Authorization Certification for DWQ Project No. 01-1061. This letter is to assure your department that MCAS Cherry Point has made payment to the Wetland Restoration Program (WRP) for the Riparian Buffer Mitigation and intends to make payment for the stream mitigation before 12/1/01. For additional information, please contact Mr. Van Nguyen of the Environmental Affairs Department at (252) 466-5013. Sincerely, C. Curlin Supervisory Environmental Engineer By direction of the Commanding General ter. RE: CherryPoint011061 J "W Subyect: RE: CherryPoint011061 Date: Mon, 5 Nov 2001 12:58:02 -0500 From: Nguyen GS07 Huan V <NguyenHV@cherrypoint.usmc.mil> To: "'Bob Zarzecki"' <bob.zarzecki@ncmail.net> Yes the site is correct and since 1942 or something. 2000 linear feet of str4 with the adjustment for would like to hear some it was an oversight on my part. it has been there like that. We are still in the process of restoring Dam (both buffer and stream). Would like some help the easement clause. If you have any thoughts I solutions. Thank you, Van Nguyen DSN: 582-5013 COM: 252-466-5013 FAX: 252-466-2000 "The future depends on you" -----Original Message----- From: Bob Zarzecki [mailto:bob.zarzecki@ncmail.net] Sent: Monday, November 05, 2001 11:06 AM To: nguyenhv@cherrypoint.usmc.mil Subject: CherryPoint011061 Vann, Please confirm that the stream circled in red on the map below is the- one proposed to be be impacted by the taxiway project as indicated in your 401 Certification and Authorization Certificate No. 011061. Thanks, Bob [Image] 1 of 1 1115101 ' CherryPoint011061 Subject: CherryPoint011061 Date: Mon, 05 Nov 2001 11:06:16 -0500 From: Bob Zarzecki <bob.zarzecki@ncmail.net> Organization: Division of Water Quality; 401 Certification Unit To: nguyenhv@cherrypoint.usmc.mil Bob Zarzecki NC DENR/DWQ 401 Wetlands Certification Unit 919-733-9726 1 of 1 11/5/01 1_ -- - Vann, Please confirm that the stream circled in red on the map below is the one proposed to be be impacted by the taxiway project as indicated in your 401 Certification and Authorization Certificate No. 011061. Thanks, Bob oul 'yoaldeW ' i laal OOOZ slenbe youi L :eleos LOl/til/8:alea M „£'8l ,£S o9LO N F,6'6ti ,tS oV6O :uoi}eoo-1 >100-13AVH :aweN ��V ` . 513 s ��. � b� , �..»,��F ��» ^��� �'r.;� ,r '�� f � � � � Bti-����ti� � • �� n � �t->, I ":S ♦ � � '"� � ''` ti r'�t fir.';. 1 ��" y � f�,�y�'vl�''� t 1=.., _ j ! " � is �_ �"' .xrx- .i �.f `" � ' � f // /' • i � � �� / �1'�G � .+" T8 t C J !}—V—R „�.�'_2� 4 1,, �� \� S ► � T� b'��(��,\ fir, � � -- -- � y •� f ; �� � , < ,� � .. �J ''7 by �sy � - - n : � c ♦ � � s x.r Gam''! ♦ ♦� tl � � 1 s I C � 1 co , Ae r e �. W �fjr4 }{tF1 j jj ltis x �rh _ � '� t All 3F W ATFq t pG 7- ~ > o -c Michael F. Easley Governor. William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality October 5, 2001 DWQ Project No. 01-1061 Craven County Page 1 of 2 Marine Corps Air Station Cherry Point Commanding General, Environmental Affairs Department Marine Corps Air Station c/o: Mr. G. W. Radford, Environmental Affairs Officer PSC Box 8006 Cherry Point, NC 28533-0006 Re: APOE Taxiway, Project Number: N62470-00-D-0135, Marine Corps Air Station, Cherry Point, Craven. County, NC Mill Creek (Neuse River) [03-04-10,27-113; SC SW NSW (Nutrient Sensitive Water)] APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS Dear Sir, You have our approval, in accordance with the attached conditions, to impact 300 ft2 (0.007 acres) of wetlands, 374 linear feet of perennial stream and 35,954.5 ft2 riparian buffers for the purpose of constructing the proposed taxiway, as described within your Pre-Construction Notification (PCN) Application Form and site plan dated May 11, 2001(complete application, including permit application fee received on July '12, 2001). After reviewing your application, we have decided that this fill is covered by N.C. Division of Water Quality (DWQ) General Certification No. (GC) 3289. This Certification allows you to use Nationwide Permit Number 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233(8). In addition, you should get any other required federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control and LAMA. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This Certification and Authorization Certificate replaces the Certification and Authorization Certificate issued on August 14, 2001. " This approval is only valid for the purpose and design that you described in your application dated 5111/01. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions.. If total.fills for -this project (now or in the future) exceed one acre of wetland, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). For this approval to be valid, you must follow the conditions listed in GC 3289 (attached), the Neuse River Riparian Area Protection Rule (15A NCAC 2B .0233) and any additional conditions listed below. 1. An additional condition is that all stormwater associated with the new impervious areas shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC 2B .0233(5), except as identified within a DWQ approved stormwater management plan. 2. You are required to mitigate for impacts to the protected riparian buffers before any impacts specified in this Certification and Authorization Certificate can occur. The required area of mitigation to compensate for impacts to the protected riparian buffers is 85,269.51 square feet as required under 15A NCAC 2B .0242. 401 WETLANDS CERTFICATION UNIT North Carolina Division of Water Quality, Department of Environment and Natural Resources 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands Page 2 of 2 3. You are required to mitigate for impacts to the perennial stream before any impacts specified in this Certification and Authorization Certificate can occur. The required area of mitigation to compensate for impacts to the perennial stream is 374 linear feet as required under GC 3289 and 15A NCAC 2H.0506 (h) 4. We understand that you wish to make a payment into the Riparian Buffer Restoration Fund and Wetland Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet these mitigation requirements. This has been determined by the DWQ to be a suitable method to meet the mitigation requirements. In accordance with 15A NCAC 2B .0242(7) and 15A NCAC 2H .0506(h), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2B .0233(9)(C) and GC 3289. Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration Program Office), no impacts to the buffers specified in this Authorization Certificate can occur. You have until 1211101 to make your payment to the WRP for the required stream mitigation. You must provide a statement in writing to this office that you understand that you owe this stream mitigation payment to WRP and that you will make this payment prior to 1211101. Until this written statement is received by this office, no impacts to the stream specified within this Certification can occur. Mr. Ron Ferrell should be contacted at (919) 733-5208 if you have any questions concerning payment into the WRP. For accounting purposes, this Certification and Major Variance Approval authorizes payment into the Riparian Buffer Restoration Fund and Wetland Restoration Fund to compensate for 85.269.51 ft2 of required riparian buffer mitigation for impacts to 35,954.5 fe (and 374 linear feet) of protected riparian buffers and 374 linear feet of required stream mitigation for impacts to 374 linear feet of stream impacts; 03- 04-10 river and subbasin." If you do not accept any of the conditions of this certification and authorization certificate, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This certification and authorization certificate and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the determination of "No Practical Alternatives" per 15A NCAC 2B .0233(8). If you have any questions, please telephone Mr. John Dorney at 919-733-9646 or Mr. Bob Zarzecki at 919-733-9726. Sincerely, Gregory J. Thorpe, Ph.D. NC DWQ, Director Attachments: WRP Notification Form (provided within -the 8114101 approval) GC 3289 (provided within the 8114101 approval) Cci: Bill Biddle-come, USA-CE Washington Regulatory Field Office Deborah Sawyer, DWQ Washington Regional Office Ron Ferrell, DWQ Wetlands Restoration Program , . File Copy Central Files UNITED STATES MARINE COILI RPS d ? MARINE CORPS AIR STATION PSC BOX 8003 S C 401 ( [ 1, CHERRY POINT, NORTH CAROLINA 28533-0003 5090/29000 LN October 2, 2001 John Dorney North Carolina Department of Environment and Natural Resources Division of Water Quality _ 1650 Mail Service Center Raligh, NC 27699-1650 Dear Mr. Dorney: As discussed with Mr. Van Nguyen on October 1, 2001, Marine Corps Air Station (MCAS) Cherry Point requests separate approvals for DWQ Project No. 011061 for stream channel and stream buffers. Due to certain fund restraints MCAS Cherry Point will require sufficient time to allot funds for the additional mitigation cost for 347 linear feet of stream channel modification. Since, MCAS Cherry Point has received all the appropriate permits and approvals, we request immediate approval to initiate construction of the APOE Taxiway project based on the importance of military readiness of the Marine Corps. For additional information, please contact Mr. Van Nguyen of the Environmental Affairs Department at (252) 466-5013. ul,x Sincerely, DF D invironme al Affairs Officer By direction of the Commanding General 41 64r ?OF W ATFgQ Michael F. Easley, Governor ?O G William G. Ross Jr., Secretary co North Carolina Department of Environment and Natural Resources -_{ Gregory J. Thorpe, Ph.D. p Acting Director Division of Water Quality September 24, 2001 Mr. G. W. Radford Environmental Affairs Officer Marine Corps Air Station PSC Box 8006 Cherry Point, NC 28533-0006 Dear Mr. Radford: Subject: APOE Taxiway County: Craven The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) will accept payment for stream and buffer impacts associated with the subject project. Stream and buffer impacts will be mitigated in accordance to General Permit #200110916. Based on the information supplied by you in a letter dated August 29, 2001 the stream and buffer restoration that is necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of mitigation that the NCWRP will accept for this project is also indicated in this table. Stream (linear feet) Wetland (acres) Riparian Buffer (ft2) Impact 374 85,269.51 Mitigation Max. 374 85,269.688 As requested, the NCWRP will provide stream and buffer mitigation as specified in the 401 Water Quality Certification and/or Section 404 Permit for impacts associated with the subject project in the coastal plain of the Neuse River Basin. If you have any questions or need additional information, please contact Crystal Braswell at (919) 733-5208. Si erely, Ronald E. F rrell Program Manager cc: "Rob Ridings, 401 Unit Deborah Sawyer, WaRO Bill Biddlecome, USACOE file 0 r i74CDENIR Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 (919) 733-5208 Customer Service 320 West Jones Street Raleigh, NC 27603 Fax: (919) 733-5321 1 800 623-7748 Page 2 of 2 3. You are required to mitigate for impacts to the perennial stream before any impacts specified in this Certification and Authorization Certificate can occur. The required area of mitigation to compensate for impacts to the perennial stream is 374 linear feet as required under GC 3289 and 15A NCAC 2H.0506 (h) 4. We understand that you wish to make a payment into the Riparian Buffer Restoration Fund and Wetland Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet these mitigation requirements. This has been determined by the DWQ to be a suitable method to meet the mitigation requirements. In accordance with 15A NCAC 2B .0242(7) and 15A NCAC 2H .0506(h), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2B .0233(9)(C) and GC 3289. Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration Program Office), no impacts to the buffers specified in this Authorization Certificate can occur. You have until 1211101 to make your payment to the WRP for the required stream mitigation. You must provide a statement in writing to this office that you understand that you owe this stream mitigation payment to WRP and that you will make this payment prior to 1211101. Until this written statement is received by this office, no impacts to the stream specified within this Certification can occur. Mr. Ron Ferrell should be contacted at (919) 733-5208 if you have any questions concerning payment into the WRP. For accounting purposes, this Certification and Major Variance Approval authorizes payment into the Riparian Buffer Restoration Fund and Wetland Restoration Fund to compensate for 85,269.51 ft2 of required riparian buffer mitigation for impacts to 35,954.5 ft2 (and 374 linear feet) of protected riparian buffers and 374 linear feet of required stream mitigation for impacts to 374 linear feet of stream impacts; 03- 04-10 river and subbasin. " If you do not accept any of the conditions of this certification and authorization certificate, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This certification and authorization certificate and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the determination of "No Practical Alternatives" per 15A NCAC 2B .0233(8). If you have any questions, please telephone Mr. John Dorney at 919-733-9646 or Mr. Bob Zarzecki at 919-733-9726. Sincerely, _ G Gregory J. Thorpe, Ph.D. NC DWQ, Director Attachments: WRP Notification Form (provided within the 8114101 approval) GC 3289 (provided within the 8114101 approval) Cc Bill Biddle-come, USACE Washington Regulatory Field Office x Deborah Sawyer, DWQ Washington Regional Office ~ Ron Ferrell, DWQ Wetlands Restoration Program File Copy - c _ . Central Files - .._DWQ 01106 .. _ .::. ..- -; ... -.,.... ? .<...: -._..... .,a..... ..,. .. .i - 1. r i - - VIA TFRP Michael F. Easley ?O G Governor 7 > William G. Ross,Jr.Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality Division of Water Quality Department of Environmental and Natural Resources. Wetlands/401 Unit Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: General 919-733-1786 Fax: 919-733-6893 Fax To: V& l?!??,u y Fax Number: Z5Z- N(o(o• Zooo Company: & ?221poik-- Date: 1O -ck-0 i From: 3ab 2-4r-Lex +c?? Phone: '-itG - g33. 9-iz,- No. Of Pages including cover sheet: 3 Notes or special instructions: NCDENR Division of Water Quality 2321 Crabtree Blvd, Ste 250' Raleigh, NC 27604-2260 Wetlands/401 Unit: (919) 733-1786 Re: Cherry Pt. Taxi-way Subject: Re: Cherry Pt. Taxi-way Date: Fri, 05 Oct 200109:44:08 -0400 From: Bob Zarzecki <bob.zarzecki@ncmail.net> Organization: Division of Water Quality; 401 Certification Unit To: Deborah Sawyer <Deborah.Sawyer@ncmail.net> CC: John Dorney <john.domey@ncmail.net> Deborah, Please review the attached revised 401 and let me know what you think. I required that they provide us a statement in writing that says that they will make the their stream mitigation payment by December. Given their urgency, I plan to send it out if I don't hear from you today. - Bob Bob Zarzecki wrote: Deborah, John wrote; "Bob - see me (I hope) Tues. otherwise you'll need to split this 401 into two 401's (one for stream mit. & one for buffer mitigation). Give them until 1211101 to pay for stream mit. JRD" -Todd and I assume that this means that we can revise the existing 401 and split the mitigation condition allowing them to pay the buffer mitigation now and stream mitigation sometime prior to December. I'll write up the 401 today. Since I have signing authority I'll sign it and get it out the door. Call me if you have anything to add beyond your email. Thanks, Bob Deborah Sawyer wrote: John, Cherry Pt. MCAS is in a real bind. They need to start const. on the taxi-way in October and need the 401 Cert to do so. The COE has waved mitigation on the project. Cherry Pt. did not calculate the impacts correctly. They calculated the impacts on the buffer and had a check cut for $83,000.00 for the WRP. They did not calculate the stream impacts which would be an additional $43,000.00. Due to the current defense situation, the base cannot cut another check soon enough to begin this const. in Oct. Is there any way the DWQ can accept something in writing, an invoice showing $83,000.00 paid and $43,000.00 owed (how about it Ron), and give them their cert. so that the taxi-way can begin const. This is not the time to let something like this hold up a defense project. Please let me know ASAP so that I can notify the base. Thanks, Deborah Name: CherryPointTaxiway011061b.doc IMCherryPointTaxiway011061b.doc Type: Microsoft Word Document (application/msword) Encoding: base64 1 of 2 10151010 Re: Cherry Pt. Taxi-way Bob Zarzecki NC DENR/DWQ 401 Wetlands Certification Unit 919-733-9726 2 of 2 10151019:44 AN Re: Cherry Pt. Taxi-way Subject: Re: Cherry Pt. Taxi-way Date: Mon, 01 Oct 2001 15:37:04 -0400 From: John Dorney <john.dorney@ncmail.net> To: Deborah Sawyer <Deborah.Sawyer@ncmail.net> CC: Coleen Sullins <Coleen.Sullins@ncmail.net>, Jeff Jurek <Jeff.Jurek@ncmail.net>, Ron