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HomeMy WebLinkAbout20000166 Ver 1_Complete File_20000412NORTH CAROLINA DEPARTMENT OF ENV IRONMENT AND NATURAL RESOURCES AT Z0A NCD NR DIVISION OF WATER QUALITY RECEIPT JAMES 13. HUNT JR. December 14, 2000 GOVERNOR Mr. John McClain BILL HOLMAN SECRETARY Virginia Department of Transportation ? _ :._..:-.. 'Post Office Box 11649 Lynchburg, Virginia 24506 JAN KERR T. STEVENS Subject: DWQ 000166 4IQ??LELriP?jj - - DIRECTOR County Caswell i-' The Wetlands Restoration Program has received a check in the amount of $ 363,250.00 check number 33879302 as payment for the compensatory mitigation requirements of the 401 Water Quality Certification issued for the subject project. This receipt serves as notification that the compensatory mitigation requirements for this project have been satisfied. Please note that you must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity. The NCWRP, by acceptance of this payment, acknowledges that the NCWRP is responsible for the compensatory mitigation requirements associated with this project and agrees to provide the compensatory mitigation as specified. As specified, the NCWRP will restore 2,906 linear feet of stream in Cataloging Units 03010103 or 03010104 of the Dan River basin. If you have any questions concerning this matter, please contact me at (919) 733-5219. Sincerely, Ronald E. Ferrell, Program Manager REF/cvb cc: Aob Ridings file WETLANDS RESTORATION PROGRAM 1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619 webSite: h20.0f1L518t8.nC.US. PHONE 91 9-733-5208 FAX 91 9-733-5321 AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director NCDENR June 12, 2000 Mr. John McClain VDOT PO Box 11649 Lynchburg, Virginia 24506 Dear Mr. McClain: Re: Certification Pursuant to Section 401 of the Federal Clean Water Act, Construction of the US 29, Danville Bypass, US 29NA Route 58/US 265 Interchange in Caswell County (TIP M-329). WQC Project No. 000166 Caswell County Attached hereto is a copy of Certification No. 3284 issued to The Virginia Department of Transportation dated June 12, 2000. If we can be of further assistance, do not hesitate to contact us. Sincerely, f ` Steve Attachments 000166. wqc cc: Norfolk District Corps of Engineers Mr. Bill Gilmore, NCDOT DWQ Raleigh Regional Office Ron Ferrell, Wetlands Restoration Program Central Files Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper NORTH CAROLINA 401 WATER QUALITY CERTIFICATION THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92- 500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500. This certification authorizes the Virginia DOT to place fill material in 0.005 acres of jurisdictional wetlands and 1948 linear feet of streams in Caswell County. The project shall be constructed pursuant to the application filed on the 19th day of December 1999, and subsequent follow up letters dated March 17, 2000 and April 10, 2000. The application provides adequate assurance that the discharge of fill material into the waters of the state in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. This approval is only valid for the purpose and design that you submitted in your application, as described in the Public Notice. Should your project change, you are required to notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in the future exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. Condition(s) of Certification: Appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the Division of Land Resources in the DEHNR Regional or Central Offices) shall be utilized to prevent exceedances of the appropriate turbidity water. quality standard (50 NTUs in all fresh water streams and rivers not designated as trout waters; 25 NTUs in all lakes and reservoirs, and all saltwater classes; and 10 NTUs in trout waters); 2. All sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored after the Division of Land Resources has released the project; 3. If an environmental document is required, this Certification is not valid until a FONSI or ROD is issued by the State Clearinghouse; 4. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 5. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or stream, compensatory mitigation will be required since it is a direct impact from road construction activities. 6. All channel relocations will be constructed in a dry work area, and stabilized before stream flows are diverted. Channel relocations will be completed and stabilized prior to diverting water into the new channel. Whenever possible, channel relocations shall be allowed to stabilize for an entire growing season. 7. Compensatory mitigation shall be done for 1823 linear feet of streams. We understand that you have chosen to perform mitigation through an in lieu payment to the North Carolina Wetland Restoration Program (NCWRP), and that the WRP has agreed to implement mitigation for the project. In accordance with 15A NCAC 2R.0500, the contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H.0506(h). Until the Wetland Restoration Program receives and clears your check (made payable to DENR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration Program. The payment to NCWRP shall be sent within two months of issuance of the 404 permit. Violations of any condition herein set forth shall result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are made to an original Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final and binding. This the 12`h day of June 2000 DIVISION OF WATER QUALITY e teven WQC No. 000166 c: ncdot\M-329\wqc\000166wgc.doc w NORTH CAROLINA - DIVISION OF WATER QUALITY 401 WATER QUALITY CERTIFICATION SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS In accordance with 15A NCAC 2H.0500, the Virginia Department of Transportation is authorized to impact the surface waters of the State of North Carolina as indicated below for the purpose of constructing the US 29, Danville Bypass, US 29/VA Route 58/US 265 Interchange in Caswell County (T.I.P. No. M-329, DWQ No. 000166). All activities associated with these authorized impacts must be conducted in accordance with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION IS-NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENTS FOR WETLAND RESTORATION: LOCATION: COUNTY: BASIN/SUBBASIN DWQ No.: Construction of US 29, Danville Bypass, US 29/VA Route 58/US 265 Interchange Caswell Roanoke, Cataloging Unit _ 000166 As required by 15A NCAC 2H.0506, and the conditions of this certification, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting any activities that impact or degrade waters of the state. Note: Acreage requirements proposed to be mitigated through the Wetland Restoration Program must be rounded to one-quarter increments according to 15A 2R.0503(b). 0.0 acres of Class WL wetlands 0.0 acres of riparian wetlands 0.0 acres of non-riparian wetlands 0 acres of Class SWL wetlands 1823 linear feet of stream channel One of the options you have available to satisfy the compensatory mitigation requirements is through payment of a fee to the Wetland Restoration Fund per 15A NCAC 2R.0503. If you choose this option, please sign this form and mail it to the Wetlands Restoration Fund 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 RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM. Signature Date WETLANDS RESTORATION PROGRAM DIVISION OF WATER QUALITY P.O. BOX 29535 RALEIGH, NC, 27626-0535 (919) 733-5208 401 Certification for TIP Project M-329 Subject: 401 Certification for TIP Project M-329 Date: Mon, 12 Jun 2000 13:29:56 -0400 From: Karen Boshoff <kboshoff@dot.state.nc.us> Organization: North Carolina Department of Transportation To: John Hennessy <john.hennessy@ncmail.net> John, Please re-issue the 401 Certification for the above project (WQC Project No. 000166) to VDOT. Here's the information you requested: Mr. John McClain VDOT P.O. Box 11649 Lynchburg, Virginia 24506 Thanks, Karen 733-7844x223 1 of 1 06/12/2000 1:47 PM State of North Carolina 1 Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mr. William D. Gilmore, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation P.O. Box 25201 Raleigh, NC, 27611-5201 Dear Mr. Gilmore: .0. MA. NCDENR May 9, 2000 Re: Certification Pursuant to Section 401 of the Federal Clean Water Act, Construction of the US 29, Danville Bypass,, US 29/VA Route 581US 265 Interchange in Caswell County (TIP M-329). WQC Project No. 000166 Caswell County Attached hereto is a copy of Certification No. 3284 issued to The North Carolina Department of Transportation dated May 9, 2000. If we can be of further assistance, do not hesitate to contact us. Sincerely, Attachments 000166.wgc cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office DWQ Raleigh Regional Office Ron Ferrell, Wetlands Restoration Program Central Files Wetlands/401 Unit 1621 Mail Service Center Raleigh, North.Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper V NORTH CAROLINA 401 WATER QUALITY CERTIFICATION THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92- 500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500. This certification authorizes the NCDOT to place fill material in 0.005 acres of jurisdictional wetlands and 1948 linear feet of streams in Caswell County. The project shall be constructed pursuant to the application filed on the 19th day of December 1999, and subsequent follow up letters dated March 17, 2000 and April 10, 2000. The application provides adequate assurance that the discharge of fill material into the waters of the state in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. This approval is only valid for the purpose and design that you submitted in your application, as described in the Public Notice. Should your project change, you are required to notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in the future exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. Condition(s) of Certification: Appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the Division of Land Resources in the DEHNR Regional or Central Offices) shall be utilized to prevent exceedances of the appropriate turbidity water quality standard (50 NTUs in all fresh water streams and rivers not designated as trout waters; 25 NTUs in all lakes and reservoirs, and all saltwater classes; and 10 NTUs in trout waters); 2. All sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored after the Division, of Land Resources has released the project; 3. If an environmental document is required, this Certification is not valid until a FONSI or ROD is issued by the State Clearinghouse; 4. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 5. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or stream, compensatory mitigation will be required since it is a direct impact from road construction activities. 6. All channel relocations will be constructed in a dry work area, and stabilized before stream flows are diverted. Channel relocations will be completed and stabilized prior to diverting water into the new channel. Whenever possible, channel relocations shall be allowed to stabilize for an entire growing season. Compensatory mitigation shall be done for 1823 linear feet of streams. We understand that you have chosen to perform mitigation through an in lieu payment to the North Carolina Wetlar.d Restoration Program (NCWRP), and that the WRP has agreed to implement mitigation for the project. In accordance with 15A NCAC 2R.0500, the contribution will satisfy our compensatory mitigation requirements under 15A NCAC 211.0506(h). Until the Wetland Restoration Program receives and clears your check (made payable to DENR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferr,:ll should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration Program. The payment to NCWRP shall be sent within two months of issuance of the 404 permit. Violations of any condition herein set forth shall result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are made to an original Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final and binding. This the 9 h day of May 2000 DIVISION OF WATER QUALITY WQC No. 000166 c: ncdot\M-329\wqc\000I66wgc.doc NORTH CAROLINA - DIVISION OF WATER QUALITY 401 WATER QUALITY CERTIFICATION SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS In accordance with 15A NCAC 211.0500, the North Carolina Department of Transportation is authorized to impact the surface waters of the State of North Carolina as indicated below for the purpose of constructing the US 29, Danville Bypass, US 29NA Route 581US 265 Interchange in Caswell County (T.I.P. No. M-329, DWQ No. 000166). All activities associated with these authorized impacts must be conducted in accordance with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENTS FOR WETLAND RESTORATION: LOCATION: Construction of US 29, Danville Bypass, US 29NA Route 58/US 265 Interchange COUNTY: Caswell BASIN/SUBBASIN: Roanoke, Cataloging Unit DWQ No.: 000166 As required by 15A NCAC 211.0506, and the conditions of this certification, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting any activities that impact or degrade waters of the state. 14ote: Acreage requirements proposed to be mitigated through the Wetland Restoration Program must be rounded to one-quarter increments according to 15A 2R.0503(b). 0.0 acres of Class WL wetlands 0.0 acres of riparian wetlands 0.0 acres of non-riparian wetlands 0 acres of Class SWL wetlands 1823 linear feet of stream channel One of the options you have available to satisfy the compensatory mitigation requirements is through payment of a fee to the Wetland Restoration Fund per 15A NCAC 2R.0503. If you choose this option, please sign this form and mail it to the Wetlands Restoration Fund 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 RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM. Signature Date WETLANDS RESTORATION PROGRAM DIVISION OF WATER QUALITY P.O. BOX 29535 RALEIGH, NC, 27626-0535 (919) 733-5208 _L.i j ?