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HomeMy WebLinkAbout20091122 Ver 1_Application_20091021a STATE OF NORTH CAROLINA "`?2vN s ?R_ qI Oy N- DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR October 16, 2009 Mr. Andy Williams US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 (Two Copies) Ms. Amy Euliss NC DENR Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 (One Color Copy) ® ZY LYNDO TIPPETT SECRETARY Subject: Alamance County, Replacement of undersized culverts at three sites on Mountain Trail Rd Project Number # 40852 (non-TIP) To Whom It May Concern: The North Carolina Department of Transportation (NCDOT) proposes replacement of undersized culverts at three sites on Mountain Trail Road (SR 1909) in Alamance County in order to improve traffic safety. This activity will result in impacts to unnamed tributaries of Cane Creek. In an effort to obtain the necessary permits for the subject culvert replacements, we are providing a pre- construction notification application with supporting documentation. We believe this project can be permitted under the Nationwide Permit Numberl4. This application is intended as a request for formal written authorization from the USCOE for NWP 14. This application is also intended as a request to the NC Division of Water Quality for the appropriate General Water Quality Certificates. The following information is being provided to satisfy conditions of General Water Quality Certification. P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (3361334-3192 Fax No. (3361334-3637 PROJECT INFORMATION Road Name SR Number Project Length Classification miles Mountain Trail SR 1909 N/A Rural Road DWQ Water Quality % Impervious River Basin: ID Designation Surface Cape Fear (Cane 16-28 C; NSW N/A Creek) Buffer Rulesa Jordan Lake Watershed No Request Exemption Protected Species Mapped Historic CAMA Essential Fishery Present Properties AEC Habitat No No No No PIPE REPLACEMENT INFORMATION (SITE A) Site N/A Stream Type Intermittent (Station) Existing Pie (1) 33'X 24" RCP Replace 1 52' X 30" RCP Construction Dewatering utilizing a pump Dewatering ABC Aggregate Dams Method around if necessary Device* with filter cloth Burial Depth At least 20 % of pipe diameter E/C Plan foot Date Construction As soon as practicable Duration Two to four weeks Date Impacts ft.) 19 ft-enclosure; A rox 20 If- temporary sandbags and rock silt dam Special See Construction Sequence Conditions Restoration Within 15 working days of the pipe replacement the natural stream contours Plan will be restored and seeded. Temporary silt screens will be cleaned and removed following vegetation establishment. RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C = Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed. PIPE REPLACEMENT INFORMATION (SITE B) P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. 13361 334-3192 Fax No. (336) 334-3637 Site N/A Stream Type Intermittent Station Existing Pie 1 34'X 30" RCP Replace 1 52' X 36" RCP Construction Dewatering utilizing a pump Dewatering ABC Aggregate Dams Method around if necessary Device* with filter cloth Burial Depth At least 20 % of pipe diameter E/C Plan Date Construction As soon as practicable Duration Two to four weeks Date Impacts ft. 18 ft-enclosure; 20 If-tem ora sandbags and rock silt dam Special See Construction Sequence Conditions Restoration Within 15 working days of the pipe replacement the natural stream contours Plan will be restored and seeded. Temporary silt screens will be cleaned and removed followin vegetation establishment. RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C = Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed. PIPE REPLACEMENT INFORMATION (SITE C) Site N/A Stream Type Intermittent (Station) Existing Pie 33' X 24" RCP Replace 52'X 36" RCP Construction Pump around with offsite detour Dewatering ABC Aggregate Dams Method Device* with filter cloth Burial Depth At least 20 % of pipe diameter E/C Plan Date Construction As soon as practicable Duration Two to four weeks Date Impacts ft. 19 ft-enclosure; 20 If-tem porary sandbags and rock silt dam Special See Construction Sequence Conditions Restoration Within 15 working days of the pipe replacement the natural stream contours Plan will be restored and seeded. Temporary silt screens will be cleaned and removed following vegetation establishment. RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C = Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed. MINIMIZATION INFORMATION P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (336) 334-3192 Fax No. 1336) 334-3637 Impacts will be minimized by strict enforcement of Best Management Practices for the protection of surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters of the US, and coordination (including a pre-construction meeting) with the Division Environmental Officer. MITIGATION INFORMATION Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not occur in a unique natural wetland. APPLICATION INFORMATION Enclosed please find the Pre-construction Notification Form and supporting documentation for the above referenced project. If you have any questions or heed any additional information, please contact Jerry Parker at (336) 256-2063. Your time and effort are appreciated. Sincerely, Mr. J.M. Mills, P.E. Division Engineer, Division 7 Enclosures CC: NC DWQ,Wetlands/401 Unit, Raleigh, NC (six copies) Barry Harrington, NCDOT Chuck Edwards, NCDOT Nannette Fogleman, NCDOT Jerry Parker, NCDOT P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (3361334-3192 Fax No. 1336) 334-3637 OF WATF9 o?