Ferrell <Ron.Ferrell@ncmail.net>, Bob Zarzecki <Bob.Zarzecki@ncmail.net>, Jim Mulligan <Jim.Mulligan@ncmail.net>, Tom Steffens <Tom.Steffens@ncmail.net>, Dennis Ramsey <Dennis.Ramsey@ncmail.net>, Cyndi Karoly <cyndi.karoly@ncmail.net> yup. the 401 gives them until (okay gave them until!) september 14 to pay WRP. if they need more time, have them send me a letter with a proposed payment date (as long as it is reaonable - say by 12/30/01??) and we can modify 401/buffer approval. bob - if i am gone on vacation when this happens (likely) please handle. thankx Deborah Sawyer wrote: > John, > Cherry Pt. MCAS is in a real bind. They need to start const. on the > taxi-way in. October and need the 401 Cert to do so. The COE has waved > mitigation on the project. Cherry Pt. did not calculate the impacts > correctly. They calculated the impacts on the buffer and had a check cut > for $83,000.00 for the WRP. They did not calculate the stream impacts > which would be an additional $43,000.00. Due to the current defense > situation, the base cannot cut another check soon enough to begin this > const. in Oct. Is there any way the DWQ can accept something in writing, > an invoice showing $83,000.00 paid and $43,000.00 owed (how about it > Ron), and give them their cert. so that the taxi-way can begin const. > This is not the time to let something like this hold up a defense > project. Please let me know ASAP so that I can notify the base. > Thanks, > Deborah 1 of 1 10/5/01 r UNITED STATES ARINS CORPS MARINE CORPS AIR STA'nON Psc 9W( CHERRY POINT Nc 8405 Fff4 CAROLINA :285n4M 5090/29000 LN John Dorney October 2. 2001 North Caroiina Department of Environment and Natural Resources Divi$ion of Water Quality 943 Wa,shirxgton Square Mall, Washington, NC 27889 Dear Mz. Doxney: As discussed with Mr. Van Nguyen on October 1, 2001, Marine Carps Air Station (MCAS) Cherry Point requests separate approvals for DWQ Project No. 011061 for stream channel and stream buffers. Due to certain fund restraints MCAS Cherry Point will require sufficient time to allot funds for the additional mitigation cost for 347 linear feet of stream channel modification. Since, MCAS Cherry Point has received all the appropriate permits and approvals, we request immediate approval to initiate construction of the APOE Taxiway projeot based on the importance of military readiness of the Marine Corps. For additional information, please contact Mr. Van Nguyen of the Environmental Affairs Department at (252) 466-5013. Sincerely, FO D 110 Vviro en Affairs Officer By direction of the Commanding General C701 IL ?, 1 From: D fir, ar, EPAIVI'MENT FAX r t Environmental Affairs Departments Questions? Call Fax MCAS CHERRY POINT CHERRY POINT, NO 28533 To: til r Company: Nc D C Date: c) I Pages: (including this one) Q Sub'ect o ? ?,?x? ?? Message: i- F WAIF Micha el F. Easley 'OGovernor W?r7' William G. Ross, Jr., Secretary Department of Environment and Natural Resources 0 C Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality August 14, 2001 DWQ Project No. 01-1061 Craven County Page 1 of 2 Marine Corps Air Station Cherry Point Commanding General, Environmental Affairs Department Marine Corps Air Station c/o: Mr. G. W. Radford, Environmental Affairs Officer PSC Box 8006 Cherry Point, NC 28533-0006 Re: APOE Taxiway, Project Number: N62470-00-D-0135, Marine Corps Air Station, Cherry Point, Craven County, NC Mill Creek (Neuse River) [03-04-10,27-113; SC SW NSW (Nutrient Sensitive Water)] APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS Dear Sir, You have our approval, in accordance with the attached conditions, to impact 300 ft2 (0.007 acres) of wetlands, , 374 linear feet of perennial stream and 35,954.5 ft2 riparian buffers for the purpose of constructing the proposed taxiway, as described within your Pre-Construction Notification (PCN) Application Form and site plan dated May 11, 200 1 (complete application, including permit application fee received on July 12, 2001). After reviewing your, application, we have decided that this fill is covered by N.C. Division of Water Quality (DWQ) General Certification No. (GC) 3289. This Certification allows you to use Nationwide Permit Number 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233(8). In addition, you should get any other required federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control and LAMA. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application dated 5111/01. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in GC 3289 (attached), the Neuse River Riparian Area Protection Rule (15A NCAC 2B .0233) and any additional conditions listed below. 1. An additional condition is that all stormwater associated with the new impervious areas shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC 2B .0233(5), except as identified within a DWQ approved stormwater management plan. t 2. You are required to mitigate for impacts to the protected riparian buffers before any impacts specified in this Certification and Authorization Certificate can occur. The required area of mitigation to compensate for impacts to the protected riparian buffers is 85,269.51 square feet as required under 15A NCAC 2B .0242. 401 WETLANDS CERTIFICATION UNIT North Carolina Division of Water Quality, Department of Environment and Natural Resources 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiands Page 2 of 2 3. You are required to mitigate for impacts to the perennial stream before any impacts specified in this Certification and Authorization Certificate can occur. The required area of mitigation to compensate for impacts to the perennial stream is 374 linear feet as required under GC 3289 and 15A NCAC 2H.0506 (h) 4. We understand that you wish to make a payment into the Riparian Buffer Restoration Fund and Wetland Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet these mitigation requirements. This has been determined by the DWQ to be a suitable method to meet the mitigation requirements. In accordance with 15A NCAC 2B .0242(7) and 15A NCAC 2H .0506(h), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2B .0233(9)(C) and GC 3289. Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration Program Office), no impacts specified in this Certification and Authorization Certificate can occur. Mr. Ron Ferrell should be contacted at (919) 733-5208 if you have any questions concerning payment into the WRP. You have one month from the date of this approval to make this payment. For accounting purposes, this Certification and Major Variance Approval authorizes payment into the Riparian Buffer Restoration Fund and Wetland Restoration Fund to compensate for 85,269.51 ft2 of required riparian buffer mitigation for impacts to 35,954.5 fe (and 374 linear feet) of protected riparian buffers and 374 linear feet of required stream mitigation for impacts to 374 linear feet of stream impacts; 03-04-10 river and subbasin:' If you do not accept any of the conditions of this certification and authorization certificate, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This certification and authorization certificate and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the determination of "No Practical Alternatives" per 15A NCAC 2B .0233(8). If you have any questions, please telephone Mr. John Domey at 919-733-9646 or Mr. Bob Zarzecki at 919-733-9726. Sincerely; Attachments: WRP Notification Form GC 3289 Cc: Bill Biddlecome, USACE Washington Regulatory Field Office Deborah Sawyer, DWQ Washington Regional Office File Copy.. Central Files DWQ 011061 Michael F. Easley Governor O?O? W AT ?RQG ?? r William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality NORTH CAROLINA DIVISION OF WATER QUALITY 401 Approval and Authorization Certificate SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS In accordance with 15A NCAC 2B .0233 and 15A NCAC 2H .0506, the US Marine Corps Air Station at Cherry Point has permission as outlined below and within the attached certification and authorization certificate to impact impact wetlands, streams and buffers for the purpose(s) of constructing the proposed taxiway. All activities associated with these authorized impacts must be conducted with the conditions listed in the attached certification and authorization certificate. THIS CERTIFICATION AND AUTHORIZATION CERTIFICATE IS NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP) DWQ Project No. LOCATION: COUNTY: BASIN/SUBBASIN 011061 CHERRY POINT CRAVEN 03-04-10 As required by 15A NCAC 213.0233 AND 15A NCAC 2H .0506 and the conditions of certification and authorization certificate, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands, surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the state. 