` ?' ?? ? ? R ? -? ?? _ - - d0 QoQPoO l ??dP?PSRT?'" COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION PO BOX 11649 CHARLES D. NOTTINGHAM LYNCHBURG, VIRGINIA 24506 COMMISSIONER April 10, 2000 Mr. John Hennessy NC Department of Environment And Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27607 Subject: SW Danville Bypass Dear Mr. Hennessy: ?i WIET- W.T. RAMEY, P.E. DISTRICT ADMINISTRATOR The following is a summary of our telephone conversation on April 6th. It is my understanding that this information will negate your need to field verify aquatic impacts on the subject project, and permit processing will commence immediately. Your first question concerned steepening fill slopes in the vicinity of the 1200mm culvert that will convey perennial stream #3 (Sheet 30I-Left). The current proposed fill slope is at 2:1. Increasing the slope to 1.5:1 will shorten the outlet end of the pipe by approximately 5.8 meters (19'). Under the current design, the entire NC reach of this stream is lost to highway construction. The proposed drainage structure discharges perennial stream #3 directly into perennial stream #2. The 19 feet of stream channel that would be preserved by steepening fill slopes is a relatively insignificant length of stream that will exist between perennial streams #3 and #2. On perennial stream #1, we reduced aquatic impacts by eliminating over 370 feet of riprapped channel, but the DWQ determined that the entire reach would be considered as a loss regardless. However, the VDOT's primary reason for preferring not to steepen fill slopes beyond 2:1 is that soils in the project area are highly micaceous and prone to slumping. Construction practices used to call for 1.5:1 slopes, but the quantity of slope failures resulted in requiring 2:1 slopes. The potential for environmental impact is greater with unstable 1.5:1 slopes than with stable 2:1 slopes. As an additional note on this subject, the final 50-100 feet of perennial stream #3 flows subterranean under bedrock (photo enclosed). TRANSPORTATION FOR THE 21ST CENTURY On sheets 30I-Left & Right, we had reduced stream impacts on perennial stream #1 by 370 feet by minimizing in-stream riprap. You advised that because there will be such small segments of the channel remaining after culvert installation that the entire reach in NC must be considered as a loss. Therefore, the 370 feet will be added to the 1453 linear feet of stream impacts to be mitigated by payment into the NC Wetland Restoration Program. Total stream impacts to be mitigated are 1823 linear feet. . On sheet 31 D-Right, 112 feet of existing culvert will be eliminated. This is within the channel that was designated as intermittent stream #l, which has a drainage area of approximately fourteen acres. The 112 feet of channel that will result from the culvert removal will be sized based on the dimensions of the stable downstream channel. Vegetation will be provided to stabilize the area adjacent to the channel where the existing loop will be removed. Since a new loop is being constructed at this location, the culvert draining the loop will have to be lengthened by 161 feet so there is a net increase of 49 feet of culvert in the loop. Mitigation for the loss of 49 feet of intermittent stream has not been included in the mitigation totals. On sheet 31D-Left, the culvert that drains proposed Loop D outlets directly into a storm water management basin. All segments of channel that are reflected within the storm water manage basin have been included in the total for channel length lost to construction (note that this storm water management basin can be matched up with sheet 30I-Right). I appreciate your helping to speed up the permitting process on this project by eliminating the field verification. I believe that the above information covers everything that we discussed yesterday. Please do not hesitate to contact me if there are still outstanding issues. Sincerely J hn R. McClain nvironmental Engineer Senior State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr.,? Bill Holman, Secretary NCDENR Kerr T. Stevens, Director February 19, 1999 Mr. Bill Gilmore, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation P.O. Box 25201 Raleigh, North Carolina, 27611 Dear Mr. Gilmore: Re: Permit Application for proposed US 29, Danville Bypass, US29/VA Route 58/US 265 Interchange in Caswell County, State Project # 6.481009, TIP No. M-329 DENR, No. 99-0172. The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the aforementioned project. Review of your application revealed it lacking necessary information required for making an informed permit decision. The permit application was deficient in the following areas: The N.C. Division of Water Quality received your application for a 401 Water Quality Certification for the aforementioned project. The Division will begin to review the project for eventual decision. However, please be aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation requiring payment of a fee of $475.00 for this project. The 401 Certification cannot be issued until this fee is paid, No in-field verification of the wetlands and streams to be impacted have been performed, Avoidance and minimization of impacts for the proposed project has not occurred. Therefore, pursuant to 15A NCAC 2h .0507(a), we will have to place the permit application on hold until we are supplied the necessary information. Furthermore, until the information is received by the NC Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on hold. Hopefully, we can work together to expedite the processing of your permit application. If you have any questions or require additional information, please contact John Hennessy at 919-733-5694. R. Dorney / r Quality CertifiJcati Program cc: Steve Mitchell, DWQ Regional Office Eric Alsmeyer, USACE Central Files C:\ncdot\M-329\correspondence\M-3 29hid. doc Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper ? 1 4- 6-00; 8:06AM; 0- ;1 804 947 2544 G # 2/ 8 +1 1 e- C."OfM O WEAL'T'H of 'V'IRGINIA CHARLES D. NOTTINGHAM COMMISSIONER DEPARTMENT OF TRANSPORTATION PO BOX 11649 LYNCHBURG, VIRGINIA 24506 March 17, 2000 Mr. John Hennessy NC Department of Environment And Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27607 PAYMENT Subject: Danville Bypass RECEIVED Dear Mr. Hennessy: W.T. RAMEY, P,E. DISTRICTADMINISTRATOR Attached is an addendum to the permit application for the Rte. 58 Danville Bypass Interchange, a portion of which will be located in Caswell County, North Carolina. This addendum reflects field verification findings by COE representatives from both the Norfolk, Va. District Office and the Raleigh, NC Regulatory Field Office. Please note that some wetland sites previously reported as impacted were improperly depicted on the plan sheets and are no longer impact sites. Also, the COE delineated some sites as upland that had previously been delineated as wetland. The addendum also addresses "Avoidance and Minimization Efforts" and "Summary of Environmental Impacts and Proposed Mitigation". I have requested a check from our Fiscal Division for the $475 processing fee. Processing of the check may take several days; however, I am requesting that you proceed with your review of the permit application at your earliest convenience. The processing fee will be forwarded to you as quickly as possible. Please do not hesitate to contact me if you have any questions. I can be reached by telephone at (804) 856-8288, fax at (804) 947-2544, or email at mcclain_ ir(ryvdot.state.va us. T S' rel , hn R. McClain \ Environmental Engineer Senior C: COE Norfolk District / COE Raleigh Field Office VDOT Central Office - Environmental Section TRANSPORTATION FOR THE 21ST CENTURY . 4- 6-00; 8:06AM; ;1 804 947 2544 #k 3/ 6 March 17, 2000 ADDENDUM US 29, Proposed Danville Bypass, US 29/US 265 Interchange Caswell County, State Project No. 6.481009 TIP Project No. M-329 Field Verification All surface water impact sites have been field reviewed by representatives of the US Army Corps of Engineers. On February 4a', Alice Allen Grimes of the Norfolk, Va. COE District Office field reviewed each impact site, and on March 10 Eric Alsmeyer of the Raleigh, NC COE Field Office field reviewed the project. Mr. Alsmeyer's findings for each previously reported wetland and stream impact are listed below: Perennial Stream No. 1: This steam was confirmed as jurisdictional and of high enough quality to warrant mitigation. A total of 310 meters (1017 feet) of stream channel will be lost to highway construction. Sheet 301 Left & Right Perennial Stream No. 2: This stream was confirmed as jurisdictional; however water quality was determined to be very low. Total channel loss to highway construction will be 44 meters (144 feet). Mitigation by the COE was not recommended based on observed stream quality. Also note that channel loss is less that 150 feet. Sheet 30J Left. Perennial Stream No. 3: This stream was confirmed as jurisdictional and of high enough quality to warrant mitigation. A total of 133 meters (436 feet) of stream channel will be lost to highway construction. Sheet 301 Left. Wetland Sites A, B, C: The wetlands at these three locations were initially located improperly on the plan sheets. The COE representatives confirmed that there are two small wetland sites in the area; however there are no wetland impacts in this area. Sheet 30J Left -- Revised. Wetland Site D: The COE has delineated this site as a non-wetland. Sheet 301 Right. Wetland Site E: No wetlands were observed at the location previously marked on Sheet 31D Right. However a small site of approximately 0.005 acre (0.002 ha) within the same Loop C construction area was delineated. This site is located so close to the proposed fill line that a formal survey would be required to determine whether there are likely to be impacts to the site. The COE will not require mitigation at this site if wetland impacts do occur. Sheet 31 D - Revised. Streams previously reported as intermittent streams were confirmed as intermittent. 4- 6-00; 8:06AM; Avoidance and Minimization Efforts ;1 804 947 2544 # 4/ 6 The location of the proposed project in North Carolina is dependent upon the location of the southern terminus of the proposed US 58 Bypass around Danville. The logical terminus for the proposed Bypass is at the existing US 29 Business interchange with US 29 Bypass/VA 265. Therefore, impacts in North Carolina associated with the proposed project cannot be practicably avoided due to the restricted terminus location of the proposed Bypass. The proposed alignment for the service road (SR 1354 - Green Tree Road) west of US 29 was initially located approximately 59 feet (18 meters) east of the current alignment shown on plan sheet 30J-1eft. The initial alignment impacted a water pumping station that supplies water to a newly constructed North Carolina Visitor Center located approximately 984 feet (300 meters) south of the North Carolina/Virginia state line. Caswell County officials requested avoiding the water pumping station due to the high relocation cost associated with the station and water lines connected to the station. Shifting the alignment to avoid the water pumping station increased impacts to Perennial Stream No. 2 to 144 feet (44 meters). This action did not result in any wetland impacts. Loss of surface waters channel is associated with the construction of culverts, storm water management basins, and riprap installed for channel protection at the inlet and outlet of culverts. Reducing or eliminating the use of riprap has preserved approximately 370 feet (113 meters) of natural channel in the impacted perennial streams. Additional stream and wetland impacts will be minimized by generous use of erosion and siltation controls, and by routine maintenance of such controls to assure their proper functioning. Construction of the proposed highway project will not result in any wetland impacts. One site of approximately 0.005 acre (0.002 ha) is located within Loop D and could be impacted by highway fill due to the sites proximity to required fill locations. Never the less, all practicable precautions will be taken to protect the wetlands from construction impacts. At the project pre-construction meeting, the contractor and the project inspectors will be advised of the necessity to take all practicable precautions to protect aquatic resources throughout the entire project. Summary of Environmental Impacts & Proposed Mitigation As a result of construction of culverts, storm water management basins, and riprap protection for culvert inlets and outlets, unnamed tributaries of the Dan River will be impacted. Approximately 1453 feet (443 meters) of perennial stream will be lost to construction impacts. The Virginia Department of Transportation proposes to mitigate the impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the North Carolina Department of Environment and Natural Resources - Division of Water Quality (NCDENR-DWQ). The US Army Corps of Engineers, Wilmington District, Raleigh Regional Office, has indicated that 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $399,250. There will also be a loss of 125 feet (86 meters) of intermittent stream channel. No wetland impacts are projected. ' 4- 6-00; 8:06AM; ;1 804 947 2544 # 5/ 6 LEGEND _Rev is eal . K..-. xor. fi t b ars ® SAr UHA d. ® ftW4 A10'A - SMAE" Aq'A 3 114 ? o Q L _ _ &W-LA9AS A? FIRS ® ft&*6 AWA ? 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VW• a A sv\ej 31b LEGEND ?s i dp PIIpg® ° be COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION PO BOX 11649 CHARLES D. NOTTINGHAM LYNCHBURG, VIRGINIA 24506 COMMISSIONER March 17, 2000 Mr. John Hennessy NC Department of Environment And Natural Resources .. Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27607 VAR) 2000 Subject: Danville Bypass V,Et ?ldl;S G.0`J' "T -R I LITs SECTM ,1 Dear Mr. Hennessy: W.T. RAMEY, P.E. DISTRICT ADMINISTRATOR Attached is an addendum to the permit application for the Rte. 58 Danville Bypass Interchange, a portion of which will be located in Caswell County, North Carolina. This addendum reflects field verification findings by COE representatives from both the Norfolk, Va. District Office and the Raleigh, NC Regulatory Field Office. Please note that some wetland sites previously reported as impacted were improperly depicted on the plan sheets and are no longer impact sites. Also, the COE delineated some sites as upland that had previously been delineated as wetland. The addendum also addresses "Avoidance and Minimization Efforts" and "Summary of Environmental Impacts and Proposed Mitigation". I have requested a check from our Fiscal Division for the $475 processing fee. Processing of the check may take several days; however, I am requesting that you proceed with your review of the permit application at your earliest convenience. The processing fee will be forwarded to you as quickly as possible. Please do not hesitate to contact me if you have any questions. I can be reached by telephone at (804) 856-8288, fax at (804) 947-2544, or email at mcclainfjr@vdot.state.va.us. y? ?V? Q. hn R. McClain Si Environmental Engineer Senior C: COE Norfolk District / COE Raleigh Field Office VDOT Central Office - Environmental Section TRANSPORTATION FOR THE 21ST CENTURY 1017 qq March 17, 2000 y-3y ADDENDUM US 29, Proposed Danville Bypass, US 291US 265 Interchange Caswell County, State Project No. 6.481009 TIP Project No. M-329 Field Verification All surface water impact sites have been field reviewed by representatives of the US Army Corps of Engineers. On February 4th, Alice Allen-Grimes of the Norfolk, Va. COE District Office field reviewed each impact site, and on March 14th Eric Alsmeyer of the Raleigh, NC COE Field Office field reviewed the project. Mr. Alsmeyer's findings for each previously reported wetland and stream impact are listed below: Perennial Stream No. 1: This steam was confirmed as jurisdictional and of high enough quality to warrant mitigation. A total of 310 meters (1017 feet) of stream channel will be lost to highway construction. Sheet 301 Left & Right Perennial Stream No. 2: This stream was confirmed as jurisdictional; however water quality was determined to be very low. Total channel loss to highway construction will be 44 meters (144 feet). Mitigation by the COE was not recommended based on observed stream quality. Also note that channel loss is less that 150 feet. Sheet 30J Left. Perennial Stream No. 3: This stream was confirmed as jurisdictional and of high enough quality to warrant mitigation. A total of 133 meters (436 feet) of stream channel will be lost to highway construction. Sheet 301 Left. Wetland Sites A, B, C: The wetlands at these three locations were initially located improperly on the plan sheets. The COE representatives confirmed that there are two small wetland sites in the area; however there are no wetland impacts in this area. Sheet 30J Left - Revised. Wetland Site D: The COE has delineated this site as a non-wetland. Sheet 301 Right. Wetland Site E: No wetlands were observed at the location previously marked on Sheet 31 D Right. However a small site of approximately 0.005 acre (0.002 ha) within the same Loop C construction area was delineated. This site is located so close to the proposed fill line that a formal survey would be required to determine whether there are likely to be impacts to the site. The COE will not require mitigation at this site if wetland impacts do occur. Sheet 31 D - Revised. Streams previously reported as intermittent streams were confirmed as intermittent. Af- ? ^ D ctlq .? .. ........................ MAR 3 ?ono Avoidance and Minimization Efforts The location of the proposed project in North Carolina is dependent upon the location of the southern terminus of the proposed US 58 Bypass around Danville. The logical terminus for the proposed Bypass is at the existing US 29 Business interchange with US 29 Bypass/VA 265. Therefore, impacts in North Carolina associated with the proposed project cannot be practicably avoided due to the restricted terminus location of the proposed Bypass. The proposed alignment for the service road (SR 1354 - Green Tree Road) west of US 29 was initially located approximately 59 feet (18 meters) east of the current alignment shown on plan sheet 30J-1eft. The initial alignment impacted a water pumping station that supplies water to a newly constructed North Carolina Visitor Center located approximately 984 feet (300 meters) south of the North Carolina/Virginia state line. Caswell County officials requested avoiding the water pumping station due to the high relocation cost associated with the station and water lines connected to the station. Shifting the alignment to avoid the water pumping station increased impacts to Perennial Stream No. 2 to 144 feet (44 meters). This action did not result in any wetland impacts. Loss of surface waters channel is associated with the construction of culverts, storm water management basins, and riprap installed for channel protection at the inlet and outlet of culverts. Reducing or eliminating the use of riprap has preserved approximately 370 feet (113 meters) of natural channel in the impacted perennial streams. Additional stream and wetland impacts will be minimized by generous use of erosion and siltation controls, and by routine maintenance of such controls to assure their proper functioning. Construction of the proposed highway project will not result in any wetland impacts. One site of approximately 0.005 acre (0.002 ha) is located within Loop D and could be impacted by highway fill due to the sites proximity to required fill locations. Never the less, all practicable precautions will be taken to protect the wetlands from construction impacts. At the project pre-construction meeting, the contractor and the project inspectors will be advised of the necessity to take all practicable precautions to protect aquatic resources throughout the entire project. Summary of Environmental Impacts & Proposed Mitigation As a result of construction of culverts, storm water management basins, and riprap protection for culvert inlets and outlets, unnamed tributaries of the Dan River will be impacted. Approximately 1453 feet (443 meters) of perennial stream will be lost to construction impacts. The Virginia Department of Transportation proposes to mitigate the impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the North Carolina Department of Environment and Natural Resources - Division of Water Quality (NCDENR-DWQ). The US Army Corps of Engineers, Wilmington District, Raleigh Regional Office, has indicated that 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $399,250. There will also be a loss of 125 feet (86 meters) of intermittent stream channel. No wetland impacts are projected. 2000 LEGEND rev sed [C .. _. O W4 Maus in W ® Std.MI Redd ® SMUD-1 Redd. v S1d.EW 12 Repel 3 I y \00 IF C&Wf.LIMS In FIBS ® stdGR6 Repel P40 pact Dam, Type ll O Dx+otas ENiom Number ® 5?d.CR-2 Rep'd ®SfdGR 9 Rep'd ® awwom of > r WOW ! dr4ft PsrW S OW dot - Eosa?a d StdGlt-FOA•2Tt:IAep'd ®SIdFEir C • 5vD m ¦ Tert?oorory finer artier. r? f/pwes In double Oroatds ono dot • dos/a6 SYdGRFOA$Tf:nA1p'd StdFEiY/Alsp'd Tea?Oerory S/nfonoe L nnas dMaro Pfrmaran W11W Eoseawft RAMP F CMr. J 15-M496 D / ELrA - • 472r53an'Rr ? T 911895 059 `, R .- -25 M25a= P. E. LOFTS P? 059 ' AND DOR/S Y. LOFT PT ? P. E. LOFTPS ?i0PH4Ar. V • 90 tevn d'__A ?w0 DORIS Y. LOFTPS ROUTE 841 QaIYS/:r E ' SOOX 40 `•. D,MIO.PC%781 a .` '.? 63059 AM If PI e57.736 ? 'O'IN (lag DELTA • 79•M136 LT + ?. T • 240= . E. LOFT 42 AND • `. L R • 40yw 290L1Q0 M. LOF g4 PC pr • p'ff?4 A Xf ? ? , ?' ` V 60 faun • .'.-' " .? ra ' `: \ E 6M Oorepe Drpln Field ?? Toot 100 GOIETT p/RNA I HATCHER D.B. MPG. 96 3 Aa: av? ?dy c•"SS Y??? DONALD FOUTS lSet. AND LLICPLLE a F OUTS DB /44.PCr.ll6 20 Vi A0. SCALE 059 . E. TIS IS M. LOP DEIO.P11781 09430 Ac v ?°.. r'y?24rjE Per Witty owner. cable &,* ,W pole and Is octNe. Second cable In peel Is cu In use. Unable to obtaln sl9nal on cull DONALD FOOTS N' AND UUCILLE a FOOTS r? DB.H4.PG.ll6 X7"1 Shee.} 30? - Le?? ? 1410 Z\ \ n 059 P. E. IS DOR/S M. U Dalo.P?.7 8 AC., ' wan • '•?PI 059 R 1 TPS eD Y. LOFT/S 4PC?.781 61 AC. In p 132 m Inv !n ?v ad <Eo S I- ? m1, I NI/I P I 1 i r i ? P ?r ------------- -Revlse. : 3 ?y-r??--- LIMITED ACC -REVISED DESIGN FEATURES RELATING TO CONSTRUCTION 05/em REOIOON STATE L00P I.?? OR TO REGULATION AND CONTROL OF TRAFFIC 0512610 MAY BE SUBJECT TO CHANGE AS DEEMED 06/27/99 PI 12.62.618 P1 • M-W38 PI M•97Z33 NECESSARY BY THE DEPARTlENT 3 I'A. DELTA • 13M?JfRT DELTA • 132'SP7OM DELTA • 2ZT'S ff T • 194799 T • 191.799 T • 35 L 197.090 L • 197.090 L .696S R PC jw'" PC • 85000 R • 85.000 R • 180,000 ??Sy 1244M PC M42M 12.61,939 PT 14.62= PT l5 v 50 rave v 50 ravn v 70 rave E am E BODX E 800X 1 -,a 22 0A\ Crl Prgoaerto fill, it SfgAl rr, to I%%. Ile ??..?, II •• ?'?? •. Rl 24 IROINrIA,STATE LINE l! 1 CAI H CARDUNA STAT UNE _? = 1 - r 30 Inv A N,I `3? I i I i %c I '(L 4111111 D-6 2''Cl I •? a •0.9 a Mixed Tras I CONST. Q I WRT. ?h eet 31 LEGEND sae sr>ser 29 QQv IV 1/?y *rG t: I ' / JP' i i / i i i NaWAN J i i 31D?A5 l ca® COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION PO BOX 11649 CHARLES D. NOTTINGHAM LYNCHBURG, VIRGINIA 24506 COMMISSIONER March 31, 2000 Mr. John Hennessy NC Department of Environment And Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27607 Subject: Danville Bypass Dear Mr. Hennessy: M '3 2oou ,: W.T. RAMEY, P.E. DISTRICT ADMINISTRATOR Enclosed is a check for $475 to cover application costs for the Danville Bypass project that includes interchanges and water quality impacts in the State of North Carolina. The application for permits was sent to you on March 17, 2000. Please do not hesitate to contact me if you have any questions. I can be reached by telephone at (804) 856-8288, fax at (804) 947-2544, or email at mcc1ainjr@,vdot.state.va.us. Sincerely, John R. McClain Environmental Engineer Senior TRANSPORTATION FOR THE 21ST CENTURY a u?vi 8 ?Yr..• ? F ; 6 6 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM COMMISSIONER December 13, 1999 Mr. John Hennessy NC Department of Environment And Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27607 Subject: Route 58 SW Danville Bypass Dear Mr. Hennessy: W. T. RAMEY, P.E. DISTRICT ADMINISTRATOR ? Enclosed are an original and seven copies of application for permits to construct the Route 29 interchange associated with the subject project. Please do not hesitate to contact me if you need additional information. I look forward to presenting this project at an NCDOT Agency Coordination Meeting soon. Thank you for your assistance with this project. My telephone number is (804) 856- 8288, my fax number is (804) 947-2544, and my email address is mcclain ir(iDvdot.state.va.us. Sincerely, r o R. McClain Environmental Engineer TRANSPORTATION FOR THE 21 ST CENTURY DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 ` Y 14 i PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE:` 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation, Chatham Residency; Am: R. L. Hamilton, RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchange is located at the existing Business VA Route 29NA Rte. 265 (29) interchange south of Danville on the Virginia/North Carolina state line._ 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R. L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highway interchange with North Carolina impacts beginning on Route 29 at the Virginia/North Carolina state line and extending approximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Svdenham Street (VA Route 1141) in Virginia. 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-111)? YES ? NO X IF YES, EXPLAIN: _ _ _ _ _ (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No h T 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): • • • • _ (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK: _ _ _ . . 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS RvIPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION: FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m - 1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts, 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: _X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell County, NC) in coniunction with the construction of a southwest bypass of the City of Danville, Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virginia/North Carolina state line. Equipment will involve heavy trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND PACTS); The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited. The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _ _ _ _ _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTI TY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT f J PROGRAM!! OWNER'S/AGE 'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). rl y COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. RAMEY, P.E. COMMISSIONER December 13, 1999 DISTRICT ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29NA ROUTE 58/US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USAGE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO1 C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. .. - - f+(li 119 Gatewood Blanch 57 ? r Pelham Providence 62 Purley „ { 9 5 ? ffir• C A W L L - Leasbl ? asvdle Yanceyvdl ^ a ' i l e 62 F a N -ft ust Hd r a I ? 190 Fro' H i Qhtowers MJesvtlle Fitch Ridf `1?? II E.. - _ 119 ' I • ? ProSDec a -om 1 G01 Course SOO 17 r _ _II- li??/? jri?/ ??, 'moo.\?%? ;j ?`J ?• ; ,o a- 0 - -? J/? ?r " :? ?• ' ry^? ?\ \)?? ?1v 4•. ?'?? \ . X , :6c0? ?.-?1 \ ? oo ' ` ll ?, i F- _ _\4• ??:\ •r /'A ,: \ rl? 620 \:..''il•• `• 3 l ?I t`1 p ° f? ?? %o \\ it 4 d C ? 9e_ °4 li' ?' gnu y J? ? I e P Oy Whitfield \ / ?/? .?i p\ \ rte- \/?? ? . l?? • ? '\u L ? H??? ? 6? ? ? l\ 11 ? 1 /_ 9 v f ??' ° D'1 '7 ute 58 Bypass (pro Route 265/Route 29 Bypass" \7 Posed) ?? ( ((? r_-??I zaa?? o?/Vi'i' VIRGINIA m ?- __ '6a0 , LL C ;'1? i ?\ r?l• 5 f -_'7- NORTH CAROLINA' ?? '1 / Iyb ??\ ?? 560 r 0 ? 1 0 / rl r ?VA / '? r 'r / 9 v \ ar '1I \ \?: /??j r 9(?111? ?C?V ?',f?J ,?_?. _? i a. '?? i\IS1\I \J tr I%??\?/o)°C\\ \ \fl i,t ?n?/ ?? ???q i?p tK '? ??o ???? i ?, ??? • ?hltetOWII `. II 'fI L,?`` ('? I,sc?z, ?J??; ?`\? oI ?t ??. ?' ??' ?. `fir I" sip •• 56 .i ? ?, \ ', u` \`?? ll \" 'f I \:I OrlveJn '?-?\ ` / r;i ,.; '??s -• '` • .,? r \ `? ?.?\?ll _? (?! \? i'/ \?,jl II r ??` f? ??llC ?' '?tf? +• ?Shel \C /c\ J\? J??\?• ??1 ' N II? f r o 1 Project Area 1 0,.?? 1353 USGS Quad Map: Danville, N.C. t- i / °? I 1 •?? / I. . ? it -!"?\? I ? ?? ; f n - V ? fro (o /l//?? _._Yi/? e• /r\•n ? - LEGEND: r n;? ¦ • Proposed Route 58 Bypass (Danville Bypass) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 11Y DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH US 29 INTERCHANGE WITH THE PROPOSED ROUTE 58 BYPASS (DANVILLE BYPASS) CASWELL COUNTY TIP PROJECT NO. M-329 O METERS 010 FIG. FEET 2,000 1 f• ? dJ rte. i * .,ti4??- +s-? ?li -*.?#_# # '?' ,f -• +?' ti i?ty',.??y` ,` * * 'it 1t1# _s t fit # *' y+ ; # " - or ILI ?L r'? 7 E s 7-7 F,. ?F ?= -•,.? ? l yr„ i`}'_ ????/?• j?+?r i{ ; ?? ? F {' '4J" ? ' _? ? ? t ? ??.• ? ? •ti r? r is -,-^" L ?x ?f?? 4 t f ti'` ? r r 41 tf;fir Name: DANVILLE Location: 036° 32'29.8" N 079° 28'03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites Fie, Gopynqht (G) 1991, ap ec nc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) WETLAND D - PF01C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/l 0Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PFO1C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26'% 79 28'12"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction - 150m (492'). Total channel length lost to construction impacts - 133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream 43: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction- 310m (1017'). Listed by NC as perennial stream #1. (Sheet 301) Perennial Stream # l: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream #2: Width.061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. • Tributary to DanRiver @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). NWP14, DA=28 acres (I lha). 1200mm (48") x167m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. Summary 2 LEGEND C _. _. LaWr. UWs in aOs ® SM. CRq AWd. ® Std.410-4 Aid. Std.EW-12 AW4. C .. *,or. U Ws M fills ® SQGR4 W& Aoct awt Dan Typo H Q DOW Enrrww Number ® Sed.&+2 AWd. ® S/d.GR•9 wa ® Dw ftm of Paremsnl L C -l ass dFlvursssr In O Praotds and dtf dasArd ? wma»n? Ea.?enrys. ®Sdt#t F0k2 TY / R•0Q ®SId fE G L • SD si ¦ Tagporory fl1Mr 9orrW. r Flyures In daAW OrOcW5 aril da? • d*VW , sA&&+FOA$Tr.#Awd. ® yd.FE•w1Awd. K rawwory SIR Fence I ? II L J doss dertXs Psrawov llNlpy Eas•m r'& RAMP 'F COVST. P1 15.99.488 DELTA • 4(72f53.47'RT O T • 94M L • 176J25 P. E. LOFTS R • 25= O g AND DORIS Y. LOFT Pc l507593 LOFTS SAP A- PT "Vie v • 90 bvn o P. E. V 1p •l1ND DORIS M. LOFTS ADVT£ my LUvST. C £ SJ?x to 43059 aalapaM 1 / Std ? •? ••iNTS?30w IH6Y1 ??_?? 