/ ^?oc ( q o ? Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN Form A. Applicant Information 1. Processing la. Type(s) of approval sought from the Corps: ® Section 404 Permit ? Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ? Yes ? No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional Genera! Permit ? 401 Water Quality Certification - Express ® Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ® No For the record only for Corps Permit: El Yes ? No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ? Yes ®No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ®No 2. Project Information 2a. Name of project: Mountain Trail Road (SR 1909) 2b. County: Alamance 2c. Nearest municipality /town: Burlington 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: WBS # 40852 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page I of 10 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: J.M. Mills 4c. Business name (if applicable): Division Engineer NCDOT 4d. Street address: 1584 Yanceyville Street 4e. City, state, zip: Greensboro, NC 27415-4996 4f. Telephone no.: 336 334 3192 4g. Fax no., 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Jerry Parker 5b. Business name (if applicable): Division Environmental Supervisor 5c. Street address: 1584 Yanceyville Street 5d. City, state, zip: Greensboro, NC 27415-4996 5e. Telephone no.: 336 256-2063 5f. Fax no.: 5g. Email address: Page 2 of 10 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: See topo map Longitude: - (DD.DDDODD) (-DD.DDDDDD) 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: UT to Cane Creek 2b. Water Quality Classification of nearest receiving water: C, NSW 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Three structurally deficient pipes that require replacing on a rural road 3b. List the total estimated acreage of all existing wetlands on the property: NA 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: There are three stream crossings and each covers 60 linear feet on the RIGHT OF WAY 3d. Explain the purpose of the proposed project: Replace deficient pipes to ensure traffic safety 3e. Describe the overall project in detail, including the type of equipment to be used: Project involves replacing a 33'X 34" pipe with a 52'X 30" pipe, a 34'X 30" pipe with a 52'X 36" pipe, and a 33'X 24" pipe with a 52'x 36" pipe. All BMP practices will be utilized. Construction sequence is attached 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: ? Yes ®No ? Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? ? Preliminary ? Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ® Yes ? No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. Permit expired prior to DOT performing the work. 6. Future Project Plans 6a. Is this a phased project? ? Yes ®No 6b. If yes, explain. Page 3 of 10 PCN Form - Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ? Wetlands ® Streams - tributaries ® Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number- Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary T ? Yes ? Corps W1 ? P ? T ? No ? DWQ ? Yes ? Corps W2 ? P ? T ? No ? DWQ ? Yes ? Corps W3 ? P ? T ? No ? DWQ ? Yes ? Corps W4 ? P ? T ? No ? DWQ ? Yes ? Corps W5 ? P ? T ? No ? DWQ ? Yes ? Corps W6 ? P ? T ? No ? DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 39 Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number- (PER) or (Corps-404,10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ? T Culvert UT to Cane Creek ? PER ® INT ? Corps ? DWQ 2 19 S2 ®P ? T Culvert UT to Cane Creek ? PER ® INT ? Corps ? DWQ 2 18 S3 ®P ? T Culvert UT to Cane Creek ®N R Corps ? DWQ 2 19 S4 ? P ®T Dewatering, if UT to Cane Creek ? PER ? INT ? Corps ? DWQ 2 20 necessary S5 ? P ®T Dewatering, if UT to Cane Creek ? PER ? INT ? Corps ? DWQ 2 20 necessary S6 ? P ®T Dewatering, if UT to Cane Creek ? PER ? INT ? Corps ? DWQ 2 20 necessary Less than 3h. Total stream and tributary impacts 40 ft per tributary 3i. Comments: Each stream is a different tributary to Cane Creek, therefore the mpacts were not calculated to be cumalative for one stream Page 4 of 10 PCN Form - Version 1.3 December 10, 2008 Version exemption of the Jordan Lake Buffer rules D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. mpacts will be minimized by utilization of Best Management Practices 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices including de-watering will be utilized during construction. Pre-construction meeting with Environmental Superevisor will take place prior to commencing construction 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 49. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Perrnittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form - Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes ®No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 PCN Form - Version 1.3 December 10, 2008 Version E. Stor mwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ®No Comments: Project is exempt 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? NA % 2b. Does this project require a Stormwater Management Plan? ? Yes ? No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ? Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ? Phase II ? NSW 3b. Which of the following locally-implemented stormwater management programs ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been J E Yes ? No attached? 4. DWQ Stormwater Program Review ? Coastal counties ? HQW 4a. Which of the following state-implemented stormwater management programs apply ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 8 of 10 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federaUstate/local) funds or the ® Yes ? No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ? Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ? Yes ? No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ®No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ® Yes ? No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ? No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 9 of 10 PCN Form - Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ®No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No impacts? El Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? US fish and Wildlife Web Service 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ? Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b . What data sources did you use to determine whether your site would impact historic or archeological resources? National Historic register Web Site 8. Flood Zone Designation (Corps Requirement) Be . Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No 8b . If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Information System J. M. Mllls October 16, 2009 Applicant/Agent's Printed Name Applicant/Agent's gn ure (Agent's signature is valid only if an authorization letter from the applicant Date is provided.) Page 10 of 10 PCN Form - Version 1.3 December 10, 2008 Version I -- Q .. O GORDON & MARGIE JUDD 916/645 hti 0 OR / i. / SQ?4 SITE A / i / / / Jr SITE B LARRY& S_HARONOSBORNE 14091983 TAIL DITCH f S f pro PD -_ - --- - - - - - - - - - - - -- ------------ :01 - I \ 9+8f I P£RAIANENT DRtN1AGE EASEMENT 19 DENNIS W. LINENS 1083/573 i i SITE C I i I i I ' TAIL DITCH i '0• f roposea SZ = 3G' QL`Y • •' ? 11 DA 57D ,Sf. 1 ULLOCGHBY & JANE 163717•! -------- ----------- --------L Construction Sequence and Erosion Control Plan for Replacement of Pipe with Pipe Using a Pump Around - Alamance County, Mountain Trail Road Work to begin as soon as practicable following authorization. Construction is anticipated to take 2 weeks. 1. Install a rock silt dam downstream of the work area to prevent incidental sediment loss. 2. Install ABC aggregate or a less intrusive dewatering device to allow dewatering of the work area. 3. Install pumps to divert flow around the work area. 4. Remove existing line pipe. 5. Excavate to sufficient depth to allow burial at a minimum depth of one foot or 20 % of the pipe diameter. 6. Backfill the new line of pipe and place rip rap only as needed. 7. Starting from the downstream end, remove the dewatering device and restore the natural stream contours. 8. Notify landscape department for final seeding. 9. Silt fences to be placed as site conditions require. 10. If necessary, a 10' X 15' dirt bag will be used to remove excess water in the hole where the new pipe is being replaced. 11. Site conditions and weather may alter these plans. 12. A method less intrusive than a pump around system may be utilized if site conditions allow. Al c ?G.. ?J-xr.??ra "rrr ! EX (43 "` Rfff HARD ,485 0 - GRAND ?•\\S'\ A?_ ?e 1TR). DR ..'" h4Nr / ?? .sae.. s OPK6 BLV ? P J _Y,,. ,? . 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Cy?'D^? ?0'd \°/?C z i up ??? 2 yP0?0' ti4 m. ?Q' _ SC S •'?^? \?? i yw0 F y 3 GRANITE m 00 G TR EO. a LAKE maces CLE E . \5 .tea .. . 4. RD LR q WAR ?!il - gmk RD 8 A° R o WOO CHAP y? gS FS u016 z 9?OJ .. .al_ 'c vCPO F, mIc a Copyright (C) 1997, Maptech, Inc SITE A Mountain Trail Road- View of outlet pipe from downstream side SITE A Mountain Trail Road -Downstream view from road SITE A Mountain Trail Rd- Upstream view from road SITE A Mountain Trail Rd- Inlet pipe view from upstream side SITE B Mountain Trail Rd-Downstream view from road SITE B Mountain Trail Rd- Outlet pipe view from downstream side SITE B Mountain Trail Rd -Upstream view from road SITE B Mountain Trail Rd- Inlet pipe view from upstream side SITE C Mountain Trail Rd -Downstream view from road SITE C Mountain Trail Rd- Outlet pipe view from downstream side SITE C Mountain Trail Rd- Upstream view from road SITE C Mountain Trail Rd- Inlet pipe view from upstream side j, I E ` .LOnknul,to+er N T A. (' M O. lJ. I N S'' % aem•, Tulle: , F K : I/ 1 I I I)? r tom/ m! (? 7 i , I V 8°W Jr Name: SNOW CAMP Date: 10/16/2009 Scale: 1 inch equals 2000 feet Location: 035' 56' 16.4" N 079° 25'26.5" W Caption. Mountain Trail Road Alamance County N r Copyright (C) 1