0.0 acres of Class WL wetlands 0.0 acres of riparian wetland 0.0 acres of non-riparian wetland 347 linear feet of stream channel 85,269.51 square feet of stream buffers One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee to the Wetlands Restoration Fund per 15A NCAC 213 .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC 2B .0242. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WRP. Signature WETLANDS RESTORATION PROGRAM (WRP) NC DIVISION OF WATER QUALITY 1619 Mail Service Center Raleigh, NC 27699-1619 (919) 733-5208 Date North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/ MEMORANDUM TO: John Dorney Regional Contact: Deborah Sawyer Non-Discharge Branch WQ Supervisor: Roger Thorpe Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Cherry Point Marine Station: Taxiway County Craven Project Number 01 1061 County2 Recvd From APP Region Washington Received Date 7/12/01 Recvd By Region Project Type airport taxiway Certificates Stream Permit Wetland Wetland Wetland Stream Class' Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. l4 titre,tm O l O N F_r27-11 3 SC 7,vNSW 30,410. F - - 375.00 F__ F_ FY O N F_ I F, -F_ F_ F-I ry- Mitigation Wetland MitigationType Type Acres Feet Wetland restore F_ 0.01 F375.W Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y 9 N Have Project Changes/Conditions Been Discussed With Applicant? QQ Y O N Is Mitigation required? Q Y O N Recommendation: Q Issue (0 Issue/Coed O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: This pro ject has 375 linear ft. of perennial stream im ap cts aping) and 300 sgft. of wetland impacts, Buffer mitigation required will be 85,269.51 ft. (20,891.84 of Zone 1 impact X 3 multiplier = 62. 675.52 sqft. ;15, 062.66 soft of Zone 2 impacts X 1.5 multiplier + 22-59?ft). rendition., The M CAS should satisfy the mitigation cost requirement of the WRP. The WaRO has no objections to this eject once mitigation has been addressed. COMPI FTED BY WARO ON 8/13/01 cc: Regional Office Central Office Page Number 1 Cherry Pt. MCAS Subject: Cherry Pt. WAS Date: Mon, 13 Aug 200109:41:29 -0400 From: Deborah Sawyer <Deborah.Sawyer@ncmail.net> Organization: DENR To: Bob Zarzecki <Bob.Zarzecki@ncmail.net> CC: Rob Ridings <Rob.Ridings@ncmail.net>, Ron Ferrell <Ron.Ferrell@ncmail.net>, John Dorney <John.Dorney@ncmail.net>, Roger Thorpe<Roger.Thorpe@ncmail.net> Bob, I have just entered Cherry Point Marine Station Taxiway project # 011061 into the tracking system. WaRO has no problems with construction of this taxiway as long as the mitigation requirements are satisfied. There are 374 linear ft, of perennial stream impacts and a total of 85, 269.51 sqft. of buffer mitigation required (Zone 1 and 2 X multipliers). There is also 300 sqft. of wetland impact (not sure whether this will require mitigtion or not since it is not an acre). The MCAS is in a hurry for this one to be const. Please send invoice for mitigation costs ASAP. Thanks. Deborah 1 of 1 8/13/01 " UNITED STATES MARINE CORPS MARINE CORPS AIR STATION PSC BOX 8003 CHERRY POINT, NORTH CAROLINA 28533-0003 Mr. John Dorney Division of Water Quality, 1650 Mail Service Center Raleigh, NC, 27699-1650 Dear Mr. Dorney: 5090/18160 PAYMENT LN July 11, 2001 t t. RECEIVED 401/Wetlands-TI nit 011061. A pre-construction notification (PCN) form was sent to your office on May 10, 2001 regarding Marine Corps Air Station Cherry Point's proposed construction of a taxiway in the area of Mill Creek. Enclosed please find the PCN application fee in the amount of $475.00, check number 6689. If you have questions or require additional information, please contact Ms. Robin Ferguson of the Environmental Affairs Department at (252)466-5917. Sincerely, G. DF R ironmental Affairs Officer By direction of the Commanding General Encl: (1) check 6689 PAYMENT RECEIVED UNITED STATES MARINE CORPS MARINE CORPS AIR STATION PSC BOX 8003 CHERRY POINT, NORTH CAROLINA 28533-0003 5090/18160 LN May 11, 2? Mr. John Dorney Division of Water Quality, 1650 Mail Service Center Raleigh, NC, 27699-1650 401/Wetlands Unit 01 1061 8 2001 Dear Mr. Dorney: Marine Corps Air Station (MCAS) Cherry Point proposes to construct a new taxiway. This construction will impact a tributary of Mill Creek. Therefore, we have enclosed a Pre- Construction Notification (PCN) form and request that it be reviewed and distributed. The $475 application fee is being processed by the Defense Finance and Accounting Service in Kansas City and will be forwarded to you as soon as it is received, per the instructions for federal agencies on the enclosed PCN. Also enclosed are project drawings, aerial photos and project area snapshots to facilitate your review. If you have questions or require additional information, please contact Ms. Robin Ferguson of the Environmental Affairs Department at (252) 466-5917. Sincerel , G. DF E ironme 1 Affairs Officer By direction of the Commanding General Encl: (1) PCN (2) Project drawing (3) Aerials and snapshots - t? t5 U U...,f.Yi MNY 18 2001 11, li GROUP i UALITY 011061 \ NA T fi?Q CO r- 7 Lt! O.- Pre-Construction Notification (PCN) Application Form For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE) Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401 Water Quality Certification. The USACE Individual Permit application form is available online at http://www.saw.usace.army.mil/wetlands/Perm app.htm. The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide, Regional or General permits, and to determine which permit applies to your project, please go to the USACE website at http://www.saw.usace.anny.mil/wetlands/regtour.htm, or contact one of the field offices listed at the end of this application. The website also lists the responsible project manager for each county in North Carolina and provides additional information regarding the identification and regulation of wetlands and waters of the U.S. The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant which 401 Certification will apply until the 404 Permit type has been determined by the USACE. Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The applicant is also advised to read the full text of the General Certification (GC) matching the specific 404 Permit requested. In some cases, written approval for some General Certifications is not required, provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should contact DWQ's Central Office in Raleigh at (919) 733-1786. Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC regional coordinator (listed by county on the last page of this application). _rl 7 r7l rri Page 1 of B r?r1 C7 ---i CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on the last page of this application) the applicant should also contact the North Carolina Division of Coastal Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate the 404/401 Permits. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this application). Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant to address information needs for all USACE Nationwide, Regional or General permits, as well as information required for State authorizations, certifications, and coordination. Fully providing the information requested on this form will result in a complete application for any of the USACE Nationwide, Regional or General permits. To review the minimum amount of information that must be provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf. Processing times vary by permit and begin once the application has been determined to be complete. Please contact the appropriate regulatory field office for specific answers to permit processing periods. 401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401 Certification, then a non-refundable application fee is required. In brief, if project impacts include less than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is required. A check made out to the North Carolina Division of Water Quality, with the specific name of the project or applicant identified, should be stapled to the front of the application package. For more information, see the DWQ website at http:/ih2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be attached with the application unless the applicant is a federal agency in which case the check may be issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules, the application fee does not apply, and the applicant should clearly state (in a cover letter) that only Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested information, or denial. Page 2 of 13 Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. 