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If P1 1+56.764 y / fCC\\cc . • ; % 1; i DELTA • 6078• "LT l ?l ?' y ••?',,,,I ,,, i' i L • 29475 R 250000 PC L3-39-M9 ! : Q ; l Pr 15.58.851 v g7 tmln \V , E 800X 052 2 i i R %' l •' IITIOWf N JE ERSON WAUGtf. JR. ET ALS DB602 P.755 W821 PG. 403 W828 P.332 REFERENCES % !PROFILES. DETAILS & DRAINAG DESCRIPTION SHEETS.ETCJ Drolno9e Dpscrlptlons 28 SWm Facility eND-I Details 2n, z Lapp 'C' Profile 3. ,. j Route 29 NBLProfl/e 30P.3 Rape 29 SBL Profile 300 3 Loop 'D'Profile j Ramp 'D' Profile 31E.: Sheer 311) !1ETK SCALE soa 0 mm 2,0 m ??7 6058-071-E15-C504 99-4170-15 December 7, 1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VAC5- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT I PHOTOGRAPHS OF AQUATIC IMPACTS SITES 1. Outlet of existing pipe under Rte. 1354. Pipe to be extended 40m (131') plus 4m (13') of riprap in the channel. Perennial Stream #2. 2. Section of Perennial Stream #2 immediately downstream of existing pipe. Reach of stream to be impacted by construction. 3. Wetland Site A, a narrow floodplain along Perennial Stream #2. 4. Wetland Site B, a narrow floodplain along Perennial Stream #2. 5. Perennial Stream #I at confluence with Perennial Stream #2. Impacts to Perennial Stream #1 begin immediately upstream of this view. 6. Perennial Stream #1 in area of impacts. Losses result from construction of Ramp C, Route 1141, Ramp F, and Loop C. 7. Wetland Site D, a point bar and low terrace associated with Perennial Stream # 1. 8. Wetland Site D. 9. Perennial Stream #3. Note that stream is subterranean in much of this reach. Impacts result from construction of Route 1141. 1O.Perennial Stream #3. (See description 9) 1 l.Perennial Stream #3. (See description 9) 12.Intermittent Stream # 1. Impacts occur from construction of Loop D. 13.Wetland Site E within proposed Loop D. L'Arl ,or . ?..;?_, p.:. ?? =- ?? S av _, - -4 r.. ?.. -. v . i y -?=?? i .r 00 ®1 DWQ ID: CORPS ACTION ID:.... _ z NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation Chatham Residency, attn: R L. Hamilton, RE 2. MAILING ADDRESS: PO Box 309 PAYMENT SUBDIVISION NAME _ _ _ _ _ RECEIVED CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchange is located at the existing Business VA Route 29/VA Rte. 265 (29) interchange south of Danville on the Virginia/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R. L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville. 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highway interchanee with North Carolina impacts beginning on Route 29 at the Virginia/North Carolina state line and extending approximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Svdenham Street (VA Route 1141) in Virginia. 6. I1vIPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-H)? YES ? NO X IF YES, EXPLAIN: _ _ _ . . (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):. _ _ . (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?.NO X IF YES, DESCRIBE ANTICIPATED WORK: _ . _ _ _ 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION:. _ _ . . FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts, 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell County, NC) in coniunction with the construction of a southwest bypass of the City of Danville, Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virdnia/North Carolina state line. Equipment will involve heavy trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited. The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9. 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) 1F AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? . _ . _ _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIYITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT J -PR RAIvV _ OWNER'S/AGE S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. 1 COMMISSIONER December 13, 1999 DISTRICT DM NISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29NA ROUTE 581US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO1C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WW) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. l , Ir ""d r 60_`,_' • ° \\ \ I???\. 1 r- 1 ? r Route 58 B Ypaas 1 T ALIA_ CO o II , `moo ° r \\ '20 i Whitfield ?. 9 used) wv (p r 'I ?s 1J ` ?•J I ?. s J "' Drive.' lcl: \ \ r?. \ 1 \( m<<!?'? t `?` Project Area \\. 1r.\ pH/ ? I 90 if r, % it?!,/I u• / P :. l "w- 7#lpeihmm? - atewood 61a Pro vidence Purley „ 9 ?86 tfir? C A W ?'?/Casvdle Y;ceyvdY a ' ?5 62 uSt Md • ISO Hle 1 0, M,lesvdle Fitch 1 ?Malklns `_? ? ? ? I ? Fro' Rrdf I '? • , •? ' Gol Course ` •? ?/ ` `\ -00 CIV y ?... v p i 1 °? / q C 57 Route 265/Route` • 29 Bypass, VIRGINIA l 406-, _ • eso'il.°r -.,r_,-E ,--•r-'y"'K. m O Ry = NORTH CAROLINA lc! -, ? i 1 'r c / ------ J >) o ? c ' ? ? ` ?? \ \ •\ / t itetown `b \ ,`'?. ? M ? 707 ??/ ° $`. ?° ?• ',\ u % :Shelt •\" 1I1 I \ 1 ' 660 - -6 o v, 1353 USGS Quad Map: Danville, N.C. ?' , , J ° • , NORTH CAROLINA DEPARTMENT OF ;'/ ??' a/ ?LKi; ,% °°••••° TRANSPORTATION DIVISION OF HIGHWAYS r?.?l" r /• •/ (° PLANNING AND ENVIRONMENTAL AN \J 112 1 `y__?I o 1tA?? J ??? LEGEND: 41 b ?- ¦ ¦ Proposed Route 58 Bypass IC\ (Danville Bypass) US 29 INTERCHANGE WITH THE PROPOSED ROUTE 58 BYPASS (DANVILLE BYPASS) CASWELL COUNTY TIP PROJECT NO. M-329 O METERS 610 ¦?? FIG. 1 O FEET 2,000 49 w 40 Iwo ` ?.. r Vigo -r? +"`•? _ 4 0 .4'k 40 , VT 60 IJ- ?d3 f' A - $he ?v.,.lri/,,,a !1' 'r h I Name: DANVILLE Location: 036° 32'29.8" N 079° 28' 03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites Fie, _j opyng ap ec , Inc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PFO1C Location: West of Rte. 29, adjacent to perennial stream 92. Soils: 10YR4/2 from 0-4", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PFO1C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PFO1C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) " WETLAND D - PFO1C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/l 0Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PFO1C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow,,sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'12"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction -150m (492'). Total channel length lost to construction impacts -133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream 43: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction- 310m (1017'). Listed by NC as perennial stream #1. (Sheet 301) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream 42: Width.061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. • Tributary to DanRiver @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; -79 28'1"). -NWP14, DA=28 acres (I lha). 1200mm (48") x167m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. Summary 2 ROUTE m4ca c RAMP 'CCAYST.@ Pf 1257736 P/ bt?Sm86 PI u-73" DELTA • 79'14.43BLT DELTA • 9W4J•293PRr DELTA • 67645MRr r • 240x0.7 T • 111838 T • n3,59e L • 40L0w L • fig-" L • JW48 R • 29= R M R • -,;Co= PC rp/1.G74 Pc 14$1.988 Pc ooa= Pr I+1873/ Pr AWJW Pr 13.14748 V • 60 M/I1 V • 50 "vh V • 90 tAVh E•Cp,= E•&= E- it r5'?'NEEt.50\ JOE V1 apQ95 1`5 M 26W 20-?- 76531'1 b? O \\\\ HERBERT LOARRINGTON AND BONNIE W. ARRINGTON v DB.M&PG,I49 M9.S P0.1I6 MASS/ ADAMS, SR. D,&931.PC%564 MS.q,PG95 SWM FACIUTI' '301-1 \ V \\ .2 J qy `` HERBERT L'-?RR1 AND BONNIE w: DB,14&Pr.I49; MAIM116 D (PROF1LES.DETAILS & DRAINAGE DESCRIPTION SHEETS ETCJ aroiraye Descrlpflow 237) SWM Facility •30 l-1 Datolls 2Xr191 Romp 'C Profile 30E Romp 'F' Profile 30F.3CG Loop 'C Profile 30H Route 1141 Profile 30K.30L Sh ee. 30 , - q% ;0 `S?g? a v P/ r n s7•E ' - ' _ EN A ? '? STREA 3 a of 1 \/ 1a HERBERT L AND BONNIE W. DaM&PC. M.&I PG of W- GAMM TT a MAM R a&.. 176.Pa 176 3 AG L 0, *- L` ''SF d, 'e a P? Ki•u. rGw.•/.r? A ' OR TO REOLLAT10N AAO CONTROL OF TRAFFIC NAY K SLSJECT TO CMAWA AS DEEMED NECESSARY BY THE DEPARTMENT QSR2/99 -- - -- 6058.071-E15. R#-201. 0 v " 3 VA 58 99 De 1 . C-504 09/9/99 0/22/99 RAMP -CCOMT.E pf 944839 PT 13.07681 \\ DELTA • 9625'27J2'RT DELTA • 9M27JZRr N T . 95" T 95" L • 143DO L • N3D48 414,r o,, . 85= R 85D00 tat- PC Aol? PC &%12.579 \\\ /c'6? 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Sta<GRFO+2T1.mAwd. ® Std.FE-11iwd x Temporory Slafena AWr£ all CDNST, E P! !257136 DELTA • 79'K13b'LT T 210143 L • 'v097 R 290L00 PC OffA31 Pr !1.18.731 V 60 "Vh £ 6D= RAMP •F•CONST. € PI 1599.188 DELTA • Ia2F5JArRT T • 915 L • !96,125 R • 250000 PC 6-07MJ Pr is-MP V • 90 &Vh f • 800X . SAND T "? II LOFT 08 . lco?ao _ 1. Draln Fleld \ ` \ _ 7 Sedle Tank - O C.ARMETT DUIbtAM HATCHER Da OQPC% 176 f - 3 A - oe tlQnd ` C' Y a ti - 0.OR21 h0.- 0•a3RC? Ris De c ?sY .l 091. ords ? 1 .094 hCt, - 0.1$?I AC DONALD FOUTS AND UUJGLLE 8 FOUTS Da(44.PGN6 Ar- 20 . p. 033 ha - o$ AC- or No Note. . . Per L?!1!y avner.cade pole and palesle7 !s actNe Secwd cnGe In ped is cut and not fn use. Unoble to obWln slgnal on arfflsal! DONALD FOUT S AND AND aoLLE a FOUTS DBJ4I.PO./16 20 %. A-- '7- She.e.T 303 - LJ+ SfdEW-12 Redd. O Donaw fnrly= Kumar r&aml flquras In Oror2MS out dd • do W L-00 I arras do PWna l" £asrwls, Flgoras In ft" brands and dd • d=W [ET-3 aner do Prmo%v Ullaty Eoawovs. 4N? P. 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DETAILS & DRAINAQ DESCRIPTION SHEETS ETCJ Drolt>oge Descrlptlons 23 Entronce Profiles 2 Rolm •C• Profile a Romp •F' Profile 30F.3L Route 1191 Profile 3t Route 29 NBLProfile 3l Route 29 S aL Profile 3 Rony 'D• Profile 31E.3 Sheet 301um SCILE =P I She-ef 30-1 0 10 m 20 m gX3 I 59738 P/ M•972M 517&PRr DELTA • Wr56brRT V99 T 35,104 O90 L 69331 w R /lX1LC0 "939 PC 14•62029 42D29 Pr 6JL560 s0 bvh v 70 b?n lDOX E &= \ `31o-4 pR TO REGLLATICN ;;;6 CCNTRCL OF TRAFFIC I as/8/99 NAY BE SLSJECT TO CKAWA AS OEEKO NECESSARY BY THE DEPARTWNT \ o VX\ % u i iN ? \ t \ \ t `??, g A t E pUHA STATT UNE 0?, 3g m SPITER" rAITTEN 5 i' SZREAM e??5h ate. ;? eQt Sys ? a3 ?i3'S j?? ?^9 A o-? -09 m Poid 3?+ou+air Mired Trats E' 0.00a ha- 0.00s hiJ -? 1 ;?¢? { 1 1 ?• 1 t 1 I I % •?? I l I I I I ?N'I VA. 1 I I 22 g ? 1o-u 1 I Cd R clooer0 1 \ \ 60iR \\ 56 ,Ss rT 3ra3 ?0 n / i. P! ?i m P r- 6058-071-EIS. RW-201. C-504 G6y,E. ?'Ft? J?t'1?• 310•M 1 I h? 2 CY 3 j a i (% \? ,?% ?' ?• iii •' / V 3lo-/s / , ? RAMP D•CONST.4 Pl M•56764 A DELTA • Sow JOLT -75 T u7 L 21A475 R 25= PC L7.M-w QL ; / l • i Pr !s•' i ; v 9D !m/h E 80QY C'; / // .' • I 062 y? 11,10R/MAN JE ERS N AUGH. JR. ET ALS i ?PrP.75 W828 P.332 V .• Sheet 31•D-R?ght REFERENCES (PROFILES & S. DRAINAG DESCRIPTION N SHEETS. ETCJ Dro/noge Descriptions 2B `??• SWA/ Facility •3/D-I Detalls 2Kff Loop 'C• Profile 31 Route 29 N.BLPraftle 30P.3 Route 29 SBLProftle 3OaJ Loop •0• Profile Romp •D• Profile 31E.: Gh22l1 31D METRJC SCALE 0 10m 20mam:j III All • •wR jwry Scbwcs Iii Elactr Gry d OxwIlle city d Dxwllle AAool Mcn POW C-MY PMSYAwNa l:anly Swvks Au1MXlty IQ/acmm Sam BNI AMWIC Lxy d DNVIIM SpNal Cwlv/g cdoto TV rem ow mw Cabwsloo C!y d oxwllle LY1 CoOla/slca LOOP V DONST. t Pt 035201 PI 041539 DELTA • 2Z7.--oWRl DELTA • 9675'27 M T 35201 T 95X38 L 69A L 143,018 R ILI= R 85060 PC IOaoaao PC 10m-v PT AHR5 PT 12.12.99 v 70 eVn v 50 nVA E B,0DX E • 8= ? swm r W h?0 / ice/ / ?? ? • / s•,? Ott, Sheef 317 - l.e?? s?V E 11 ' -V v A., , XI, i i %' i / i / ! / 5 27 650 ?STA . . / E 29 SAL CONST. Pl 55265255 DELTA • W-V 56 RT. . ? T • 234-W . l R •1800A00 PC 55030951 PT 551.96959 v 100 "VA E 300X LOOP •D'Q PI 12,62548 PI DELTA • IJZ5F7B*RT DELTA T 191199 T L /970910 L R 85000 R PC 10$7B19 PC PT 12Fi19J9 PT v 50 rvn v E 8DOX E i -f / ! I i 1 ? .il•1I i' tit" II ? II N I ? `1 i? r OE 29- I r 29 4-500 m I . f I II1xe0 r I ROUTE 29 N8L C095T. Q I P/ 555-O1852 DELTA • 1150' -WRT. T • 286.!81 L '569565 LEGEND R •22,0,0,000 PC 55015469 See Sled 29 PT 555.85031 v ADO tm/A E 27OX 6058-071-E15-C504 99-4170-15 December 7, 1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VACS- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT 1 PA1' ? lIJLSS?S• 4MENT r ®®? &6. RECEIVE-D? y DWQ ID: CORPS ACTION ID: ! 1.E NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN 7 COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation Chatham Residency-, attn: R L. Hamilton, RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchan ge is located at the existing Business VA Route 29NA Rte. 265 (29) interchange south of Danville on the Virginia/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville. 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highwv interchange with North Carolina impacts beginning on Route 29 at the VirgWa/North Carolina state line and extending approximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Sydenham Street (VA Route 1141) in Virginia. 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER. (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-11)? YES ? NO X IF YES, EXPLAIN:. _ . _ _ (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _ _ _ _ _ (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?•NO X IF YES, DESCRIBE ANTICIPATED WORK: _ _ _ _ _ 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION: _ ... _ FLOODING: OTHER DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts. 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: _X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? _ _ .. . 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell Countv, NC) in coniunction with the construction of a southwest bypass of the City of Danville, Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virdnia/North Carolina state line. Equipment will involve heavy trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINRvfIZE WETLAND IMPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited. The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (fl IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _ _ _ _ _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED AC IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PR RANI!! _ OWNER'S/AGT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). .f COMMONWEALTH of 1VIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES NOTTINGHAM December 13, 1999 DISTRIW. T. RAMEY, P.E. CT COMMISSIONER ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29/VA ROUTE 581US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO1 C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclainjr@vdot.state.va.us. - 0 Gatewood gtanc P liU 5 ns ?.. I 62 + r • Pelham rovrdem, Purley , f s? , i Ifir • C A W L L Leashr ? j asvdle`Y+ceyvdl d M e - N ? 2esvfflMde ? 6 762 A 6 F High 04 F ttn towers 119 86 Rid; ` • P/o5oec d " ? ? _?j • ??? // ? i / it . , • ? ` _- w Gol Course \ \ •? ?/ _ / : ` s?.l yI./,??i°8 \ ?s?o \? ?;? .1 ?•• • ' ` • 600 \ v ?P`i i //\ ..?-` l,.l •• \' •?''?./?1\\-',IU\? \?t.Yi ?x?1\. ,1 'I(?•.1 --? 1? r S- ?p t 6 I;• O . > =? \ Whitfield .'J?//` ???( ? \???? ?? 1. ? . 637" • 0 ?;/ ? ?? _ `? ? \\\'? p`?\ \ I . 1 ? / • _. / U0 57 /j Route 58 f> •.I ,` Route 265/Route 29 BYP leX?s??g 66 ?. Bypass(Ao o ?;.? • ,:I?t, 1 ` ass o r (? I???l/7? / '' n ? /i1 /. a "•/ \ \? .? - ---• ?. -. .- .,Ti hite• -- ° (' W VIRGINIA m T A?_LTA !i/CO i'' I - ?I_ ??? JI • _??; :?/i' 64Q ,eao',°,_ LL ?Cy 1 nl' \\`. ?? ,y \ NORTH CAROLINA ?„? \`? I ?I ? I _ _ i ??? ` i `,? -I it. ? iify?• ? kK ? ``?00'1.: \\ o . o a hitetOwn \,\ ??"?/-'\/\;?? r ? \?;? `? ??\• ?' ? : ?, } ,fin br ?•? .707 `; ??? $`.. \ ?? ? -. ° 1 s ??; a,.l. i ?. .2? 56 •7 ?o\ V \ it l` R \ Orive-in?'^ • .? n, ?, , r nt I• \\ ' \ .li 1(i I ?U`??. 1/'I ??r ?.Fhea r(_r._ \?( (t`}x??-' :Shelt 664 \`?ll r , ?r\ l n it Ta I I ???? \ Jl( t Project Area 6 1353 \1358`- N; JV ?/ USGS Quad Map: Danville, N.C. -14 •o al NORTH CAROLINA DEPARTMENT OF -.. /? ,/ (ai) ?u °• • ••° TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH US 29 INTERCHANGE WITH THE S ,' - ter, ??? g.% • \ R PROPOSED ROUTE 58 BYPASS (DANVILLE BYPASS) -?T , 660 fIJ/\?j? . LEGEND: CASWELL COUNTY i„ r. \f ` A? mil ! bs _ e TIP PROJECT NO. M-329 Proposed Route 58 Bypass i ^III\ / (Danville Bypass) o MereRS ego 3 "i '?r\?? i o FEET 2,000 FIG. 1 all 44&11P _7 k 40 •f- i 40 +F t 4 r f `_ E Name: DANVILLE Location: 036° 32'29.8" N 079° 28'03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites F' Gopvriqht 1997, ap ec Inc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PFO1C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) WETLAND D - PF01C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/l 0Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PF01C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'12"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction - 150m (492'). Total channel length lost to construction impacts - 133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream #3: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction- 310m (1017'). Listed by NC as perennial stream #1. (Sheet 301) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32' 17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream 92: Width .061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. Tributary to Dan River @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). NWP14, DA=28 acres (1 lha). 1200mm (48") x167m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. Summary 2 ROUTE N60riNST-C RAMP -CCONST.L Pt 12.57736 Pl A5 05BW Pl 4473-98 DELTA - 7TW436'LT DELTA - 9W43'2LVRr DELTA • WC45.00M T 24=3 T - CAM T - !73.598 L • 401897 L • /19.379 L • 314748 R . 290x00 R - 108_500 R - 300a1JD PC offA 4 PC 14w" PC Ao-o= Pr 14.68731 Pr A&VJ68 PT 13.14748 V-6o kWh V•50WA V-90 WA E - 6a0X E - SDGX £ - 8= • EEt j0 1100 I ? ore \ D.ADAMS `\\\ monEw paw W \ rN8e26w 200 am d nJOn LI Sa1'VE \3G537J (? \\ t1l w \\\ P?, o N / Lo HERBERT L. AMINGTON N AND BONNIE W. 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ET ALS D.B" P.755 W228 P.332 REFERENCES LPROFILES.DETAILS & DRAINAG DESCRIPTION SHEETS ETCJ ? :' ??? , ' Drolnoge Descripflow 2B J? SWY Facility •31D•1 Defolls 2K1,' ,• Jro-? Loop -C• Profile j Rouse 29 NBJ-Profile 30P.3 s$ Route 29 SBL Profile 3=3 Loop R •'D' Profile profile .? 5Inse1 311) wETPJC SCALE 1:500 0 10 m 20 man= III fill r LAWM VAX c N1 E ry saewce aly of D"Ills Clly d Oamills AMOWYsn POWW Card V Pmsykwdo Cawey service *#Wrly Ia(OOmm Sax &W Affwe/C Oily d Durwllls sortie Correay Cjy GO CAOfRWS CsOlevlslan Clly of Dwwllle CV1 Co0lev/s1434 LOOP T` COW. PI 035201 PI 11.64639 DELTA • 227'S6BTRr DELTA • 9625'27JZRT T • 352W r 95" L • 694 L 143v19 R As= R 85000 PC p{XiDpp PC 10-M-V PT 069531 PT 12.12.5T9 v 70 Avn v SO nvn E BOOX E &= -- . ..11 r-,c_. rte!/ rcc? a y /ci rri w W /? 51?u?KlV nR / % 17 ? I Sheaf LOOP •01a SSE ? • r i /Cj / ti . O.3A i? I `O E 29 SBL CONS7 I y? Pr 552-6-14-M DELTA • K50 .56•Rr. \ • Lne L c -46S R • /8Gg0rd PC 550-30.951 PT 554.96.959 v ao "Vh E 300X Pl r2462b48 Pr DELTA • rJZST 7JWRT DELTA T 191.799 r L 91.090 L R 05AOD R PC 067B49 PC Pr /Z-643J9 PT v 50 Wh v E &= E i i II ; I/ II fl NI l I I OE 29- 29 1 4 m I I I I i 1 MU d I ROUTE 29 NBL DONST. Q I Pt 553.OIJ52 DELTA • 150 56•RT. T • 286.784 L 569.565 R LEGEND •22COA00 PC 550.11469 see sheaf 29 PT 555.85034 v w revn E 2= I i I i ? Jr0.6 t` x` ?,? .`SW, 6058-071-E15-C504 99-4170-15 December 7, 1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VAC5- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT I 00 016 6 RkcL?V r DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME; Virginia Deg=nent of Transportation, Chatham Residency; atta: R L. Hamilton, RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchange is located at the existing Business VA Route 29NA Rte. 265 (29) interchanwe south of Danville on the Virginia/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R. L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville. 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highway interchange with North Carolina impacts beginning on Route 29 at the Virginia/North Carolina state line and extending aoproximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Sydenham Street (VA Route 1141) in Virginia. 6. IMPACTED OR NEAREST STREAMIRIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO X IF YES, EXPLAIN:. _ _ . _ (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF. COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _ _ _ _ _ (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?•NO X IF YES, DESCRIBE ANTICIPATED WORK: _ _ _ _ _ 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION: _ _ _ _ _ FLOODING: OTHER DRAINAGE : TOTAL ACRES TO BE HvIPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts. 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IN[PACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAMIFLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell County. NC) in coniunction with the construction of a southwest bypass of the City of Danville, Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virginia/North Carolina state line. Equipment will involve heavy trucks. dozers, graders. back hoes. front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND RVIPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited. The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _ _ _ _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIYITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PR©GRAW OWNER'S/AGg4T'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY 1F AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). e COMMONWEALTH of VIRCjINI A DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. RAMEY, P.E. COMMISSIONER December 13, 1999 DISTRICT ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29NA ROUTE 58/US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO 1 C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. Galewood 62 r ? Pelham Providence i 9 Purley I, I 9 1`I •ffirl C A W L L Lessbi • (Casvdle y*cevnll a "t , N ust Hd I , • ` • Fr ISO oI • • , Hi¦hlowers Milesvl Ile F Ftch ? RidF • r\ 1 Pro spec , • I ... ?j / / _ •1'r/ / ?' I ?? 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Name: DANVILLE Location: 036° 32'29.8" N 079° 28'03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites F', Gopynght 1991, ap ec , nc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PFO1C Location: West of Rte. 29, adjacent to perennial stream 92. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) ' WETLAND D - PF01C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/l 0Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PFO1C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'12"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction - 150m (492'). Total channel length lost to construction impacts -133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream #3: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction - 310m (1017'). Listed by NC as perennial stream #1. (Sheet 301) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream 92: Width.061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. • Tributary to Dan River @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). NWP14, DA=28 acres (1 Ilia). 1200mm (48") xl67m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. Summary 2 ROUTE H4COW.( RAMP rCbNST.q Pf 1257736 Pf 64058a5 Pl U-73.598 DELTA • 77W43BLT DELTA • 9W4Y29-VRT DELTA • 676'45=RT T . 24043 T • 007" T • 9JS98 L • 4 M7 L • /mvg L • 314748 R • 29= R • ICB-'SGb R • -%V= PC offSJ4 PC 14$7.988 Pc aaacm PT 1+1&731 PT 6.47-W PT 13.14748 v • 60 earn v • 50 wn v • 90 "Vh E•6= E•A= E•9= • tJ? ? ?EEt?30\ ??NE4 •\ \\\ \ I i, \ 4 \v \ e \\ \\ \ aADAYS `\\\ \ 66MPaWZ a \ \ W \ l"? \ omd ? 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Second cable In Pad Is cut Ord W AB.IRPG.7& \ J ( - \ In use. Unable to obtaln slpnal on cur 8 Ac \ ? ?}? cam' 1 II DONALD FOUTS IIInv AND LIICILLE a FOUTS ?,?? ua • ` `(1V60ZJ'4rW 1817911 n Q$H 11'G /A5 ?? „ I I? I I lrr 17 20 Y4 Ar- S h e e.T :3O J7 - Le-, -? ???%}.? YArcr+ UME SHEET ? OR-i0 RECiiaT10N AND CONTROL OF TRAFFIC MAY BE SLBJECT TO CHANCE AS DEEMED AWaCESSARY BY THE DEPARTMENT LH 1µ'E pCW ?70 /NM. -.'v' 3f t r i ?m f 71.W m 480.43+ 480.92!7 ti 3r 481-285 ? y Hardweoda ' IIN V' Jil 44 1 0 7 In Pkce ?I D ?l Rim 9311 0.415 m CN !n In 17 brad r i 1 1 ?I 7: li I i 1 ,, ?55(a ipm I ' r I ? r ?r ?f Ilr fi ( I! t) 3 1 4A. 6058-071-E15.Rw•201. C-504 I"? ? i?r? ROr/Tf E9 58LOav57. Q P/ 552.65265 1 i DELTA • NW -WRr. t iii T • 231.34 1 ?t L 455408 Fri / G R •1800.070 CoY? (( 1 k ? )" ( tc•` PC 550°30.951 j r i 1 i t /\. JN PT 554-9sm E 3= 1 1 , , f.? ? 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P1500.6wl Pr 501-Z5J64 I PATCH UNE STATt]tl I Nixed 1 553.0 rNBnJ sHEEr 304 3C REFERENCES !PROFILES DETAILS & DRAINAGi DESCRIPTION SHEETS ETCJ Drainage Descrlptlons ?a Entrance Profiles 21 Ramp 'C' Profile 3C Ramp 'F' Profile 30F,3L Route 1191 Profile it Route 29 NBLProflle 3t Route 29 SSLProflle 3 Rama, 'D' Profile 31E.3 Sheet 30YWTRIC SCXE L ,:moo She.ef 3o-,T 0? 10 m 20 m alcl ;RJTO Ii 6-7A 101 A!O COITRCL OF TRAFFIC Ova/" wr BE SLSJECT To CW*" AS OEEKO 6058-071-E/S.RW-201. 3 Sa73B PI 14.47233 1ECESSARY BY THE OEPARTIENT 3 VA. 58 C-504 517BtRr DELTA • 2P•7'5Wff l99 r 35.204 09o L • 69331 6+.939 PC 14.62Dw 0+?? ?\ 4229 Pr 15.3L560 50 tarn v 70 bVh ?r \ rax E emx \\ \\ 3 1 \ ?? ?? a ) P22 \ '? \\ „3 9 ?r / / ? \ t ? ? ? \ t.. ?, ) J1D•13 ? /? 31614 ? / / m P •V l y //n / IRGINIA STATE UNE CL H CAROLINA STArg UNE ?sir ' - 31611 Iriv O / ( / j i 5 ?. N 1 '' ; ?. ) ) F Inv 34 o JNT? ER" ) ;Q3 i i i t I ? ? ? i ? 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I Pl • 035204 PI 044rA39 DELTA • 2Z7'S66rRT DELTA • 9M2T.7ZRr T 35261 T 9rx" L 6957) L 143DO R ImDOD R 85x00 PC ADIa0D00 PC g6ASJI PT VIS&SY PT 12•12NY v 70 to/A v 50 nvn E BDOX E BDOX LOOP •va P! 12-6Z6*8 P! DELTA • 13ZY7J-fRr DELTA T 141199 T L • arm L R 850x0 R PC A0,67819 PC Pr l2.61.9J9 PT ` v 50 revs v '?Cy f BGDX f 10 Or /v ' s- Sheef 311 - 10-JA /fin 31D?3 E 29 SAL CONST. i I ??! f D .65255 DELTA552• KSO' S6'RT. T•234M L • 466x08 R •/800D00 PC 550•JC991 Pr 551.46.959 v i00 Wh E JOOX If Ila 7) E 29 • I 4 m r _ I I I I r urxee r ROUTE 29 Mat CGYST. Q i P/ 553.0PB52 DELTA • K50' -WRT. T • 286:781 L • 50565 LEGEND R • 220= PC 550.11469 See Slee129 Pr 565-a5aR v co cm/n E Z7= i I i I i I ? c I J/D6 l x` i 6058-071-E15-C504 99-4170-15 December 7,1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VACS- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT 1 tool 65 fr AT 9aa.a DWQ ID: CORPS ACTION ID: _ _ .. _ NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN 7 COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation. Chatham Residency-, attn• R L Hamilton. RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchange is located at the existing Business VA Route 29NA Rte. 265 (29) interchange south of Danville on the Virr2inia/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct hi way interchange with North Carolina impacts beginning on Route 29 at the Virginia/North Carolina state line and extending approximately 0.76 kilometers (0.47 mile) south into Caswell County. The proiect also involves the extension of Green Tree Road (SR 1354) to connect with Sydenham Street (VA Route 1141) in Virginia. 6. IlvIPACTED OR NEAREST STREAMIRIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-1 OR WS-II)? YES ? NO X IF YES, EXPLAIN:. _ . _ _ (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):. _ _ . . (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?•NO X IF YES, DESCRIBE ANTICIPATED WORK: _ . _ . . 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION: _ ... . FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts, 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL, RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell County, NC) in coniunction with the construction of a southwest bypass of the City of Danville, Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virginia/North Carolina state line. Equipment will involve heave trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND RvIPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited. The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _ ... . SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACITYITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT l YR RAIVlI! OWNER'S/AGg4T'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). i ; i COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. RAMEY, P.E. COMMISSIONER December 13, 1999 DISTRICT ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 291VA ROUTE 58/US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO1 C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. ?I - Gatew00< llham P PP w 9 16 ?ffi1rl C A W l - '?(Casvd,2Milesv le YanceYVd H llle e FII 7 ' 1 ?Matkm_ _? _? ¦ ? I F r0 Rldf I i III s-" I ? ?? 560 `; • z1N ?y Route 58 Bypass `1 n \ ?''•li I f •, I Gol Course 7 ° o6. il\ \\ I32'?? ?? \? F ? ? •\ ? I'\' Sc0 \G _G J ?s?or-, ?? ?, •?41 ? ? ?? ? ?, '? QNi 1- ? sOO ?? \ ? J v ` 'S'.? i , ?/\ \ - I? i1: _ ? \ ? 0 i . ? cry- ?•= ' 't ?\ I ?: i I T4 Whitfield d;- + :\ ?r t ;777 / lwa? 1 •n 1 r?`? '???? ?G r\•f I1? ` `µ ?-?' ?6(?7 11 ?> o `\\ _ . 1J1 '_57 a ce <i Route 265/Route 29 BYpassleX?s ° w (41. (proposed )l `? 1J ?1 ' , // 41 111/ emu. ???., ;! ( j \\ •\? .•eShlte. J 'VIRGINIA ?/ I I1 1.///I'.? III ?l l'.?/,?7 64Q\"..r 66 \ \ 68Q1?-?.+-?r_'%d-r--o-+see. "Rl.-o- _ I nl , \'. _.% . ?.. i1-L*- \ =? ?, NORTH CAROLINA em "I ?'I ?f /f \ \..? (-? '. - ? I r'-1 I Y \ - ? ` •• to ° `\ / L-.f (/?\/ \I I ^\\\ I lt. ' pJY i.;'?C ? `t `.mop i? '\ ` o . .-o SI hitetown $' r 3; 56 '7 \o\? \• i1 II Drive-,in Shelt ect Area 00 S, ?(\j$ t f/ Q/ ?\ ( o v 1353 ©N" / ?s USGS Quad Map: Danville, N.C. 4 1, - ,? o NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL \` I / ? ? )° I ? _ / / ??ao? •?/ °. ,? BRANCH US 29 INTERCHANGE WITH THE PROPOSED ROUTE 58 BYPASS (b / l /.?C _?y?'% •_ ., (DANVILLE BYPASS) LEGEND: v n t- /„ /? !If .? CASWELL COUNTY f 1 ??I; ???- ? ? ? ? ¦ Proposed Route 58 Bypass TIP PROJECT NO. M-329 (Danville Bypass) O METERS 610 3_E:.// ?f'.;1.?, _ FIG. 1 FEET 2.000 % ?,,,,?., ?.,, ? a `* `r ?,s .? •`?? .?"` Lam. ? +, ' .mot ? ?,.,....•?,.. '?#,???'--`'??" ? ?,, * '-. t` ,- ,*'*x ; t Alt 4/ U r t' (I . + -. 9 A { " /? ff????x'? r \ " . ?,1 ?"I+. .ems' '•iy7 1 ? ?Ir k ,e?/?,,, , ? _ ti J z. 70 k ,rte- .`,_.,?` ?,,,?` ? ? ?-?--?r `' r•„ ?;' h_ GJ' Name: DANVILLE Location: 036° 32'29.8" N 079° 28'03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites F' Gopynght 1997, ap ec Inc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PFO1C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) ' WETLAND D - PF01C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/l 0Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PFO1C Location: Inside existing loop near intermittent stream #l. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'12"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction -150m (492'). Total channel length lost to construction impacts - 133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream #3: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction- 310m (1017'). Listed by NC as perennial stream 91. (Sheet 30I) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream #2: Width .061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. • Tributary to Dan River @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). NWP14, DA=28 acres (l lha). 1200mm (48") x167m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. 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FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VAC5- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT 1 o®oi 66 c.? DWQ ID: CORPS ACTION ID: _ _ .. _ NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation Chatham Residency attn: R. L. Hamilton RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): ProQosed interchange is located at the existing Business VA Route 29NA Rte. 265 (29) interchange south of Danville on the Virginia/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 _ 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R L Hamilton, Resident Engineer (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville, 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highway interchange with North Carolina impacts beginning on Route 29 at the Yffginia/North Carolina state line and extending approximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Svdenham Street (VA Route 1141) in Virginia 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO X IF YES, EXPLAIN:.. _ _ _ (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _ _ _ _ . (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?•NO X IF YES, DESCRIBE ANTICIPATED WORK:.. _ _ . 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION:.. _ . . FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts. 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell County, NC) in coniunction with the construction of a southwest bypass of the City of Danville. Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virginia/North Carolina state line. Equipment will involve heavy trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND HAPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (ANT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, -INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? .. _ _ _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIYITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT i / -PR©PRAMV OWNER'S/AG5FS SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). t COMMONWEALTH of VIRCj'LNIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. RAMEY, P.E. COMMISSIONER December 13, 1999 DISTRICT ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29NA ROUTE 58/US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO 1 C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 301, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. Pelnam 9& Rir? C A l I P ? (Casvll le Y ote! ' 2M,Iev /6 llle e ?• 1 ?i.Matklns I Frof RI $ I f 560 -1 t ?` ) ?1° , •?p G 'i•. - ?, ?. 1 _J i' /jji` o o /?? ` / \• •?'/• :;:. l l? per r . I \I g60 II ?. 132' t? ro ect_ .\\\?? ,:••'-. l y ?.? ???5 •/, p° ?" ri??Y'1 I " ? I /I•?•?, .?? ? f 5?? /\ Whitfiel •:. ° m . ?,r" / 'Y/ o _ s. I ; IJ ° 30•Ir r??' ...? c \ \Qi o ? . j• '117 600 .? Route 58 Bypass Route 265/Route 29 BYpass" (prop ME so o r3 ¦ ._ . / j `7 I` o , ? j' /l .,/?, i , ? j p?1. n.?"•% P U -_.'` ? I ? ? ?. /J l( - ---•c?..?'t"° - ? :C; A m : o - 680:0 VIRGINI 21-? ..? ?I. 640 "! 6 ?? -\-+-1-•':.r%:i-r -.'- +e. A LL-li r \ 7 F) =NORTH CAROLINA \^ / ??? 'Q•?/I.? it/iybV• ??_\J j 50J\? 1 ',? \01?\ ° \ u"i1 ,i,.. `\\ \,`•. -17 \? ,I ',? `1 I r N f•\???, I ^??? I ?. _. qs fi b bite. wn $ \\\i. \?, I\{ r? ?r\ n ?I? ``k. f I?7? \s '?"\`, J ?) ?? ' //•`??° 66< \ \ 6\? \ ,? : Project Area \ (` r^-??/ ?o??° `\ \ J I` 6. \ 6cb•._ 1353 J)\ j) \ l °•? f1358? 1 _ - FUSGS Quad Map: Danville, N.C. 1 NORTH CAROLINA DEPARTMENT OF -\'/ /?? i ? (?i)) •' °°• ••• ° TRANSPORTATION `I' ? ct DIVISION OF HIGHWAYS ?/r ??• °/ •. ?o / . PLANNING AND ENVIRONMENTAL o/ BRANCH \ US 29 INTERCHANGE WITH THE r - ,.' - ?, (` j ?/% __y9,% •_ `,,? R _ PROPOSED ROUTE 58 BYPASS \. %?\ b (DANVILLE BYPASS) LEGEND: CASWELL COUNTY r. II: ..? ¦ ? ? ? ¦ Proposed Route 58 Bypass TIP PROJECT NO. M-329 O METERS 610 (Danville Bypass FIG. 1 FEET 2,000 - -_„. J ?,_y {y 9 _ ?,..'""`?- ` ?„ ?J s • X11 1 ~f i 61 -•? ,? ??i..? f-. ??.1 ? 11 1}? ?t {?1 ? ? t jj r V fi;/ f'} J? ,.tip.. ?'. ? ; ; t' ri• ",.'' i/'-`'?'`,i, r ?; _..? _ ?, _' `.(?_ ( 1?..` kt?` 5. • yr" «« ,.. ?. 4 rift _N 7O... f F 4P P f Name: DANVILLE Location: 036° 32'29.8" N 079° 28' 03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites Fill, (7opynght 1997, ap ec nc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PF01C Location: West of Rte. 29, adjacent to perennial stream .42. Soils: IOYR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream 92. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) WETLAND D - PF01C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/1OYfrom 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PF01C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/l from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'12"). NWP14, DA=43 acres (I7.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction -150m (492'). Total channel length lost to construction impacts - 133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream #3: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C. (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction -404m (1325'). Total channel length lost to construction - 310m (1017'). Listed by NC as perennial stream #l. (Sheet 301) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. • Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream 92. (Sheet 30j) Perennial Stream #2: Width.061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. • Tributary to Dan River @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). NWP14, DA=28 acres (Ilha). 1200mm (48") x167m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. Summary 2 ACUTE LWCOW-C RAMP •CCONST.q PI 12.9.736 PI ASV-XAW PI d•73-Wd DELTA • 79W43ALT DELTA • 94.43.2901PRr DELTA • 60.6'45D?Rr r • 2+a+a3 r • azam r • 9j" L. 40uw L • 090179 L • 314748 R . 950M R IQB.'Xa0 R • 300,000 PC off4m PC 14.87.A48 PC 00 Pr I+ A&7-V Pr AS•670168 Pr 17.14748 V • 60 W/A V • 50 M/A V • 90 tND E•6= E•8= E•8= • >J? ? ?EEt'50\ y?Cr" 'JNE Q y I \ \ rr 048 Au WBiRPC.95 IN \\\ fN8?26 N 200-- \ '-s' ?6??9TF \\ 2^ 1.2. HERBERT L ARRINGTON N AND BONNIE K ARRINGTDN s v' DB.14&PC%149 `fiat M85.PWAS a J 1k tt? O A .501 "1 D? REFERENCES (PROFILES. DETAILS & DRAINAGE DESCRIPTION SHEETS ETC.) Draino?e Dercrlprlav?s 2817) SWAT Fact/4 •30 I-I Delal/s 2K1191 Ramp 'C' Profile 30E Ramp 'F' Profile 30F.30G Loop 'C Profile 30H Route 1141 Profile 3OK-301 Sh ee.1 2 a -1 - L er+ MASS 'ADAMS. SR. W aa93LP0.564 YSXLPa95 SWM FACILITY 4301-1 oE -17 ecrsrE r? 1 • _ S'(AEA 3 L T Ct\ 2s ? At. GO ` HERBERT L AND BONNIE W. D?f46.PC. M.a5.P6. G ? q0. •? o Iq HERBERT L--¢RR! S AND BONNIE W`A?RI D8.ht6•PG:r49; MAS.PG 06 Stc?Q 4 ?8• t55 a a Ufa i d aANAM Q!/RfIAli R N, D J Ofi,PG 176 3 AG L, o •rv` .. a b wy OR TO waLATION AND CONTRA OF TNAFFIC MAY K SuWECT TO CwwDE AS DEEMED wassaer By T!c DEFARTNENT -- 6058-071-E/5. Rw-201. 3 VA 56 . C•504 09/4199 O/2fJ99 RAMP •C XNST.41 \ Pl U4409 Pl 13-c7Av \ DELTA • 96'25'27.J2•RT DELTA • 96'2S'27.32'RT \ \ T • 95108 T • 95108 \ \ !•+ L • 143DO L • 143018 ?\ \ ^ `4TH R • 85DW R •85000 \ 414 l14E. PC 10469.531 PC 12.12579 \ 053 SyE. X17 ` PT 12? 579 PT /J 55b?8 AtV \\ \\ ' FRANCES YIONTAGUE Jo i•"s-Pr / ?4 v* v • 60 Wh v • 60 tmin \ \ wa6LPC.139 ; Dwl / Stif s? E 5= E 8= \ \ Ma1aPG95 % i 11 Aoada?ee% ffl ?W 9 $ \ \ \\ . I L %I \\ 1 Al ?/ h \\ \ ?i Prhy O ?•,p;- 4 ?\ - EDWAI?D?-74DO \ \ALS W aa537.PC.23 C aa537.J ` xala.PC 95 ' MalaPG \ / ?T Ga0 (NW26 W 12001 (148826 W 200) H NA ST HE tS86'3 \\ ?? 207 1 I- 148846'22 60973 m 4a?E 1!6931 f/ \ \ \ 1?g15• i u 1 1 ,21 a 158635'40'£1 A06.921 $ z 8 \ I \\ ?? e ? i ? ? 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Q?T E e E • Shee130? 0 10 m 20 m LEGEND CWr.,VmNs 1n Us ® StdCR•/AWd. ® Std U&4 Wd - Std.Efr•12 AWd. C _ _ C.W. WNS in Fft ® Std.GR•6 AAvd P40 Cleo Dx%ryW a O omw £,rrmm m~ ® SAd.GR•2 AW& ® SAdGR•9 Asryd ® D-,atlA " or Fowrra? r l L FtWw In br mtsfS ord dot • d"W arts do PWMPWW Ean-wrs. ..ft FaFZrr lwd ® StdFE•G L • 5D a romwary Flaw gorrw. FlgWW /n dWft brOCOWS and dx • darted , m SAdGR•FOA•2TY m iWd ® SKFEVI AAdd x Te.goorory Sla FOW '? [ Jams * m P. Prgxwr Wry Eon-tars. RAMP 'F' CDMST. € PI 1599.488 DELTA • -72lSJATRT T • 91895 ?9 L • M25 A E. LOFTIS R • 250 D00 059 g AND "IS A LOFT PC 1507.593 aal PG?781 PT A5.8J7A9 P. E. LOFTS "Vh ?' •?vVD • DORIS A LOFTS E 97 BDDX = r? \X D9JRPG.T81 A7VTE 1Nl L1?NST. E £ ` 1.3059 AC 114 AV PI !2 57736 _ ?/ "r(o?eTr?? - DELTA 7'JJ*43SLT •? - w T 240M . E LOFT ? ,z?' AND L S Y. LOFT R 2W= D.B PC OffrP34 Pr 1+W-V R1W Marl v 60 tin \ £ 6D= E ?? I 1 rolrood Y.LOFT/S 061 A-- Rill' \% Garage \\ l m Drain Field \\ `? \ /S.O a Toot - O / \ O \ \\ '? \ I I ?. A e. v nAUra?lt P1 ELL COU I Na ??'' \\ ? ? \\ I 3 Ac. -46 14- Iw ?y?s 0-01k3 ho ' 0 .a3 AC R 1.52 m' aaja rovos? ?, ? O.S? Ac nv In 173 \ ?? I o`` e.l T' an I? t iY'rg2t?q? ad 16M . 014 ha. - 0.184 Ac ? DONALD AND LLEFB. FMS A? C \ j D&144.PG116 \ I 1 la 20 V4 Ac i 4 I 0.033 ha - 08 Ac N PER NIRL \?'., \ I 'T R a Note:- A E. LO /S AND \ I \ Per Ltmy ovner.xble pole and pedestol DORIS M. LOFTIS \ I _ I I \ is active. Seoond cable Jn pact is aA and not D B /RPG 78l \ I - \ in use. Unable to obtain signal on cut 8 AG \ \ ?I \ r I l No DONALD FOOTS N0 • t I I la A ? `?? J6o234nv te??gl 1? I tr n AND UJOLLE B. FOUTS ? I IrrV n aawmllr6 ]OY 20 Shee.T 3 03 '- Le.-?-}" ?????}? YATCH UYE SHEET OR 70 REGULATION ANO CONTR0. OF rwriC NAY BE ABJECT TO CHANGE AS DEEMED AWC,ECESSARY BY THE DEPARTMENT s?L4Hrlv,? E ?'?Uv IT T• yl1 V P/ 4 P ( Han Ill /T7 S ?i , I V r 0 ?a r46m 1 1 l; e 9.11 QL/P/49 D/Y?/99 VA. I 158 ACUTE 29 SAL m11ST. P/ 55265255 DELTA • !ISO' .56'RT. T • 254 314 L • 46559 R • law= PC 550130.951 PT 554196.959 v Jw tdn E J= ?i ?+ r / ?i I ' tl l (I .I ip ? ?? i i'?• l 1 Plow p ' RIM A8D0 / ' l i 1 I t R46 m GIP !76 92 4 • / , I Inv in . My cut 176M / f i I r li t / 1 j? / d RIM /77.65 1 /l 06/ m Cale / t I'm In 17521 Inv at 174.30 mixed 6058-071-EIS. R#-201. 13C C-504 ACUTE 29 N8L L17NST. B PI W.*.= DELTA • MW -WRT. T . 28&38! 5 L -5056 R •ZzooD00 PC 550114!59 Pr 555 85DJ4 V AM tAvn E 2702 2 NORMAN JEFFERSON WAUGH. JR- ET ALS BZ PC. WBM P.33Z 71 Il ;. it I' ??' v • / ? ? f i I •'• Ylxad Tress • 1i ' 1 I I M X'71 I I it I t 1 ii I I it I I it l I i l I !-iIL ? ! MAI CJ/ UNE STATgp 553.4.6 INALI SHEET J61Y I RAMP •17LnNST. • r' PI 11-4403 ?' 1 ! DELTA • 4550J8JM 1 i /J T N8.40J I?/ & L 22(036 R 2)40 PC X?Oa000 II 3+ PT ll61&4GS In Place v 90 tdvh Dl 3 E BDxI ` 17954 + R4s 46 m Cons i? Inv In 177.59 Inv oW 17393 I R/W Yon •71.637 IOU- - 117-5 1 RIm 1709 NBL Sur. \ j•REFERENCES i !PROFILES DETAILS & DRAJNAGc DESCRIPTION SHEETS ETCJ `fir r53s"•ai Dralnoge [kscrlpPlorrs 23 JY T • 62.671 m Entrance Profiles 21 PC L • 125164 m Ramp 'C' Profile 31 a p R • 959D91 m ?/ 3 55 Romp 'F' Proflle 30F.3L ff) P1500.61 Route 1141 Profile it ?'' Route 29 NBLProflle 31 Route 29 SBLPrcflle 1 Ramp '0' Profile 31E.3 Sheet 3OYw-Tmc SCAE ,: 1 ?- 1101111" She.e-? 305 - ?gh'r 0 10 m 20 m am3 I 59738 PI • 14'972TJ 517JwRr DELTA • 22•r566rRr 1799 T J5.204 090 L • 6&SN X)0 R • /80= 61939 PC 14-62,M 62D29 Pr 15.3/560 50 tavR v 70 Wit to= E &= -11 OR f0 RECUATIDN Z6 CDNTR01. OF TRAFFIC wir BE SUBJECT TO CwwCE AS CEVED IECESSART BY TK DEPARTKNT \ \t n 13 SigTu i pUNA STATE UNE 3g m F TATER ?4.5y - STEAM .? ee< 26y?5 F \ iD- @ -- Mixed Treat lief land ( E, 0- C0Ah4- ; 0.005 Jv ,'JJ ?00. '; Sheet 31D-R?ght VA. 1 I I ro-u I I C>^r? Pra>? 1 / \ \ \ zz \ \ A n _ \\ 56 a. ? ? rT ?b 3io-?3 P! ?i 6058-071-E15. R#-201. 13 C-504 *Atv a f '?ffT v'W C jar i i q+" i ii i y F Z 1 i9 1 1 t" A, r.IJ\ j l2 CM '1 L: 1 1 iM I ? ' / G JID•l5 / / / RAMP V CONST. j l / ;' •• ?s ?? l ;% PI • 14.56764 y ?• i DELTA • 50'!8 .CTLT I ?? ?c • ?. ;' ?' r m-75 L &&475 R 250D00 PC lj-j9-m P r &58654 v 90 train E 8= - ; ? IIAfORfIAN JE ERSON WAUGtI. JR. ET ALS D860Z P.755 wszpa4oj W828 P.332 REFERENCES (PROF/LESDETAILS & DRAINAG l DESCRIPTION SHEETS ETC.) Orolna4e Oescrlptlons 28 SW Fac1111y •3/D•1 Delolls 2K(F Lwp -c- Profile 31 Route 29 N.BL Profile 30P.3 Route 29 S.BL Proflle 300. 3 Loop •0' Profile j Romp '17 Profile 31E.: 'Sheer 311) WTRlC SCALE r= - I MOOR LK 0 10m 20marl 111111i r uwff . mm Smres rrt1 Eldetr c Cny d Do W1110 Cny of Dmw11M AanMCMan Parer C*WaW P1nsyAwnia County So vks AdArly ZalaoOOm 5a x 991 AIM/r/C City d DNWIIM SOrlrr Crdra caw&jy Ga Clwmw CaOlalsIM C1y Of Daad1M Cvl cowis/an LOOP 'C' CUIST. t P1 0552O1 PI M444" DELTA • 2Z7'S66rRT DELTA • WZ5•Z7JZRT T J52a1 T 95M L 6857/ L N3De R 1x]000 R 65? PC Io-oa= PC 10,6853/ PT V6853/ Pr 12.12.579 v 70 "Vh v 50 "Vh E 8= E 9DOX \Zti yd` n a 1/ 7// A//` W h`D / ?? / Sheef 31 z - e31? i , / / ` i W"R / :.'?'// / ' I X1_7 • ` `s f 29 S aL mvsr. / ' I of P, SST65265 DELTA • K50 SSRT. . l r • 266 e R •1600000 PC 550.3a9S1 PT 551.96.959 v w cvn E JDOX LOOP •D' a PI 12.6zse PI DELTA • IJZSrTJCRT DELTA T S#.M T L arm L R 650L17 R PC 8}67819 PC Pr 124039 Pr v 50 uvh v E &= E r ? ? r / i y 1 A 1 ? 1 f. I j ? f? t 1 ? ?I r ? ? SIOb !1 x` I I ?? t ?1 I 1 I_. j ' 1 ! p? iE 29 • I 29 4 m 1 _. I I 1 I 1 UlxeC I ROUTE 29 MAL CWST. Q 1 Pt 5W Ot852 DELTA • Ksa .WRr. T • Z06W L ' 569565 LEGEND R • 220= PC 550.11469 See shw 29 Pr 555•B5DJ4 v as rnvn E 270X 6058-071-E15-C504 99-4170-15 December 7,1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VAC5- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT 1 Ec?iVED ems, DWQ ID: CORPS ACTION ID:.. _ _ NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation, Chatham Residency atta: R L. Hamilton. RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchange is located at the existing Business VA Route 29/VA Rte. 265 (29) interchange south of Danville on the Virginia/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville, 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highway interchange with North Carolina impacts beginning on Route 29 at the Virgijp orth Carolina state line and extending anaroximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Sydenham Street (VA Route 1141) in Virginia. 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-In? YES ? NO X IF YES, EXPLAIN:.. _ _ . (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _ _ _ _ _ (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?