011061 If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ® Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: II. Applicant Information Owner/Applicant Information Name: Marine Corps Air Station Cherry Point Mailing Address: Commanding General, Environmental Affairs Department Marine Corps Air Station PSC Box 8006 Cherry Point, NC 28533-0006 Telephone Number: 252-466-4599 Fax Number: 252-466-2000 E-mail Address: radfordgwna,cherrypoint.usmc.mil 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 3 of 13 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Construct Taxiway at APOE 2. T.I.P. Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 4. Location County: Craven Nearest Town: Havelock Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): The site is located on the southwest side of runway 14L, between the runway pavement and the northernmost fuel pit of the refueling area. 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: The existing land use is a military airfield. The proposed taxiway would connect an existing fueling area with existing runway pavement. 7. Property size (acres): 11,862 acres 8. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek Page 4 of 13 9. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 10. Describe the purpose of the proposed work: The purpose of the project is to provide an additional taxiway to connect the fueling pits and runway 14. The additional taxiway is needed to improve the flow of aircraft traffic in and out of the fueling area. The new taxiway d would provide a safer separation distance between entering aircraft, hot from flight, an exiting, freshly fueled, aircraft. 11. List the type of equipment to be used to construct the project: Track excavator/backhoe will be used for earth moving. Long-arm excavator or crane would be used to dump stone, which would then be loaded with a bucket. A small dozer would be used to spread stone. Four 60" pipes would be placed with a 50-ton Mantawoc crane. D6 Caterpillar bulldozers would place fill materials after pipe installation. There would be a maximum of 4 to 5 pieces of equipment at one time, working from high ground. 12`. Describe the land use in the vicinity of this project: The project is within the primary clearzone of the WAS Cherry Point airfield. The primary clearzone is maintained in grass to comply with FAA requirements that the primary clearzone be free of obstructions (including trees). IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Deborah Sawyer of the NC DWQ Washington field office performed a site visit on October 10, 2000 to determine whether waterways to be impacted were manmade conveyances or modified natural streams. Based on historic drawings and the present character of the waterway, Ms. Sawyer determined that the waterway in the area of the proposed taxiway crossing was a modified natural stream (Moccasin Branch). However, this section of Moccasin Branch has been channelized and disturbed many times since initial construction of the airfield in the 1940's. The previous disturbances have been in association with grading and construction of runway facilities and maintenance of the airfield clearzone. Wetlands around the airfield were delineated in 1995 by Geo-Marine Incorporated. This work did not identify any jurisdictional wetlands in the project area. Since this time a small area (300 Page 5 of 13 ft2 has taken on the criteria of jurisdictional wetland as determined in a site visit on April 26, 2001, with Mr. Bill Biddlecome of the US Army Corps of Engineers Washington field office. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: There are no additional requests to be made in the foreseeable future. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** filling 300 ft2 no 0 palustrine emergent * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, tits, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema'gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Page 6 of 13 List the total acreage (estimated) of existing wetlands on the property: 1200 acres Total area of wetland impact proposed: 300 ft? 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) culverts 256 Moccasin Branch of Mill Creek 20 perennial before after 1374 relocation 56' in culverts + Moccasin Branch of Mill Creek 20 perennial 118' in concrete basin x List eacn impact separatety ana laemi temporary impacts. impacts inciuae, our are nur llmrreu rV. culverts anu a55v1AlLUU tit,-tap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.p,ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 374 feet 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) ody Name of Water (if applicable) body Type of Waterbody (lake, pond, estuary, sound, ocean, etc.) T List eacn impact separweiy ana mennry temporary impacts. impacts inciuue, our are nur uuntcu w. lilt, cn"vanvii, utcurtus, flooding, drainage, bulkheads, etc. Page 7 of 13 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area:_ VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The taxiway has been sited in the proposed location to improve the flow of traffic of incoming empty aircraft, hot from flight, and aircraft exiting the fueling area loaded with fuel. These are large aircraft requiring large turn radiuses. The new taxiway could not be sighted closer to the middle of the fuel pit area (where it would not cross regulated waters) because this would result in a turn radius that would be undoable for large aircraft. The northernmost fuel pit is used most heavily so crossing from this fuel pit directly to the taxiway is the most direct path, and accommodates the need for the aircraft to have separation between incoming and outgoing planes. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 8 of 13 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/stnngide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and pro osed method of construction. Please attach se ore space is needed. A mitigation project to replace lost stream and buffer areas is not possible onsite due to the location of the project within an active military airfield. e al ie tivel--?-fregttentLy-modified as airfie ions and requirements (and possibly even the aircraft themselves) change. It would be impossible to guarantee the preservation of any restored, enhanced, created or preserved area. Additionally, the management of the airfield clearzone is dictated by Federal Aviation Administration guidelines. These FAA guidelines require that the primary clearzone (750 ft to either side of the runway center line, and 1550 ft from each end)- be obstacle free. Trees are considered to be obstacles, so these areas must be maintained in grass. The affected stream is not providing habitat for aquatic resources, and has been impacted many times since the creation of the airfield in the 1940's. Outside of the clearzone area, we are not aware of any opportunities for restoration, enhancement or creation that would suffice as mitigation for the impacts of on is o erationa of be relotaVd. ayment into the Fund is the best and only option available for mi Page 9 of 13 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htrn. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet Amount of buffer mitigation requested (square f ,t): 85 269.51 Amount of Riparian wetland mitigation requested (acr Amount of Non-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 0 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ® No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes .? No ® This project was reviewed for NEPA by the MCAS Cherry Point( Environmental Impact Review Board. Finalization by the State Clearinghouse is not required for our NEPA documentation. ?' O_ t X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a Page 10 of B map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 20,891.84 3 62,675.52. 2 15,062.66 1.5 .99. Total 35,954.5 !85,2679.51 Zone 1 extends out 30 feet perpendicular from near bank of channel; exten additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Mitigation proposed is pavment into the Riparian Buffer Restoration Fund outlined in 15A NCAC 2B 0242 (7). 4 X1. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Existin,2 impervious area is 144 acres Proposed impervious area is 2.2 acres 4 sediment traps will be provided to store a total volume of 14,105 cf of run-off X1I. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 1 I of 13 XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes F] No N Is this an after-the-fact permit application? Yes R No N XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). ,E,14 4& IU A & 9A) I& Ili Fa1 P 5 4orF&e s/r?/a Appicant/yent's Signature ,r 0 Vided.' 's signature is valid onl i an abut attton etter from t e licant is ) (Agent US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Union Watauga Yancey Wilson Yadkin Page 12 of 13 Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland US Fish and Wildlife Service / National Marine Fisheries Service US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service Raleigh Field Office Asheville Field Office Habitat Conservation Division Post Office Box 33726 160 Zillicoa Street Pivers Island Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516 Telephone: (919) 856-4520 Telephone: (828) 665-1195 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Fax: (919) 715-2671 CAMA and NC Coastal Counties Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 13 of 13 o-oy n o ? 4 , 9 a 0 97 E 0 tl 9 E 7f d b elf, r4l , m M O p ? f+l ?O a? ? 4 V c ? B N C i U1 a a q ^ e. v op 4 a oa ? a? Al?-` 'Ilk rt Are 6 s' t F 9 S d 6 ? Y ? fi B o F E.Y ? r t 9 B ~ T a: a re Fq k '` ae ? a` B v y o e 0 rt ? o ? c n 0 rD rf a U? Q rn . (DD rM i/ i - _ _ _ _ _ 0 0 c i, ~ 17 _ A, , ij i 7 ;Kinston W - o ; l . ~ I~ i ~1 i ~ 1 ~ T ~ r II _ ~ ~ i ~ 70 ~ - i ~ i~~~. 1 V ~L ~ ~ i ~ ~ ~ I ~ C~Rr~ ~ I ~ ~ tVi 5,_ 1 _ a, ~ .j ~ r----~ , Fps' ~ ~ F ~ - _ D 1~ I~ i~ i ~ ~ ~ 1 H9~'EI:OCK ~ ~ 1 cn 17 \ ~ Z 58 ; 70 , ~ ° p i ~ 7J _ /rl ~ ~^7~~,~SOhV ~ r~ ~n~ ~ E ~ ~ ~i (n ~ V I p I ~ T ~ I';~. i~ II ~ i~ it \ i ~ i i o i j v I~ ~ ~ I ! I~ it i ~ I i 1 ~ _ 0 I i r., y ~ l n n ~ ~ r I - -r~n;T~G ~ ~ I . ' ~ - - A q~1', ~ J ~ ~L~~ U ~ ~.i' mil' I ' ~ ~ N s/5~ l ~ ~ C , ti~iclnit ~ ~~1a ~ P 0 5 10 20 30' ' Scale of Miles r i ~ I i w ~ i= I ~ i '~W i i i ~I ~ ~ ~ ~ 4~ oI ~ Z Z; Q W C O W~ w ~T~ T ~ ~ y ~ ~ I. ~ ~ ~ C C U ~ r U d T i ~ U O I ~ ~ j ~ I ' U G Z Z 11 ~ ~ 13W~NN ~ ~~~~W ~I~I4LL~oo i C _ ~ ~ ~ z ~ l T ~ T //J . ~V ~ ~ l _ i ~ 1 i I ~ ~ _ ~ i ~ 1 ~ I I i I w \ ~ l L ~ i //~I ~ / 1 l ^ jQ i < ~ 1 rl ~ ti v" ~ ~ ~ ~ v , _ ~ ~ ' ~ ~ ~ _ _ A ~ ~ n ~ !.n ~ I T I LJ v L ~ X ~ y'r` ~1 Lr U l~ ~ U l~ A 'J V _ ~ ~ ~ - _ i ~ ; ~ ~ l~ - ! I ~ L) ~ ~ ~ ~I ~ ~ , _ z j I` `s Q a ~ C ~ _ _ A~ ~ , \ I i~ ~ ~ ~ r1 i ~ ~ A ~ ~ V v ' ' v ~ - ~ s 4 i J- ~ O i0 ~ ~ ~ v ~ o ~ ~ 7 i> o io F~ W _ ~ I r., ~ ~ o I / ,o M.C.0. ~ ~ j gl ~ ~ N. ~ ~t ~ / ~ / q ~I ~ ~ _ ! T A ` 1 1 r ~ 4 Q Q ii~~ I i .-i i ~ '6 H~~~AJ V ~ ~ ;F .Y L_ HOUSING I; / J ~ ~ iii r 1 o D S J ~ ~ ' ~ ~ 50 - - a HA R ~ JL OUTS _ ~ 1 ° pia ~-Q ~ i;, ~ ~7 ~ I~ ~ ~~„K~ .,I , _ _ I - r ~ ~ , ~ r1~~~J 1. ~ ~,`1~1L'V~L~ r. C".~!~\ ~IJ JLI~ ~ N ,z I ~ ~ ~ /r A i~,J~ -1 ~ ~ ~ i '7 i ~ _ p i ~ r'` ll i n ~ T ~ ~ ~ 0 _ i ~o ~ ~ ~ II Ji'_J~GE / ~ A _ Z 1Q -=~n~C'~n,~ r~N,~~~~r ~ ~ ~ . z., ~ ~ _ J~ ~ ~ ~ ~ U B I; it ~ i I q ~A ~ ~ ~ , F " Z ~ - ~ ~ - ! ~ - 1 ~ ~ !/,1 i~ 1 _ ~ ~ ~ I A / it I _ I ~ A , f , T n n I y~y ~I r § _ ~ ~ - ~ ? ~ _ V ~ ~ l ~ ~ ~ ~ - ~ r ~~2 ~ I ~ - ~ z Z ~ r T ~ _ - .j i FORT MACGN ~ ~ N C .I _ I ~ \ , P o VILLAGE 3AND C-4 ;'r,' Y ' n'~;"~~ ~~i ~~~~i ~r _ ~ zo ~ ~ ~ o ~I ?F, T (`'f~ 'T ~'z L' r0 W 0 0 ; , ~ Q ~ ~ , ~ ~ C' I J ~ ` 1 ~ , 111 _ ~O ~ ~ - 1' ~ \ o . _ I j O - 14 HAUL ROUTE ~ i l~ r ~ ~ i ~ ^0 Q~ ~ ~ o Q w o ~ 4 = I Z Q U > O I- - q ( ~p ~ ~i p'0 MAIN ' tO ° iJ / s? ~ GA > w d' w .~h ' ~ ~ ~ ~ ~o ,i ~ _ ~ I Z X N = i ~ ~ ~ - _ --i, ,l O Q tD (n HAUL ROUTE' I~3~3j ~ n, ~ I 1- Z 1' > r r-, Q W ~ ~ J Dui o - - ~ ~ W w ~ m F- ~ ~ ~ Q Q Z G~ J, " _ s~ o Z ~ 0 ~ _ _ _ ~ .,r .l~iL .l'~.-~1~ ~ ~ ~ ' ~ ~ i / ~ , ~ ~ ~ SLOCv6+ I U l ~ i - VI~',~GE z O w U O ` ~ ~ 1 ~ / \ - o w ~ / / , o ~ r/ Z z - I~ ~a, ~Q I a, ' ~ f~ A CODE iD. NC ~ SIZE ~ STAFF ~ CAPEHART ~ SCALE: NCNE HOUSING ~ - d ~ FED DRAH9NG NC. py/~- ~ GRAPHIC SCALE i 2000 STA. PRC,1 NC. ~ 0 ~ ~ SPEC. NC ~ k ~ ~ 500 1500 2500 300 r, "ONSTR. CCNTR. N0. 1000 2000 3000 NAY~AC DRAWING NO S :E 1 OF 19 - ~ G G-1 j 7 fi 5 4 4 3 2 1 ~ _ _ _ i I f a W D 35 Z 35 p Z > o W U W i i 1 30 - - - i - _ _ _ 30 r c~zo~~ zou~ ~ ~~r; N K 274.1 Z O ;r ~ ~ N _ Q ~ LC 200.00 x ~ ~ ~ ,Oil ~ ~ N .l, w o i~ ~ Q + ~Ui> W ti O, I. ~w> w ~ li i " ~ ~ J O i U Z J ~ Z U w ~ ~ 25 o a~>_ Z ~d ~ p O W p -~1w Z - - c~' cn' ~ o ~ N---- _ OTC N~~w W - - _ ~ 25 ~ ~ ~ o oo~~ o~ I ~ I w U ~ + I I ~ W a ~ o z N ~;IN a ~ ~ w u I _ I I-- > ~ -1.000 > w ~I a ~ o 0 0 ii q ~w U> ~ w i ~j -0.270 7U % ~ I i o0 o; . ~ I 2 0 - - - - - ,n, - _ _ - _ - ~ ~ ~ ~ ~ 2~ o ~ ~ I ~ ' ~ I o . l i ~ t I > ~ I ~ to -w ~ ~ v ~w i 1~ r I~ _ ' ~ ~ O ~ vai z N i o ~ W Ig ~o o > o I° ~ ~ ~ ~ti 5 - ~ U ~ l~ a Q a _ p I~ O ~ O ~ i ~ Z O '.I I Q NEW 60" PtP ES ;i _ ~ ~I ~ B \ U z ~ ~ ~ aZ j ~ W ~ W ~ ~ ~ I Z Z ~ V~ ~ p w W O Z W ~r c~ W Q I W N I w~ i O 5 _ _ - _ - N~*~ - _ _ _ - _ - _ _ _ - _ W < W ~ W z 5 ~ ~ Q w~ J < U O ~ w W _ 2 z ~ r O U Z X ~ ~ Q F- N ~ Q Q tD W ~ F- ~ Z ~ Z Q ~ Q O- a ~ ~ ~ ~ w w ~ ~ ~ rn p = N 0) a~ CO ~ ~ ~ m - rn co _ ~ ~ co O x ~ X N _ - ~ N _ N ~ _ Q~ ~ fY ~ ~ Q ~ ~ r- ~ O_ O - Q Q N~~ N-- N^ O N N N T N:, N-- N- N~ Z 1+00 2+00 n 3+ ~0 4±GO 0 ~ ~r00 Q n. z ~ U O W _ ~ U O ~W z w Z N.T.S. r Q Q G W A CODE ID. N0. 80091 SIZE 0 25 12.5 0 25 50 scar: sEE DR~wINc FED DRAi4iNG N0. Sia. PRQ7. N0. HORIZONTAL GRAPHIC SCALE BAR SPEC. No. 2.5 0 5 ~n ~~.,~r~ ~VIY~I R. VVIYI R. hV. VERTICAL GRAPHIC SCALE BAR ruvFAe oRawiNC NO, SHEET 7 OF 9 r !'LE NAfG"E; PROF LE.dg FLC? SCA! E: 1=? (FAPERSPACE) C-6 / 8 I ~ ~ 6 ~ 5 I 4 4 3 2 1 i 0 a a a D Z I ,I o 35 35 ' ^ i a~ Z \ Md O f O a i - - - - _ _ _ . - - - - _ _ - - 30 30 7 J ~ ~ ~ ~ ~ ~ O ~ rrj N I I ~ 1 n~ ZQ~ ~ 0) N K ~45.~ ~ + W W U tY) L C 200.00 ~ z N Q~ , ~ Z ~ ~ Z D w O X~~ Z o > w > >~w _w ~ VI Q ~ ~ F ~ U W w ~ ~ 2 p ~ O D U p U d p Z 2 5 - - - - _ _ _ _ _ _ - - - _ _ ~ ~J w Q ~ W N N j w ~ o I a G o o ~ ~ ~ C 0 _ _ - a o I - - - _ - - _ 20 - - - _ _ _ 2 - C F- 0' c z O U ~ o o Q ~ z ~ o y~ VU ~ a o - ~ ~ x o, . i ~ o ~ c + N w o o ~ a o e O~'~ II Z a ~ a ~ Q °d I~ O w~`~~> - ~>_~w 15 - - - J- _ _ - - _ - _ - - 15 Q ~ w~~ w v i i } ca s i 2 i U w w z 10 w - - - _ _10 w U B z QZ w o~ N Z_ z Z M J - . WO O W 2 U Z ~ I W D Q N~ I W O ~ W O W ~ J = Q ~ - - - - - - - 5 5 Q U O ~ Z ~ - ~ O X ~ ~ Z N d. O Q cD F=. f Z y. Q ~ Q ~ w w 3 ~ ~ m - ~ x ~ o - N _ . ~ ~ Q ~ Q Q ~ z o N- N:`. N ~ ~ 0 0 Z W U 6+GO 7+00 8+00 ~ w O ~ U O o ~ z W [L W Z ~ _ ~ ~ ~~.T.s. a Q w o ~ A CODE ID. N0. 80091 SIZE 0 SCALE: SEE DRAWING 25 25 12.5 0 25 50 FED DRAWING NC. I S'A. PROJ N0. NO! HORIZONTAL GRAPHIC SCALE BAR SPEC. No. 5 5 2.5 0 5 10 coNSrR. coNrR No. I KAVFAC DRAWING NO. VERTICAL GRAPHIC SCALE BAR SHEET B OF 19 n nr r ,r1r rryi /n r i r' - f' r~~ , ~ ~ A tRSrA~t 7 1 2 3 4 8 ! 7 6 5 II i i i 0 0 a T2 OF T3 TOP & BOTTOM 1'-10 15/? FOUR PIPES T5 ~ 6" TOP & BOTTOM 12'-11' 11 9/1~' 6 SPA. C 9" "2" BARS IN TOP OF FOOTING ' TAXIWAY D I I I I I I ~Z' ~Z2 1.5% ~.5q Lam- cn q .0% 2. ~ z 2 % o o ~ 3. 3 - • Oq cn o ~ - - _o - / ~ 5 , o ~ p ~ w •p9 ~ ~ W O 1' i 1 1' ~0'- ~ S SPA. @ 9" 2-N 2, END'>rdAL~ g„ 2'-9 3/16 2-N 3. 2-N4 4 NEW 60" PI'PE~ 0„ P~rJ ENDWALL 15 - - - _ - - -----------------15 43'-2" FOUR PIPES EXISTING GRADE 2-V1 ~ 1'-4° STR. FACE o ~ -2-G2 OR G3 3~WZ~W~ 2-N1 Q 8" CZ_'J ~ W W ~ ~ ~ W W ~ 1 ~ ~ t~ ~ ~ V ~ ~ ~ ~ FILL FACE / = O ~ ~ U ~ ~ O W ~ ~ 2 I 1-V1 STR. FACE 10----~~ ~ - a W a p - 10 ~ ~ ~ W a ~ 0 0 0 i r \i i~ 2-B2 V ~ ~ ~ a~ PROPOSED GRADE PROPOSED GRADE ~ i M III N ~ ~ ~ ~ ~ - ~ ~ ~ ~ _ 3 DIA. DRAINS :v I 6" ABOVE j ~ o + - - o - FLOW L!NE 0.18 r Q Q 6" 6" 6" 6" O ~ o 0 5 - - cO ° J- _ _ _tfl-- _ - - r w' ,9 ~CONST. JT. 2-83 2'Bi ~ + ~ II ~ ~ o ~ +I II I ~ ~ ~ N,Iz i ~ ~ -N1 ~ 8" FILL FACE ~ Orn I > ~ ~ m o: ° > J o" r- u~ o~ ~I? W W//~ W g ELEVATION Z'~ ~w ~.VIW < O ~ ? y ~ ~ ~ o, o ~ a. ao aQ. O_ ~ ~ ~ a U a o ao O o u~~- m ~ ~ a ao fir- ON ~N ~ ~~O N~ N.- N~ ~T- cp t" O+GO 0+50 0+50 1+GO 1+50 2+00 2+50 3+00 2~~~ z.. 2 BILL OF MATERIAL 2- G" 6 SPACES FILL FACE FOR ENDWAL~ FILL FACE REINF. STEEL 2 N"@9" I 6AR SIZE LENGTH N0. WEICHi PIPE NOT B1 #4 5'-6" 8 29 „ T C12 C8 v. ~ .S. o U B ~ @t @HOWN ALL H. @ 1'-6" z Z N B2 #4 4 6~ 4 12 8.. 