•NO X IF YES, DESCRIBE ANTICIPATED WORK: _ . _ _ _ 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION: _ _ _ _ _ FLOODING: OTHER DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (1F RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts, 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Highway interchange to be constructed at the Virginia/North Carolina state line (Caswell County, NC) in coniunction with the construction of a southwest bypass of the City of Danville, Va., originating at Route 58 west of Danville and terminating at Route 29 at the VirAnia/North Carolina state line. Equipment will involve heavy trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10. 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, -INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _ .. _ _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED f ACTIyITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT l -PROGRAM? _ OWNER'S/AG99T'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). °al COMMONWEALTH of VZRQINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. RAMEY, P.E. COMMISSIONER December 13, 1999 DISTRICT ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29NA ROUTE 58/US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFO 1 C, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. IT i ffiasvd,le C A • Y,nCe no HII ? • ? 150 • / Mllesvllle /tklns Fro' RIdF i •••?'Gol Course •? \/1.?. _ - ,r / 000 •? ?? l i ^ _ ?. .'mom /?•1-- •/ • / 1 \\ r ?WkL???q 'S8% 1? ??\??I `,. ?fF'? ?' Il.:.tl,!.?.? `?. ••'/.9 \60- 1`/ r r ?-? p%,)_. • n `? _ 1 ?^.lti\ 11, ..5 •? I '" ..ll 1. j 1 ( `'%?•\ rt\\ \\! ' ?I? i?j 13 ?`' /'? ?/? / ?"?`rm \° J '? \?• `" Q! 1 0 , spo \ 1\ J v 'S\ ; i t ?? ` . II ',^S<p .?• ` \\o ° ' ,. •_,`\ l /'-1_ y\. is •••ir\. ^ 1 ' i \ \?.? _t?: .I I I / ,'- ..? rl? Cro ect_?Y+" ?,ei;:•' ?. 11 f7 f • . J ?. ???• / ao / % \? Whitfield ? lam- ? `f?'?? ?? ,. 6.?r- M. ?? '• ? \?\ ? ? / Route 5,9 B l ce Route 265/Route 29 B e ?, ?1? By- (proposed) ., /r?./ f :IOW . • . (i? Ypass' :? T A?TXAJIo, y ??y?. / ///I'/ 111 • i??/ } 6ao 66 ` ( 68Q?'. 0 VIRGIN A A1. LL -? ?V-7 77 =NORTH CAROLINA - _? ? //? ?- ' r I'?,? , Ij?i//?. s o ' _ , 1 J ` - c I °`? v ^ •; S u -! ?; a L. \ (-I JI J ' _ 1 \, J?\(? ?\( 1 frig r 'op I \ o c •' •hitetown ? ? ? ?`•,?'/ ?, ;' ? ??\?,I o ?Orive 1n '?': \ ??r'?y?s"?? " ? ?s r 5 .i I ? , . -. !', \ . Shelt \ ( I ` \\ 1 r /V`I ilf / ??? r l?t\ \'.. ,Ts$1/ ' t i? 1 !:` ?/i Uy` • \ I \ J i\. _, \ r!• / I\ )? //!tom al\ i Z_Y o f t Project Area Vs$ `P i J J 6?? ?1 ^? /1356 - }I }\? v 1 \ \ `\ 01, FUSGS Quad Map: Danville, N.C. 1 % .c& r' \\ 1/ 7 J of NORTH CAROLINA DEPARTMENT OF 7LMI) • , ?" °• ••• ° TRANSPORTATION a/ ?'/ I/ ° ; • `,_ 6 DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH r /'% US 29 INTERCHANGE WITH THE ff/ b PROPOSED ROUTE 58 BYPASS \ ' \ Jl b(DANVILLE BYPASS) .? LEGEND CASWELL COUNTY TIP PROJECT NO. M-329 ?- ¦ ¦ Proposed Route 58 Bypass MENNEN (Danville Bypass) O METERS 610 ^ti ." ,??,1 ?, _ FIG. 1 0 0 FEET 2.00 r 1fw w 1k ?i' t Wit` *.. ` 7t .''*' ?`? a ' r" N, Ilk f t '? • *40 i rf H . l 4 ?? ?.,.....,,,? '? ?? ? ?,• + ? ?? , .,yam i°'*.?_ ?t t 1 Name: DANVILLE Y Location: 036° 32'29.8" N 079° 28'03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites Fie, a Gopynght (L;) 1991, ap ec Inc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PF01C Location: West of Rte. 29, adjacent to perennial stream 92. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: . Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PF01C Location: West of Rte. 29, adjacent to perennial stream 42. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) WETLAND D - PFO1C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/10Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PFO1C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'l 2"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction - 150m (492'). Total channel length lost to construction impacts - 133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream #3: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28' 12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction- 310m (1017'). Listed by NC as perennial stream #1. (Sheet 301) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 28'7"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream #2: Width .061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. • Tributary to Dan River @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). 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Q I Pt W-Owu DELTA • W-V SERI. T • 286.781 L • 569565 R •2100000 PC 550.15.169 Pr 555 85034 v 100 tm.D E Z= y I ,y ?• f,• V )J ? i1 /1?ff? 1 ? Ij ffr I i?c 1( fl ? ?I ?i ? 31D£?i,?= II fl I ?? \ G N Sae Steer 29 6058-071-E15-C504 99-4170-15 December 7,1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VAC5- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT 1 00016 8 DWQ ID: CORPS ACTION Elk PA MENT Rrct? 6 NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14 TION NOTIFICATION APPLICATION PRE-CONSTRUCTION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Virginia Department of Transportation, Chatham Residency attn• R L. Hamilton, RE 2. MAILING ADDRESS: PO Box 309 SUBDIVISION NAME CITY: Chatham STATE: Virginia ZIP CODE: 24531 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Proposed interchange is located at the existing Business VA Route 29/VA Rte. 265 (29) interchange south of Danville on the Virmma/North Carolina state line. 3. TELEPHONE NUMBER: (HOME) (WORK) (804) 432-7214 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: R. L. Hamilton, Resident Engineer, (804) 432-7214 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Caswell - NEAREST TOWN: Reidsville, 15 miles south of state line. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Construct highway interchange with North Carolina impacts beginning on Route 29 at the Virginia/North Carolina state line and extending approximately 0.76 kilometers (0.47 mile) south into Caswell County. The project also involves the extension of Green Tree Road (SR 1354) to connect with Sydenham Street (VA Route 11411 in Virginia 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries to the Dan River RIVER BASIN: Roanoke River Basin 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO X IF YES, EXPLAIN: _ _ _ . . (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):. _ . _ _ (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ?-NO X IF YES, DESCRIBE ANTICIPATED WORK:.. _ _ . 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 18.6 hectares (46 acres) (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.26 hectares (0.64 acre) 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.26 hectares (0.64 acre) EXCAVATION: _ _ . _ _ FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE RVIPACTED: 0.26 hectares (0.64 acre) (b) (1) STREAM CHANNEL TO BE RvIPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 598m -1961 FT AFTER: Channel remaining after loss to Storm Water Management Basins and culverts. 110m - 363 FT WIDTH BEFORE (based on normal high water contours): Variable FT AVERAGE DEPTH BEFORE: Variable FT AFTER: Variable FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: X - SWM Basins OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Hiehwav interchange to be constructed at the Virginia/North Carolina state line (Caswell County, NC) in coniunction with the construction of a southwest bypass of the City of Danville. Va., originating at Route 58 west of Danville and terminating at Route 29 at the Virginia/North Carolina state line. Equipment will involve heavy trucks, dozers, graders, back hoes, front end loaders, and cranes. 13. PURPOSE OF PROPOSED WORK: Public Transportation 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND MIPACTS) ; The proposed interchange will tie into the existing Rte. 29/Rte. 265 interchange. Therefore, the opportunity to adjust highway alignment to avoid the wetland impacts is limited. The 0.637 acre of wetland impacts is divided among five sites. We are reporting this quantity of impacts as a worse case scenario as there is the potential to reduce impacts at sites A, B, and C by up to 25% based on careful construction practices by the construction contractor. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: October 9, 1998 (Response date) - see SEA 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 10, 1998 (NC State Clearinghouse close-out). See SEA 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES X NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES X NO IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) 1F DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Variable (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? ..... SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTI-1/7ITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT / PR DRAW OWNER'S/AGVQT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). DEPARTMENT OF TRANSPORTATION P. O. BOX 11649 LYNCHBURG, VIRGINIA 24506 CHARLES D. NOTTINGHAM W. T. RAMEY, P.E. COMMISSIONER December 13, 1999 DISTRICT ADMINISTRATOR SUBJECT: NATIONWIDE PERMIT 14 PCN APPLICATION TO CONSTRUCT A PORTION OF THE US 29/VA ROUTE 581US 265 INTERCHANGE IN CASWELL COUNTY, NORTH CAROLINA. TIP Project No. M-329 Attached is the application packet for the subject project. The NCDOT proposes to reimburse the Commonwealth Transportation Board (CTB), an agent for the Commonwealth of Virginia, for the partial construction of a portion of the proposed US 58 Danville Bypass (also referred to as Route 58 Danville Bypass) at the existing US 29NA 265 interchange south of Danville. The proposed Bypass will be constructed by the Virginia Department of Transportation (VDOT) from existing US 58 west of Danville in Pittsylvania County, Virginia, to US 29NA 265 south of Danville. A portion of the project extends approximately 0.76 kilometers (0.47 mile) south along US29 into Caswell County from the North Carolina/Virginia state line. The work within the state of North Carolina involves partial construction of the interchange that will connect the proposed Bypass with US 29NA 265. Sydenham Street (VA Route 1141) in Virginia will be extended on new location and connected to Green Tree Road (SR 1354 west of existing US 29NA 265 interchange). The analysis of alternatives and the environmental impacts are discussed in a State Environmental Assessment and Finding Of No Significant Impact signed, February 26, 1999. Figures 1&2 reflect the general project area. ENVIRONMENTAL IMPACTS Jurisdictional Wetlands: The project will impact five wetlands and five surface waters. Wetland delineation was conducted by NCDOT biologists using the criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. A VDOT Environmental Engineer has also visited the wetland sites, and provided cursory delineation. Each of the wetland impact sites is small, 0.074 ha (0.184 acre) or less. Therefore, they were not field verified by the United States Army Corps of Engineers (USACE). Also, they were not classified according to the North Carolina Natural Heritage Program Natural Community Classification (Schafale and Weakley, 1990) nor was the Division of Water Quality (DWQ) rating system applied to the sites. Each wetland site was classified according to the United States Fish and Wildlife Service wetland classification (Cowardin, 1979) system. Each of the five-wetland impact sites was classified as PFOIC, Palustrine Forested Broad-leaved Deciduous Seasonally Flooded. Summary 1 shows information relative to location, site description, and impacts for each site. Plan sheets 301, 30J, and 31D reflect the location of each of the wetland impact sites. TRANSPORTATION FOR THE 21 ST CENTURY A total of 0.258 hectare (0.637 acre) of wetlands were delineated within the project right of way. Wetland sites D & E will be entirely lost to construction fill; however, approximately 20% of sites A, B & C are outside of the proposed fill. Installation of erosion and siltation controls according to project plans and close attention to maintenance of these controls will reduce wetland impacts by about 0.04 hectare (0.1 acre). Jurisdictional Surface Waters: Impacts to jurisdictional surface waters occur at five streams as a result of culvert construction, storm water management basin construction, and installation of rip rap at culvert inlets and outlets. Summary 2 shows information relative to stream morphology, location of impact and length of impact. Plan sheets 30I, 30J, and 31D reflect the location of each of the surface water impacts. Approximately 487 linear meters (1597 ft) of perennial stream will be lost to construction impacts, and approximately 86 linear meters (125 ft) of intermittent stream will be lost. Since this project was presented at the April 1999 NCDOT Agency Coordination Meeting, plans have been revised to preserve approximately 113 linear meters (370 ft) of natural channel that otherwise would have been lost to construction impacts. Threatened and Endangered Species: As of January 15, 1999, the US Fish and Wildlife Service does not list any federally protected species for Caswell County. In addition, a review of the North Carolina Natural Heritage Program (NCNHP) database on November 9, 1998 indicated that there are no known occurrences of any federally protected species within the project study area. Therefore, this project will not impact any federally protected species. There are two Federal Species of Concern listed for Caswell County. They are: Isoetes virginica - Virginia quillwort Lotus helleri - Heller's trefoil Surveys for these species were not conducted during the NCDOT biologists site visit. A review of the NCNHP database of the rare species and unique habitats on November 9, 1998 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. A Biological Conclusion of No Effect has been reached for all species. Cultural Resources: There are no historic or architectural resource properties listed in the National Register located in the area of potential effect. There is little likelihood of significant archaeological sites in the project area as much of the proposed new interchange will be constructed on land already disturbed by land alteration associated with the existing roadway and interchange ramps. There is one small tributary stream located in the western section of the planned interchange, but it is unlikely that significant archaeological remains will be located in this upland terrain. There are no sites on the National Register of Historic Places within the project area; therefore, no further archaeological investigation was done. Mitigation - Wetlands: There are no wetland sites where impacts exceed 1/3 of an acre, exceed 200 linear feet, and the total impacts are less than 1 acre. Therefore, no wetland mitigation is proposed for this project. This action is also consistent with comments received at the April 1999 NCDOT Agency Coordination Meeting. Mitigation - Surface Waters: The project will cause the loss of approximately 487 linear meters (1597 ft) of perennial steam channel, and 86 linear meters (125 ft) of intermittent stream channel. Total channel losses at perennial stream No.2 are 144 feet (44 meters). Since impacts at this location are less than 150 feet (45.7 meters), mitigation is not proposed. The Virginia Department of Transportation proposes to mitigate 1453 linear feet (443 meters) of perennial stream impacts by payment into the North Carolina Wetland Restoration Program (WRP) as administered by the NCDENR-DWQ. The USACOE, Wilmington District has indicated that a 2:1 mitigation will be required. Therefore, payment into the WRP will be 1453 x $250 = $363,250. By mutual agreement, the USACOE, Norfolk District has taken the lead in processing the application for a Department of the Army permit under Section 404 of the Clean Water Act. The permit application was coordinated at the VDOT Inter-Agency Coordination Meeting on December 7,1999. Comments from the coordinating agencies are included in this application as Attachment 1. We are requesting a 401 General Water Quality Certification from the NC Division of Water Quality. Questions and requests for additional information should be directed to Mr. John R. McClain, Environmental Engineer, at (804) 856-8288, FAX (804) 947-2544, and email at mcclain_jr@vdot.state.va.us. - - - awaa Gate, I • Pelham P 9 86 i Ifire C A • Jasv.1 5 le Vtcevvd 2MAesrile At ? • ? ?alkms `_? I a F ro'E R,Oi j r ?i?`??5 'S'B +'?yq \? ICI `? . ? lt.• -- „ ??i i=560_`:= .• i c\l ?`\` ` 'u/?w?? t l .? - ?'• llll/?( ; ?I/ /;???,.? ® 131'1 r.?,-?- ? 'I ? •rt ?' \ er ro eat-?'` 7/?• 620 Whitfield ` r --w Route 58 Bypass ed ' ''? • • ?. c (p o !?!-!lta r POs /f: / T A3iLIA'Jll C0- ?? '1 !/' / / /I!/ .ii •j % '% LL C L.L • _ • / • , : • _ mil, _ '1 ooo. , ? ' Gol Course ( ` ?\ ••? '? ? ?. "? • \• 71 ? `r d l •al. N ho G?GQ ` 54p VVV I of I -1h, 40.1 kS\ Route 265/Route 29 Bypass "?eX?s eso,: M (? \ .(- 'VIRGINIA ° 66 IM NORTH CAROLINA ,.., 17 f\ ? J ?. ?v . ? I? ? ?,? ? ?nve-h •, ,\ . , , ??? Win,; ?',? ' ?, r j ?' S\ \\ .' I tali-. l u s :Shelt l 1?i? ??r \\T"ea / ; \ I 1 r r ? 666 \ \ ' •`J \ \ \SI \ of t `i( Project Area V?$ ( \ \ r,-?l % I l` \ 166 \ ° ?. 600 ) )(\ ` ?4 v/?'? \! ov 1353^ j 1358?? ?_` ° \ (? ?? ? ?• ?? ? ? r?i• ,% Jim.. ..., ;, ?--. ' USGS Quad Map: Danville, N.C. 16t_ (CV Nr NORTH CAROLINA DEPARTMENT OF TRANSPORTATION _ DIVISION OF HIGHWAYS p 'r °. •'? ° (° F PLANNING AND ENVIRONMENTAL r , no,, • ?? /% i BRANCH 17 - j, US 29 INTERCHANGE WITH THE PROPOSED ROUTE 58 BYPASS ?\ 6 ^,? (DANVILLE BYPASS) •=?1 „fLEGEND: CASWELL COUNTY ? , ? ?- ¦ ? ? ? ¦ Proposed Route 58 Bypass TIP PROJECT NO. M-329 Ali (Danville Bypass) 0 METERS e?0 FIG. 1 0 FEET 2,000 'L t T ?, -t, '? 'yam ? ? ' i i ,?•••-?i? coo t:t fey, ILA!_ P ¦ i. R tF ? ? . la 70 rf ti ?"'•?,?'-'y !"`a?;? --%, ? Name: DANVILLE Location: 036° 32' 29.8" N 079° 28' 03.3" W Date: 12/13/99 Caption: Rte. 58 SW Danville Bypass Wetland -Surface Water Scale: 1 inch equals 1000 feet Impact Sites opyng ape Inc. Rte. 58 - SW Danville Bypass - C504 Summary of Wetland Impacts North Carolina Portions of Project Only WETLAND A - PFO1C Location: West of Rte. 29, adjacent to perennial stream 92. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, and soft rush. Impact: 0.033ha (0.08 acre) WETLAND B - PF01C Location: West of Rte. 29, adjacent to perennial stream #2. Soils: 10YR4/2 from 04", 10YR5/6 from 4-9", and 10YR5/1 from 9-14" with mottles of 7.5YR6/8. Hydrologic Indicators: Saturated soils. Dominant Species: Tulip poplar, sweet gum, tag alder, red maple, panic grass, Japanese honeysuckle, Japanese grass, and soft rush. Impact: 0.074ha (0.184 acre) WETLAND C - PFO1C Location: West of Rte. 29, adjacent to perennial stream 92. Soils: 10YR3/3 from 0-3", 10YR3/2 from 3-9", and 10YR5/3 from 9-14" with mottles of 2.5Y6/3. Hydrologic Indicators: Saturated soils and shallow roots. Dominant Species: Tulip poplar, black willow, sweet gum, tag alder, red maple, panic grass, muscadine grape, Japanese honeysuckle, and Japanese grass. Impact: 0.093ha (0.23 acre) WETLAND D - PFO1C Location: West of Rte. 29, adjacent to perennial stream #1. Soils: 10YR4/3 from 0-11", Gley 6/10Y from 12-14" with 7.5YR5/6 mottles. Hydrologic Indicators: Saturated soils and drainage patterns. Dominant Species: Sycamore, red maple, sweet gum, Chinese privet, panic grass, Japanese grass, Japanese honeysuckle, blackberry, and chain fern. Impact: 0.056ha (0.138 acre) WETLAND E - PFO1C Location: Inside existing loop near intermittent stream #1. Soils: 10YR5/4 from 0-8" and 10YR5/1 from 8-14" Hydrologic Indicators: Saturated soils and standing water. Dominant Species: Black willow, sweet gum, sycamore, panic grass, Japanese grass. Impact: 0.002ha (0.005 acre) Summary 1 Rte. 58 - SW Danville Bypass - C504 Permits and Summary of Aquatic Impacts North Carolina Portions of Project Only • Tributary to Dan River @ Sta. 14+77 on Rte. 1141 (36 32'26"; 79 28'12"). NWP14, DA=43 acres (17.4ha). 1200mm (48") x 72m (236') culvert proposed with 2m (7') of rip rap at the culvert outlet. Total channel length before construction - 150m (492'). Total channel length lost to construction impacts -133m (436'). Listed by NC as perennial stream #3. (Sheet 301) Perennial Stream #3: Width 0.91-1.52m (3.0-5.0 ft.); Depth 5.05-15.2cm (2.0-6.0 in.); Substrate - silt & cobble; Flow - slow. Tributary to Dan River @ Sta. 13+34 on Ramp C also Rte. 1141, Ramp F, and Loop C (36 22'23"; 79 28'12"). NWP14, DA=58 acres (23.5ha). 1500mm (60") x 73m (294), 1500mm (60") x 50m (164'), and 1500mm (60") x 27m (89') proposed culverts with a total of 15m (49') of rip rap at the culvert outlets. Total length of channel before construction - 404m (1325'). Total channel length lost to construction- 310m (1017'). Listed by NC as perennial stream #1. (Sheet 301) Perennial Stream # 1: Width 1.22-1.83m (4.0-6.0 ft.); Depth 12.7-17.8cm (5-7 in.); Substrate - silt & cobble; Flow - slow. Tributary to Dan River @ Sta. 11+70 on Rte. 1141 (36 32'17"; 79 287"). NWP14, DA=67 acres (27ha) with approximately half of the drainage area in a quarry. 1500mm (60") x 40m (131') extension of existing pipe with 4m (13') of rip rap at the culvert outlet. Total channel length before construction and lost to construction - 44m (144'). Listed by NC as perennial stream #2. (Sheet 30j) Perennial Stream #2: Width .061-1.22m (2.0-4.0 ft.); Depth 7.62-15.2cm (3-6 in.); Substrate - silt; Flow-slow. Tributary to Dan River @ Sta. 557=14 on Rte. 29 and on Loops C & D (36 32'25"; 79 28'1"). NWP14, DA=28 acres (llha). 1200mm (48") x167m (548') culvert proposed with 115m (377') of culvert as replacement for existing culvert. Listed by NC as intermittent. Summary 2 ACUTE "CONSr.C RAMP 'CCONST.8 Pl 1257736 Pr &OS885 Pl 11.735518 DELTA • 79•N•43A"LT DELTA • 904r29-VRr DELTA • 676 4UVRr r 2K0UO3 r • 07" T • 17598 L • 40UW L • 99-W L • 3N748 R . 29C1L>!JD R 108500 R • .7OO= PC ADVAN PC N'87" PC JD•OOQOD Pr N•J8731 Pr J6.67J68 PT 13.14748 v • 60 JWe v • 50 "Vb v • 90 tn?A E 6= E 8= E • 8= S . ?EEt 3p J??? ? UME ??pn i5•d° '. \\\ J?c? ? ' \\\ • \\ N \ a 049 \ O \\ \ _ ARL PASS/ YB ADAMS. SA W \\ ? \ \\ 9Ja,PG 9s AAVREW aADAYS _ \ Pa a \\\ \ SWM FAC/UTY •301-1 B095 \ \\ 1301.1 C?ooNe4 \ ? (?l_26'W ZOD'1 _ T$?r'10'E 2i rdlan LI 58ra E\365Jr1 \ \ \ O1rA'E 1. c, 0 STMEA % ? W \ \ N?'` c V \ \ HERBERT L AND BONNIE W. DS1+5 PC. MAi.PG. oa ? ? t HERBERT L--A, AND 60NN/E DB.14&PG./4! MA-1V R6 g erg t5yg? a v ?e A1/lS. ET n\ C Da Pens \YS,KL 95 1? ?' SBTp'E ' O s 3 of Bra (prop*", urd liARJrETT QJft!'rAY R D8, n6,P0. 176 3 AG a? w0 ai a 6 Qt LO HERBERT L m1wom N AND BONNIE W. ARRWON $i v' aa/4&PG/49 `? MA-14p :/J6 bCa.W. rCM.u.ti? .+r .. OR TO REGMATRON AC CONTROL OF TRAFFIC MAY K SUBJECT TO CwwOE AS OEEK0 NECESSARY BY THE DEPARTMENT 6058-071-05. Rw-201. ? 3 4A 58 i99 . C-504 09/14/99 jw22/99 RAMP rcavsr.4 P/ 91646M P) 1341887 \\ DELTA • 962527.72'Rr DELTA • 9525'27-7ZRT a T . 95J08 T 95 W ?? \? W L • 14JD48 L • 14318 ?\ ? %n l ? R • 85nw R • BSOQO \ r? GtYE PC /0.69.5J/ PC l2•IZS79 \ 057 % Sy?cE,?17 p`, PT /212379 PT /3.55628 ` \\ \ \, ' PRANCES UONTAGUE i 'I0 1.5 DWI Fr / ?crv1P E n F n \ \ \ ma pa95 J ADR // Sync ?V \ \\ % ? o-`5 / ,1 I 1 • \ \ i Prhy O Sr• m \ , \y i ? N ? ,? 144 EFfw D?-ADO 7\\AL$ W Da537.PG.23 C \ 1, x DB.5d7. ? YB.IaPC,.95 ? a_f W'? ? 1 • I \ I S1?' I \? \\ ? ? • PG. 7 ?? (N8526'w 1200'1 (N8526'W Z00') M NA $T \ R I \ 1 NE (S86'3 ?? ?? 200') ?. 1488'46'22 60.413 m 40 E 116931 g (S8535'4(7E 106.92) a @ I ' ? \ \ (?g15' ' 11 ( ( 4Z) r I e I ?? ?? e i I 1 /n . \ 1 I \ Ix Inv it. \ ?? \ g O I $ ?? Ire a P. E. LOFT \ \ \ AND DORIS M. 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LOFTS ?_ _?? dlan tp ?_ Io.PG.781 RIW A\ I Spa \ Garage \\ I m ? \\ ?` ? ? 1 Dra1n Fleld \ 'rte _ =: --_ \ ,. \ • ? ?y \ \ 1. ?a Tala? O 1 ( O \\ $ `? ??? \\ l I oy ;? g \ R9B Qa v? n6 MAT C?tER E CAROLINA ` \\ \\ 1 ? I \ ,? l?etl Qnd ? ? ? 14 .? .N/O e` ,y 0. 0q3 ho-- 0.2,3 He Data Pa 162 m1 S y°ros? ,• 094 AG ? nvlnrl3 \ ?\la{ We+l and old 16a& { o rN? ? • .0r1y hcL - 0.184 Ac \ \ DONALD c.1Fa a 1500-1 AND iucLE rcs 14.? r ?? o \ ^ \ i { t Da144.PG.116 20 i. AGL c \ I { I ? 0.033 ha - 0$ rac N PER NIRL ?-c,• ? SIRE ? \ ? \ ? ? z \ I `? fl I , 059 \ I N i ? I P. E. LOFTIS AND \\ I \ /? Note Per ufirny owRer.cnue xre and pedestal DORIS Y. LOFTI$ \ I I I \ \ I _ \ Is acrrve. Second Cable In pod r5 cut and not DalaPG.781 \ 0-1 In use. unable to o0oln signal on cur 8 AG \ ?? \ I .7 0.0 a ?I 00, Na DONALD FOUTS t `;•,? AND LLAGLLE B. FOUTS ?,?? • 6023'4rW 18.7911 I irarr 17 D&144 P /16 I I? I Ira ff Y4 A- ®•• Sh e eT 30J- - Le . + /?????},^ ?? YATCH UNf ?"f XW p1 i0 RECtLAiION AfQ CONTR0. OF TRAFFIC MAY 8E SUBJECT TO CwwOE AS DEE?EO jwZrl0w `4rCgECESSART BY TK DEPARTMENT &# ?7a rvw E 'v.QY i !?i r ROUTE 29 SALCONST. Q r l; 1 ?I ' r C P/ 552.65265 DELTA •14'50' SERT. 34 JM 1 v T • 2 L • 466409 Gy R • wf3000 F PC 55o 3a.951 PT 554.5059 ?' ' ?1I I r• Pr !r ( Hare !d ?l! 1 V ? ?r I ti f I in Place D! RIM IM L46 A Cl nvInM nv *4159 0 0 Ma 6058-071-EI5. #-201. I3C C•504 ROUTE 29 maL.covsr. B P/ 55Jd952 DELTA • MW SERI. T • 2ffx.W L • 569565 R •2200000 PC 550./1+69 PT 55-5r85.034 v Rao tm/n E 27ox , I it iP !r ; l'' t n ` ? „ r i ?'•• P Plc, it of 1 ! ' 1 I / ; ff ?i% R,m rrsao m /IV 9Z It 1 1 1 I / ,? I / it, 11 Inv In 06&92 I, yy- Irw ad n6ae f / 1 i r I / J r /? / Rift, a 07-65 ' I r I ! / I l /l 0.61 l111 175.21 Inv as 174.30 Mixed 1 I rl ? /' / ? r / / 9 ? I /r • ,? // ? i ? 052 / O NORMAN JEFFERSON WAUGH. JR. ET ALS r 1 I `qtr ?, r D9602 P.755 WS21 403 wa m P.332 `I jl l l • / I r 1 ? / ?? mixed T. I , ? y a %l r•? %• /T it i r{ I N; G ,I - ?? r ? ?l { I? 1 ? ? 1i Ij ri 1 l ?, 1 ? li rl l ?,??ql ? i r I I 1+ , ? r 3??;? 7 I r' r t; , Ali j r ?i t j j I!..' i I I i l I p -, J!?frl i l i l I I i r II I I? ! it ,II I ? 1 i I f 1 1 YArCN UNE STAT qy 553.0 /Mall SHEET .toy RAMP 10' CONsr. >l P, 11.18.403 • / •/ DELTA • 45'5M.TRT T 118.403 L • 22+1736 R 280000 In PAWN PC '• lo-Q7D00 PT N•18.4aJ V 90 tel/A Di 3 E a= (' Rim 0954 4 Q46 m Conn N Inv in 0759 • Inv a$ 17m.3 &w mm •71-637 i. a 1 ? Rim 0489 l m NBL Sur. z i •• ROUTE 265 NBL •• i W A 726' -V ;N. • T • 62,67/ m ', PC /0 JJJ L • 125J64 m 5/ 3 p p 55 R • 959091 m P 0 7 1 o-62 I5a •• I - r ???? Mixed PT 50/•25J64 REFERENCES 1PROF1LES DETAILS & DRA/NAGc DESCR/PTION SHEETS ETCJ Dralnage Descrlptlons za Entrance Profiles 21 Romp 'C' Profile 3[ Romp 'F' Profile 30F.3L Route 1191 Profile 3( Route 29 N.BLProflle 31 Route 29 S.BLProflle 3 Ramp 'D' Protlle 31E. J Sheet 30luETK Scale ,.500 I Sheet 303 '??(?'n?- 0 10 m 20 m aj:j Ii 54738 PI 1497273 '517.Wr DELTA • 22.7.5WW 1199 T 35201 090 L • 69.571 x70 R ' je= •6+.939 PC 14.621129 r,62=9 Pr 15•JL560 50 kWh v 70 "Vh to= E &= OR i0 REOLLATION MO CCHTROL OF TRAFFIC NAY BE SL8JECT TO CNOMF AS OEEKO NECESSARY BY THE DVWTPCNT fRG1N1A STATE UNE - - H CAROLINA SLTgATE UNE vo•s}oa o TATER- ? a\jq 1 rAITE ? ZODW 3,o-a ; t?•?g??,p?? 0? 8c v \ IMM ? Ylxed 09 O FOirid ?+71 41ef ?c?d ?E T/eea 0. C0a ha- 0.005 J- iron i? Sheet 31D-R? )t NN{1 1 ?'Q3 { 1 1 1 1 aziasis;T 3 1 -W -504 t W \ I \ I \\ ? \ ?p ?f a.q ? / •stif? ?rp?, I Ix1i PYgp0,ir0 rr ? C ?, 1 Air JID43 ry 3ro-14 / I Pl r// i y m P I 310.12 ;? i ,'? 1 CY o-,? ITrr n / , ? ; j ? / / / rya i eel 1 E``% ? YI/ I i ' ,`I I 1 Il I ? l b 1 31x/5 RAMP •D•CONST. I / / PI 14.56761 • • / i DELTA • 51718 ALT r ,7•, ;i /? L 211475 i ?jr J1L},s s •' s? A i i l R 250DQ7 PC • /J•39 w Pr PS•58864 E aoox ? a ivcp m JE ERSONzWAUGH. JR. ET ALS / ZPC%40J l W829 P.332 REFERENCES !PROFILES DETAILS & DRAINAG DESCRIPTION SHEETS.ETCJ Dralra?0 Descriptions ZB SWAI Foclllfy •3/O-I Details 2K1,' Loop 'C- Profile 3, Route 29 NBLProfile 3OP.3 Route 29 S.BLPrcflle 3=3 Loop 'D' Profile . Romp 'D' Profile 31E.: 31D tEtwC SME 1:500 0 10 m 2o18amm 2-r/ l2- u ! tw?e moo ert? Electtlc Jerry Scwres CRY of DorwIlts City dr Daar/lle APPW=Non Parsr COWWV pmsyhwio Cary Sw/oe A adrfty Zammom Cly dr Doav#IS Sprint Ca ninQ fly C/d=u Co01als1a1 Clty d' Dam#1s Cv1 CaYa/s/an m0P r caw. t pt 035204 Pt #44639 DELTA • 2Z7'566r'RT DELTA • 9525.27-7ZRT T 35201 T 95" L • 4853/ L mWa R A800laaD R 85000 PC AM= PC JOIW3/ PT AD-69-U PT 12-12-79 v 70 Wh v 50 "Vh E a= E BOOR 41, / / P4 `?,77t J ?% ??fr/i /Ci cr,7/? W / 4%, lee CIP Sheef 31 - Le?? v?U1 ??o PI 12.62618 Pt DELTA • I-VW 78fRT DELTA T /W-M T L 197A751D L R 85Lt70 R PC AD-67,M PC PT 12161939 PT v 50 evn v ` I. E a= E A % i /STA5 '2T55C 'I I c,O ?SE 29 SAL MST, I v f P' 552-65265 • I?? (` DELTA • K50' -ERT. . o? T • 234-W L • 165DW R • 1800000 PC 550.30:)5/ PT 551.96.959 v A" kWh E JDOX LOOP •0.0 'T IN\ 7 . fly c / i ' • I` 1i I i I i I i I I ! i h 1•_ r ' OE 29 29 4 m I I 1 / mixed I ROUTE 29 NAL CONST. Q I P/ 553.0252 DELTA •11.50' .SERI. T • 286.781 L ' 50565 LEG EN R •22000170 PC 550.15,169 See Suet 29 PT 555.85031 v A00 rlein E 27OX / / i i 6058-071-E15-C504 99-4170-15 December 7,1999 INITIAL AGENCY COMMENTS: A. FEDERAL CORPS OF ENGINEERS: Need to check with Wilmington District to ascertain what coordination is needed. FISH AND WILDLIFE SERVICE: Will send comments. ENVIROMENTAL PROTECTION AGENCY: No comment - will get comment from Region 2. NATIONAL MARINE FISHERIES SERVICE: No comment given at the 12-99 meeting. UNITED STATES COAST GUARD: Not present. B. STATE DEPARTMENT OF ENVIRONMENTAL QUALITY: AIR: By letter dated December 3, 1999, the following comment was submitted by Jim Ponticello: Fugitive Dust and Emission Control (9 VAC5- 50-60 et seq.). WATER: No permit required. WASTE: Not present. DEPARTMENT OF CONSERVATION AND RECREATION: DPRR: Will send comments. DSWC: Will send comments. DNH: Will send comments. VIRGINIA INSTITUTE OF MARINE SCIENCE: Not present. STATE HEALTH DEPARTMENT: Not present. DEPARTMENT OF GAME AND INLAND FISHERIES: Will send comments. DEPARTMENT OF HISTORIC RESOURCES: Not present. MARINE RESOURCES COMMISSION: No comment given at the 12-99 meeting. C. VIRGINIA DEPARTMENT OF TRANSPORTATION RESPONSE: Project tentatively qualifies for Nationwide Permit 14 and a VMRC's VGP 1. ATTACHMENT 1 OO O N r' O ?p O d m A O l N C O Q W N S O ?p 0 O H H a ? o ? C O M d H n O 1M a < fi7 O O Q O ? a J CA O C O O ? M