1'-6" N Z,. I T4 B3 #4 6'-0" 4 16 o U i Z M W p ~ Z C' WING WALLD _ ~ G2 15'-10" 2 65 z ~ ~ ~ I z 0 ~ w U W ~ ~ w ~ ° cn w o g" T5 Q 6" ~ ~ ~ FACEA2 ~9, 2IN3, 2-N4 H2 #4 3'-6" 4 9 Q I o ~ U O Z 3'-0" 2 SPA. ~ 1'-9° STR. 3 z ~ - Q S'EC~~ _ ~ FACE 2-H1, 1-H2 N1 #4 7'-11" 8 42 z X ~ N ~ SEC710N - BB 3 SPA. ~ 1'-2" FILL HZ N2 #4 6'-7" 4 18 O Q co J - FACE 3-H1, 1-H2 2 SPA. ~ 1'-6" N3 #q 5'-g" 4 15 I- Z - Q Q F- W ~ t- V2 FILL FACE N4 #4 4'-9" 4 13 N2 1-Y2, 1-V3, i-V4 N w w p m o cv r~ v T1 #4 16'-9" - - ~ ~ ~ - Q ~ w z z z z Z~ ~ 3'-5" ~ N4 T2 #4 19'-6" 6 78 Q z ~ 3 1 /2-~ V4 T3 #4 27'-2" a Z2 ~ 3'-0" T4 #4 5'-3" 6 21 ~ ~ z Zw ~ - ~ w Q Wo ~ _ o ~U O ~ ~ Z3 ~ 2 -7" H1 TS #4 2'-6" 64 107 o ~ cO v' `r ~ 6" HK. V1 #4 5'-9" 4 15 z W ~ w Z H'' 4'-11" ~ ~ iv c~ - - - .,Z.. V2 #4 4'-10" 2 6 ~ ~ H2 2'-11" j-~ 1'-1~ T4 V3 #4 3'-11" 2 5 a Q a w o ~ 'H' BARS 'N' BARS 'Z' BARS WING ELEVATION va #a 3'-~" z a Z1 #4 3'-17" 6 16 A CODE ID. N0. 80091 SIZE D "H", "N", & "Z" BAR DIMENSIONS Z2 #4 3'-6" 4 9 SCALE: NONE fED DRAWING ND. ARE OUT TO OUT. Z3 ~4 3'-1" 4 8 STA. PROJ. N0. SPEC. N0. CONSTR. CDNTA. N0. REINFnR('F~ C'nNC'RFTF ~NnW~I I I N.T.S. Ci2 CB REINF. STEEL LBS. 525 NAV AC DRAWING NO, CON./R.C. CU. YDS 6.9 SHEET 9 OF 19 FILE NAME: DRA!NACESNEET.DWC PLOT SCALE: 1=1 (PAPERSPACE) C-8 $ I ~ I 6 I 5 ( 4 4 3 2 1 _ ~i u rt ~o+ ~I b c a MAX. SLOPE 10 P 1 ~1 ~ ~ SLOE 0. MnX. S_OFt 10:1 MAX. SLOPE 10:1 h 10 10 10 i\~\~ MAX. SLOPE 10:1 o ~ 10 ~ ,,~y~ 0~ ii ~i~~~~~ 1 i i\~~i y~// 10 MAX ~ A BO `v E ~ ~\i~ i~ ~i~//~ iV\i~i~ 1 GRADE ~ iV\ ~~i~ /~~~i~~ w ~~y/ r _ ~ ELEV.=17.21' ~ - ELE -ELEV.-17,77 i~///~ ~ ELEV.=16.17' 6 P ~ ~ ~ ~ ~ ELEV.=12.75' 6 ~ D ~ ~ ~ ELE tLE ~.-7.4 r:~~1,-6.2 . z ~P I O 15' 0' 15' ~ 2 15' 35' ! > ~ w ~ ~ U F i ; N O FS ~ ~ ~i ~ SECTIOf~ A-A s~ci~c,~ a-B ~ N.T.S. N.T.S. C ~ F `'c ~ ~ F ~ ti,~ s, CF NOTE. ORA'JE WALL BE 1' ~E~0''~"~ ~ , TOP Or A VERTICAL '~f~4LL F6 ~ 9 4 NEW 60" CPC PEPES 0 D~ X INV. OUT 6. 4' ° ~ ELEV.=16.46'- -ELEV.=17.44' 6 ~ ~ ~~o ~o ~ 6,. ~ ; ~ ~ U ~ ~ W 6 o° ° a ~ a ~ ~ P 0 N W N a G- O O O ~ ,1 ELE`~'.=6.13 ~ ~ C ~ ~ 5 ~ P .~0 n 0' i 21~ ,11~ x L., rr O J /V ~1 ~ T r~~ o 0 sL_Cl~c~,v C-C o G v 1 0 V ~\.T.s. i i~ ,v .Q Z SLOPED U~'ALLS I~ P,~AX. SLORE 10:1 ~ i MAX. SLOP % o AX. OPt 10:1 '0 i\\% S L W ~ ,i ~o ~o 0 ~~~j 10 ~ / / / W 10 ' ~ i`i~i~` ` ~ > b ' e / ~ ~ ~ a a ~ ~ /~/i~~• ~ , ~ ~~~~r~ - SK!~~'"~~ER DA~~ -ELEV.-15.02 ~ NO i t. ?OP E~E`v~.=7.0' 1. RAISE HEADWALL W1NG4'~ALLS TO PROVIDE ELEV.=12,00' 0 i WEIR OPENING FOR SURFACE DRAINAGE o i IN EACH HEAD'~h'AL L. ~ C0 ~ ~ ~6. ELEV.=6.0' ~ i i 2. S~~P~D WALLS ARE PREFERRED OVER ~ 10 3 0' i i 0' ' J VERTICAL WALLS BECAUSE OF THE CLOSE ~ ~ ~ ~ ~ 1 PROXIMITY TO TH R NW Y ~ E U A U Q 4-60" PIPES ZZ Q 3. EX~S T IP~G HEADWALL WITH CONCRETE _ ~ E ~~~~~O~~CD ~ ~ ~ { APRON REFERENCE Y&D (NAVFAC) v.T.S. Z Z M DWG. N 0. 509179 ,~3,9 w O ~O W HEADWALL I 5~ k W r O J ~ ~ =6 ~ 0 2~ ~ ;1~ . W LQ ~ J I~I O r-- Q W ~ O W SLOPED WALLS Q ~ o MAX, SLOPE JU O SLOPE 10:1 'NOTE: GRADE Wi~L BE 1' B~~OIN Q ~ AT SLOPED N Z - z SLOPED WALL TOP OF A ~ERT~C,AL WALL z X N ~ CONSTRUCT NEW WALL ON O Q co Q y~~ 10 T n. T, i ~ I - f- Z m ~ OP tXIS ~ LNG WI\~ WA~L -1 ~i~// ~ ~ 1 ~ Q ~ ~ ~ W w 2' ~E x 1' DEEP 4"~E!R .N cn w ~ ~~!~~j~ r\ ~ I T W NE ~4A~L CONS ;RUCTION ~ ~ ~ ~ U Q Q O - ELEV.=I2.OC z z o ! N ~ ~ U Q~ I ~ I z~ U - _ ~ =p w V 0 ELE 5 2 U O ~ ~ ~ O 6 ~ r i ~ z w n- 1 1~ ~ 4 r_XIST~NG 48 PIES W z ,16~ ~tiV , a `Q w n -T- ~ I _ ~ ° ~ 4 A N.T.S. CODE ID. N0. 80091 SIZE D E~. SCALE: NONE FED DRAWING N0. 1 S~ 0 STA. PROJ. N0. N.T.S. E 10 SPEC. N0. ~,i ~ ,1~ ~,El~ COf~C~RETE BASIN G . V~ CONSTR. CONTR. N0. T . NAVFAC DRAWING NO. i SHEET 10 OF 19 h,E BaS:NSHEETdAgPLCT SCALE: !P^PERSPACE ~ C-9 I 1 8 I 7 I 6 5 4 2 3 4 w MATCHLINE SEE SHEET C-13 TAXIWAY ERO SION CONTROL PLAN STATION = ~ _ J STATION 4+50.00 ~ EXISTING 4 48 RCP / , " - ~ ? i - i ~ i ~ - - 4 ENDWALL _ a i ~REI~OV~ EXISTING _ _ R uE~E~I;~TI G LU ~ _ - - 1 , ~K~~IME~ O~AM i ~ / ~ N ~ ~ I• I j I l 1 . _ - - / / I , 1~ i 'i ~ li~~, ~ ~ ~ _ B- - - _ / i'~ I ~ - 4+00 ~ ~ ~ ~ _ ~ ~ ~ i - _ ,,gip , _ ~ p - - - A~_ l i ~V': ~ - _ - ~ ~ I , - , - i i J I ~ I - I l~ I ~ ~ L ~ i i I , l I : i ~ ~ ~ I J ~ S J ' - ~ ~ I ~ \ N ~ NEW SKIMMER DA ~ ~ o ~ ~ ~ ~ , P 1.25% ~ _ , ~ \ ~ ~ ~ W I \ 1~ ~ 11 I ~ ~ TOP'ELEV. 7 ~ - ~ ~ ~ ~ _ ~ i d- ~ ~ / ~ I - ~ \ Z l M ~ ~ REM 0 V E E X I S T-~fd-6- _ ~ _ l , ~ ~ ~ ~ ~ / ~ _ ~ ~ r C 0 I~~OR E T E S W A L E ~ ~ 1~ i ~ i , ; , ~ TAE 2 - - i ( ~ i I i I j ~ ~ ~ ' ~ ~ -f' ~ 1 I~ i i -~-64_I~CP CLASS III~ 6LF EACH ~ ~J.12% I f~~ ~ ~ ~ VIII ~i' _ ! \ - _ - NEW ; ~ ~ ~ ~ _ WITH HEADWA~OfT"E~EV, 18.05' 1 ~ "SCR l' ~ ~ , ~ 1 , ~ ~ i ; r ~ , , _ C1 C9 , ; i. ~ BASIN i 4~ ~ ~ , , ~ ~ r, ~ ~ is ~ ; ~ - ; ' INV. OUT = 7.00' ~ y Y~, ~i., ~ - 1 _ - i ~ ~ - I i I 3+00 ji ~ x ~ _ j / / _ 'T ~ ~ ~ ~I ~ _ - LINE DITCH T ~j z ~ ; , , ' ,~r / . ~ ~ , ~ ~ ~ ~ ~ x, ~ v l ~ ~ d. ~ - r- I WITH ~ ~ ~ ~ _ ~ _ y { LEGEND'. ~~~W#~~~ o MAT T1NG i - i , ~ [L D_ - _ MILLING AREA ~ ~ ~ o ~ i j ,~Y,~ ~ /l ~ ~ N ~ ~ - ~ 1 ~ ~ ~ ' y ~ I \ ~ I ~ t l ~ l; 'fir ~ ~ i, W 1 ' i, il!~ J. ~ ~ / A ~ ~ ~ ~ ~ 1, ~ ~ 1 / ~ ~ ~ . _ ~ ; ~ I J _ PAVEMENT DEMOLITION AREA C ~ , I ~ ~ ~ ~ ~ ~ / , / a ~ I _ _ ~ _ _ EXISTING DITCH / ~ i~ ~ ~ ~ ~ I ~ ~ I T ' ~ 1 r , ~ i'' ~ ~ k' /i ~ / ~ i / ~ ~ / 1 ~ ,r .i 5 15 - - PROPOSED DI ~ CH CENTERLINE l ~ i ~ i l l ,l ~ ~ ~ .i / r ,I 1, ~ i ~ ~ i ~ i ~i , ~ `ril i 'l I i~ 25 r, 5 55 ~ ~ ~ I ~ o ~ ~ , , 25 i ~ _ ~ _ _ _ EXISTING CONTOURS o _ . - ~ ° ~ r ,~~~i, i i ;f 7 - r ~ I l ,r, ,r ~ l : ~ , ~ - i I i ~ ~ t I l r' I/ ~ i ~ ~ ; I ~ i ~ ; ~ _ ~ ~p NEW CONTOURS ° r i i. r i ~ ~ 'i I ~ ~ ~ I ~ ~ ~C/ i , ? 1 - i , it ~ ~ ~ , / i ~ ! ~ \ Q Y [ l ~ u~ k t ~ 1 N ~i 1. ~ ~ ii j ~ j I I i i ~ ~ ' ~ ROCK CHECK DAM SEE DETAIL 5 a ' - C12 C14 2 ~ I i 1 ~ i ~ ~ _ ' ~ ~ , , ~ R105 - R 105 ~ ~ ~ 11 ~ ii , ~ I ~ _ ~ i C ~ 1 ~ 1 ~ ~ ~ 1 ~ ~ i; ~r I i ~ ~ ' , i ~ , ~ ~ ; I j J ( ~ ~ i ~ ~ , r' _ ~ ~ _ TEMP. SILT FENCE SEE DETAIL C12~14 S~ a g ~ I . i r Cl' '~i I I ~ \ ~ 1 ~ ~ I ~ ~ ~ ~ I ~ ll~ i ~ l - R 0 ~ ~ ~ ~ '~~1 ~ ~ ~ ~ ' 1~;1 .I~ ~ ~i. ~ I I i i ''l i ~j ~G ~ TEMP. SEDIMENT ?RAP SEE DETAIL 6 i I ~ ~ ( I i ~ ~ ~ l LIJ i J ! ~ ~ C12 C14 ~ ! i i t ~ ~ ~ i ~ ~ ! ~ / III ~ d ~ / f ~ 6.25 ~ I ~ ' 171.75' ~ ~ ~ i ~ \ - i ~ ~ ~ i I ~ ~ ; `I ~ / ~ ~ ~ ' ~ I ~ j I ; i ~ I i fT1 / _ 1 ~ I i ~~l _ 5 - - - ~ ~ ~ ~ ~ ~ ~ ~ ~ i i so' ~ B ~ I ; i ~ I I i ~ ~ ; z i ~ \ 1'~ / ~ 1 1 ~ ~ ~ l i ~ - o - - - - ° ~ ~n ~ z Z M ' ~ ~ _f W O o Z 1+0 _ a i a i J ~ - E X S j1N~s 84 D CMP ENDWA ~ INV. OU = ' T'~LEV. 7.80 ~ y w ~ o ~ I ~ ~ ~ ~ ~ ~ ~ N v ~ o z r - ~ o ~ U i Z. J~ z O Q CO ~ ~ H ~ Z Z I' Q ~ ~ W w N i N O m Q J - ~ i ~ \ _ N45°46'03" ~ a a z r - - - - NOTE: 1. CONSTRUCT DIVERSION DITC PRIOR TO INSTALLATION ~ ~ U 3 OF 60" PIPES AND HEADWA LS. MAKE DITCHES 10' WIDE ~ U o WITH 4:1 SIDE SCOPES AND ILT FENCE ALONG EDGE (SEE DRAWING). ~ SEED AND MULCH. ONCE PE MANENT VEGETATION HAS BEEN ~ Z a ESTABLISHED DIVERT FLOW I TO DITCH. AFTER PIPE CONS?RUCTION 0+ 00 HAS BEEN COMPLETED, FLO SHALL BE DIVERTED INTO PIPES. g a REMOVE DIVERSfON DITCH A D ASSOCIATED SILT FENCE. ~ 1.5' 2. ' T A X 5 IWAY STA. 00+ 40.0 0 2. THE 12 INCHES OF N0.57 PI E BEDDING FOR THE FOUR 60" PIPES CODE i0. N0. BODBt sizc o A TAXI SANE STA. 00+37 .5 AND THE SILT FENCE AT OP NING OF PIPES WILL BE PART ~"`F ,•`~5' OF EROSION CONTROL FEATU ES DURING CONSTRUCTION. rco oa+wixc ~o. SiA PROJ. N0. 3. NO WETLANDS EXIST IN PRO ECT AREA. 25 iz 5 o zs so ~=E~. ~o. ~ C~ n ~ ` ~ U U CONSTR CONTR, N0. o 0 O ^w GRAPHIC SCALE BAR NAVTAC DRAWING NO. + + + ~ N SHEET 2 Of 19 FILE NAME: Tw_BASE.dwg PLOT SCALE: 1=1 PAPERSPACE C-12 $ I ~ I 6 ~ 5 I 4 4 3 2 1 _ _ ~ p a a ~EGEN D a ~ ~ EXi T SING MONITORING WALL TO ~ ~ ~ ~ B~ K_MOV~D s p ~ M! L L I N x " G A R E A ? I PA VEMENT DEMOLITIGN AREA - - - - EXI ' - _ STING DITCH D - CROP ~ ~ OS~D DIT~H CENTER! !NE ~ z EXiSTI~,~ CONTOURS o 10 ,r - N`Vd CONTOURS ~ ~ 70 ~ w a ~ a U 4 W ROCK CHECK DAM SEE DETAIL ° C13 C14 EX STIN GR UNW AY ST A. 29+ 61.7 7 .77 N= 4 3101 5.171 5 TE",~P. I' ~ n~T 1 S ~T FENCt S~_E ~ A:~ C13 C14 E_ 2630 826. 505 8 TAX IWAY STA. 07+ 93.50 ~'~P, SEDIM~ T~ p ~ 6 ANT ~A, SEE Dt ~ A~~'~~~ C1 3 C14 i RUNW AY 14 L p I 12 5 46 _ 03 W W W _ _ i U Z O p W 0 w F ~ w = U Z p ~ ~ U ~ U O U ~ Z a i w a~ o z W cN ~ ~ ~ ] G W I a~ o 0 0 i C i j I ' I ~ ~ i ? 40~ 0 0 O 140 H ~ ~ I IY iiU 7-~(1~ z Q ~ ~s ~ a~ a A o i. U ( ¢¢U ~ WO p O x > > ~ ~ e a ~Q ~ ~ ~ y ~ ~ ~ X v~ k ~ / ~ i ~ Y ~ .A X ~ \ / i~ x ~ ~ X ~ k ~ ~ . ~ ~ ~ ~ ~ I ~ ~ ~ I ~ i Grt~ U B Zz ~ ~.k, U ~ ~ A ~ ~ ~ 6+0 . i Z M 0 . 'x , ~ ~ ~ ~ ~ w ~ ~ Z z ~ O Q ~ I J z 0 Q. W _ _ ~ W ~ I ~ ~ O ~ \ a W ~ O ~ " = Q I \ U O Z \ Z ~ - ~ O Z X ~ U ~ N Q ~ ~ O _ _ , - ~ Z 1- Z ~ ~ V Q ~ - F- W W (n EX STING F ~ m O LUME XI i ~ ~ ~ ~ E .STING r `U~~'~~ TO BE RE OVED - - _ _ - ~ ~ ~ ~ w - Q ~ _ _ - ~ Q Z _ - _ - _ _ _ _ Q fir. - . - _ _ ~ ~ _ / z ~ U - Q - 0 _ i W w X _ _ ~ O ~ Q ~ _ - _ ~ ~ U O I- ~ - o - ' z W (L 5+0 0 w Z - ~ _ - - - - ~ ~ Q a Q ~ _ W - W - ~ - - - - c~----- ~ , ~ ~ ~ ~ ~ _ ~ ~ ~ A - - - CODE i0. N0. 80091 SIZE D + _ _ i - ~ - ~ ~ SCALE; 1'.25' ; _ - ~ ~ O-__ i ~ ~ - - _ ~ FED DRAWING N0. - ~ W r= z ~ - ~ ~ _ - _ 25 _ 5 _ ~ _ 25 - - - 50 ° , - - STA. PROD. N0. / - SPEC, N0. GRAPki,C SCALE BAR CONSTR. CONTR. NO. NAVFAC DRAWING NO. M TCHLINE SEE SHEET C-12 TAXIWAY EROSION C ~ ONTROL PLAN STATION ;T ATION 4+50.00 S~4EET 3 OF 19 ~ F!! E NAME: TW_BASE.dW_ P= T C^ _ PA A: . Lu "aE~i '~J, A(~ LL C-13 $ I 7 I 6 I 5 ~ 4 4 3 ~ 2 1 - i ~ _ r 0 o 8'-0" MAX. POST SPACING a ~ WIRE FENCE WOVEN ~ ~ i ~ 0 P 1. THE CONTRACTOR SHA~~LL SUBMIT TO THE ENGINEER AND OUdNER A DETAILED v z0 F CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE = ~ ~I ~ G ~ o i 0 - , ~ r~ P / ~ GENERAL C NSTRUCTI ~ N UENCE AND SAFETY PARAMETERS WHICH T ~ I 0 ~ SEQ MUS B~ I i ~ / INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S APPROVED ' I ! / - EROSION CONTROL PLAi'~N SHALL BE INCORPORATED INTO THE CONSTRUCTION D - _ S SEQUENCE PLAN. - I - _ - - ~ N ~ ~ I 2. ALL ~,ISTURBED AREAS ARE TO BE SEE~tD AND MULCHED 1N A(,CORDANCE WITH -~T T' r ~ Z ~ ITEMS T-901 AND T-90~ OF , Nt SPECIFICATIONS, WITHIN 21 DAYS 0. THE o ~ EXIST. GROUND LINE ~ ~ r ~ ~ ~ COMPLETION OF GRADING OPERATIONS. SYNTHETIC FILTER FABRIC - 5 z > o w y QO P `Q r Q ~e~ ~m ~ 3. ANY FINES PENALTIE ~ OR OTHER COSTS ASSESSED BY STATE LOCAL OR THE ~ ~ f ~ U ELEVATION VIE~N GOVERNMENTAL AGEN ~IIES FOR NON-PERFORMANCE OF THE EROSION CONTROL a ~ WASHED ~ S _EL OR REQUIREMENTS OF THI PROJECT AGAINST THE AIRPORT AUTHORITY SHALL ^ ~ ~ BECOME THE RESPONS ~BILITY OF THE CONTRAC i OR ANC ANY SUCH r ~ ti"y00DEN POST WOVEN WIRE FENCE STONE ~ ~I 6 MIN, ~ NOTES: u~ ~ T I 'T ~T p ~ ,fin ASSESSMEN S, IF NOT~'~' PAID BY THE CON ~ RAU ~ G~,, WILL B~ utDUC ~ ~u FR01~~~ y ~ r h ~ II F T I' ~ I F T!~~ Ir ~ ti ONiES DU~ A I THE C~pti1PL_T,ON C S PRO~~.,T. T F - SYN HET C FILTER FABRIC 1. AGGREGATE SIZE USE WASHED STONE .Y I ~ I 2 i 2. DIMENSIONS OF GRAVEL PAD- c THICxNESS:6 INCHES MINIMUM 18" MIN. WIDTH: 12 FO T MiNiM M R F WIT A INT 0 U 0 ULL D H AT LL PO S - n n n ~T i 1. OBTAIN tROSION CONI~IROL PLAN APPRC'!AL ANA ETHER N,!~rLI~,ABL~ PERP~11 i S I r PRI R T I~ I I~~' N TR' TI N A. TIVITI~ _ ! C 0 COtv~7tNC NG „CO S UC 0 ~S r EXIST. GROUND LINE OF THE VEHICULAR ENTRANCE AND EXIT AREA; WHICHEVER IS GREATER. I n ~~IT n I ~ 2. 1NSTA~L ERASION CCNI,~ RCL JICES AS SHOV'vN ~N PLANS. o I ~ ~ w W - LENGTH: 50 FOOT MINIMUM z - ~ - 3. PE R.ORM G~RNDING OP RATIONS. _ ~ - U w J ~ r0 = 41, 3. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT Z Z ~ ~ ZO ~ ~ U 4. SEED AND MULCH AS ~EQU!RED. ~ ; ~ W ~ ~ W LIMIT ~o ~ COMPACTED SOIL OR GRAVEL SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM A r T ~ 1M U r F l i 'F ~ & UTIL ITY BY ALL CONSTRUCTION VEHICLES. ONCE P~RMH1vtNT S~ DING NHS BtEN ESTAB"Sh_D, R~MO V ~ AFL i ~P,.~ uRAKY ~ w a ~ o EROSION CONTROL FEA ORES. SEED ANC MULCH THE AREAS EFFECTED BY THE ( ~ ~ ~ ~ w I a~ v o c 4. AVOID STEEP GRADES AND ENTRANCES AT CURVES. REMO'JA.L. SECTION 1IIEW 5. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. I 'i I I NOTE: i I IT T i C ~ T~ Ii ~ : ~ T Y ~ INSTA.~L SILT FENCE WHERE SHOWN ON THE PLANS AND ~T IM I NTR PRA I I WI CK ~ I ' I. qL~ ~~~OSION AND SE , E CO OL C .,~5 L~ ~t t CRS B~~ , r MAINTAIN UNTIL DISTURBED AREA IS COMPLETtLY STABILIZED, 3 HND CP~R~, ~ ION FOLLOIW~NG t~ tRY RUtiOr F PR~~~~ING ,~A,N AFL IN I N.T.s. C14 Cl C14 C14 LESS THAN ONCE E'~~E ~ Y WEtK. ANY NttD~D REPAIRS ~~lu~ BE M~~D~ IP~IM~~~~I~TE~~Y T(1 ~~GI IT IP.I 41 ' pR T C. ~ Ir` I~ ~ ~ ~ „ ~ A~~~, , .,A ~ ICES A„ D~S~~'~_D. . 1 2. SED~P~"ENT 'WILL BE RE OVER FROM BEHIND THE EMPOR~.RY SiL ~ FE\CE 4N~E'` IT 11 ^ o ~ n~ 'I r - F ~ ~ it T f ~r :~.il~ ~ r ~ ~ n I ~ U C12 C14 CLASS 'B~ EROSION ~y . i BELC~~ES ABORT 0.~ F'~. DE~P AT THE ~ ~N~E. IHE 5~~~ rE~~~,t B~ R~rA~~`~E~~ ~ ~ 1.5 CONTROL STONE ^ ~I~ ~C~ ITAI ~ R ~S '~~Ct.,.,A~RY TO MAIN , „.N A ~ARRI~R. 2• 24" A X . ~ Q MIN , x= x4 2' I ~ _ ~-.r _ 1 ! v . ~'v.;: 9 - ~~_yY ~ AT CENTER 3. TNt ENGINEER MAY DIREC I THA ~ ADD I TONAL SILT FENC Bt iti~ ~ AILED A ~ o I _ _ f ^~-y r~iVY i iIViE rKiQK I U r II HL H~l,tr I AIVI,t. ~ o ~ o ~ ,kti._`_4, L- -.04~- 0 ~ O ~ n '~~C, ! ~ ~ C T In i ~ ~ i a t' a SED~,,~~~NT WILD BE RE OVER ~ RCI~ TH'_ INLET PROIECTi~N D~vIC~~ WH~N ~ ~Q < ~ STORAGE CAPACITY P~ S BEEN A~PROXiMATELY 50~ FILLED. GRAVE i_ ti"ALL _ I _ - '4 i I= : ~ ~ Fll j ~ ~ti~,= r StCT1O~1 A-A FI T R FA ~RiC CLEANED OR REPLACE WHEN SEDIMENT POOL NO LONGER DRAINS ~RCPERLY LE B r r 1 r a 5. ALL SEtDED AREAS WVLL Bt FERTILIZED, RESEE~tC AS NECESSARY, AND ~rIULCHED - 3 F~L i ER r hBr~IC H ACCORDING TO SPECIFI ~ AT'~ONS .N THE VEGETATIVE PLAN TO MA!PJ~A'N A V'iGCROUS o L =THE DISTANCE SUCH THAT POINTS DtNSt VEGETATIVE GO!VtR. STAPLES (TYP.) - ~ - a r~*=~ A AND B ARE OF EQUAL ELEVATION ~ _ _ _ ~ A B L - - o , F R F T' NTR T R T F FILL ANY CF THE RE~'UIREw1ENTS AILU E O hE CO ~C 0 0 UL REQU~IRE',1ENTS CF SPECIIFICATiON SECTION 01060 MAY TO B~ INSTALLED IN ACCORDANCE - 2 RESULT IN THE ENGINEER ORDERING THE STOPPING OF CONSTRUCT~C"~' CPERA`'0'~JS R q nr~ 1 ± ! `F~Ir ' (1~~ I i~`, o ~ U k'~,~,~Ru~,NCE I H THE '~FOL~~~~~iN~. z I''' 'wITN QA, ' FA T~ R R P IFI ATi N ~ ~ ti N U C U E S S E C C O S _ ~z (~.L~ DIR.) A. THE ENGINEER SHALL N" VE THE AUTHORITY TO SUSPEND THE '~ti'ORK 1dNCL'~Y OR IN o PART BY b'V`RITTEN ORDE,, FOR SUCH PERIODS AS NE MAY DEEM NECESSARY DUE TO ; 4 CONDITIONS CONSIDERE !UNFAVORABLE FOR THE SUITABLE PROSECUTION OF THE ~ z M UdORK, OR TO FAILURE N THE PART OF THE CONTRACTOR TO CORRECT CONDITIONS ~ o 0 UNSAFE FOR WORKMEN ~R THE GENERAL PUBLIC OR TO CARRY OUT ORDERS GIVEN CR ~ w I C12 C14 2 N.T.S. 4 ~ . TO PERFORM ANY PROJISIONS OF THE CONTRACT. SUCH SUSPENS~~N OF OPERA. T IONS w o WILL NCT JUSTIFY AN E!'XTENSION OF CONTRACT TIME. ~ ~ W~ I 5' C12 C14 N . T s . -1.5' ~ p Q ~ o ~ i MIN.; ' ~ B. FAILURE ON THE PART Q~F THE CONTRACTOR TO PERFORM THE NECESSARY MEASURES Q w w I r ~r = Q I ~ No. 57 STONE ~ ; TO CONTROL EROSION ~ILTAT,ON AND POLLUTION WILL RESULT IN IHE ENGIN~tR ~ o Q U ~ , r r~ > NCTI, YING THE CONTRA, TOR TO TAKE SUCH MEASURES, ANY FINt, PENAL ~ ~ OR i ~ _ ~ STORAGE. - - r ~ RNM NTA A -~N~~~~ES FOR z X ~ X 0 T HER COST ASSESSED BY STATE, LOCAL OR OTHER GOV~ E ~ Ct N ~ 2~ ~ NON-PERFORMANCE OF ~ROSION, SILTATION OR POLLUTION CONTROLS AGAINST THE o Q ~ OWNER SHALL BECOME HE RESPONSIBILITY OF THE CONTRACTOR; SUCH z z i i~k~.K Z. S~'~ N,1F.-~5 '~Y~~*.~~rli: iP~~:YI~.-~.YX`~i~: 10 'F TH NT T R H DEDUCTED FROM MONIES Q ~ O ASSESSMENTS, NOT AID BY E CO RAC 0 S ALL BE w v DUE THE CONTRACTOR T THE COMPLETION OF THE JOB. IN THE EVENT THAT THE ~ w „r O m CONTRACTOR FAILS TO ERFORM SUCH MEASURES WITHIN 24 HOURS AFTER RECEIPT ,.;r ~ ~ ~ z DESIGN-- CROSS SECTION ~ FILTER FABRIC I SUCH NOTICE, THE ENGI EER MAY SUSPEND THE WORK AS PROVIDED ABOVE, OR MAY - ~ ~ ZC Q Q PROCEED TO HAVE SUCH MEASURES PERFORMED BY OTHERS. THE COST OF SUCH WORK z ~ z~.. SETTLED x-21 MIN. 1 ~ O OVERFILL 6 i ~ ~ ~ !LL 6 v w w TOP z ~ FOR SETTLEMENT E LEE w ~ w TT M N T Z ~I A , \ O U O ~ ~ WE.R LENGTH - - ^ ~ 3 ~T~ W IR NTH FT ~ TRHP R~Q a STORAGE CAP,ACIT"Y(FT) DEPTH ~ E LEG ( ) ( - - w w Z TTY I h ' _ ~ • M A ~ N G O R * ~ ~ h, ~ p ~,~~y , UN~ TH Rb~~ IFI" t~- ~ , r ~ E S S 0 E S E S. E C t D, a. A 3,996 3.5 46 ~ z EROSION CON ~ R~L 3,~ ~ ~-EMERGENCY ~ I _ B 3,114 3.5 40 ,~ERGENCY BY PASS w Q . ' - ° ~ TYI E 2 5 ~,~AX. - ~ _r~i r7 n~.;J ~ ~rs+~ 6 B~ L O W S BLOW SETTLED TOP C 4,374 3.5 50 . 5 ~ ,~a~~ L- DAM. C 2,034 3.5 35 A NOTES: ~,~~;o~~ OF DAM. CODE 10. N0. 80091 SIZE 0 ' ' I p T ~ , ~ 3 NATURAL GROUND 1. .,~0~ E DI ~ Ch TO ~~rir~NTAIN POSITIVE DRAINAGE OR AS DIRECTED. ~ ~ _ GROUND NOTES: score NDNE ~ ~ MIN. ~-2:1 SIDE 2. ~-ETCH LINING TO Bt INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 1 ~ 3 r r i ~ ~ F ~ FED DRAW'NO N0. 1. STORAGE CAPACITY SHALL B 1800 FT / ACRt OF DISI~R~ED AR~~. SLOPE MAX. 5, '~NSTAi L MATTING TYPE 2 TO A DEPTH OF 0.5x DITCH PTH P~' ~ ~ FALTER FABRiC-- (DE 1 ~~~N., . 1.1 SIDE 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT 1 FT.~ LAYER OF NCDOT 57 s-A. PR°~. No. ~ ~ ' S?EC. N0. OR AS DIRECTED BY THE ENGINEER. ~ 3. PLACE FILTER FABRIC BELOW] RIP RAP. i DoNSrR. DoN?R. No. cTn~i~ c~r~Tin~i SCOPE 1vIAX. .~IVI~L ~lL IVIV 4. t L MUVE LDIME N I I KAHJ) A5 UIKE( ED dY H~ tN(-~INLtK. BASE DITCH s rrAVFnc oRnwiNC NO N.T.s. C14C14 TEMPORARY SED SEDIMENT TRAP 6 SHEET 15 OF 19 h.r.s. ClC C14 ~ NA , DRAiNAG~S'~~ET.DWG ~OT SCAL~ 'P -14 F,L~ 8 I 7 ( 6 I 5 4 2 3 4