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HomeMy WebLinkAbout20100671 Ver 1_401 Application_201008102000671 The Clark Group POST OFFICE BOX 10136 19, WILMINGTON, NC 28404-0136 AI T) EIS v?s? AUG 1 7 ZG'10 LETTER OF TRANSMITTAL "M TO: NC DWQ 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-16560 DATE: 8/16/10 PROJECT NO. 10129 ATTENTION : NC DWQ, Wetlands Unit RE: NW-12 Application FOR: Brunswick County Water System expansion within NCDOT ROW of NCH 211 WE ARE SENDING YOU X ATTACHED UNDER SEPARATE COVER OTHER (SPECIFY) SHIPPED VIA US MAIL THE FOLLOWING: NO. COPIES DATE DESCRIPTION 5 8/12/2010 Permit Package containing: Cover letter, NW -12 application and associated drawings, agency authorization, water quality general certificate, copy of Jurisdictional Determination, and copy of check to NCDENR THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW: X FOR APPROVAL - FOR YOUR USE - AS REQUESTED X FOR REVIEW/COMMENT REMARKS/COMMENTS: If you have any questions, please give us a call at 910-602-3900. Your help in this matter is greatly appreciated. Thanks, Don Quinn, The Clark Group COPY TO: FILE SIGNATURE: A )I^-- XV THE CLARK GROUP Geo Environmental Services Land1hydrographic Surveys SENT VIA: US MAIL Forestry Services August 12, 2010 Ms. Christine Wicker Regulatory Specialist US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403-1343 AUG 1 7 2010 ANDS SQAUTY TOR MTER WMC4 RE: NW-12 for expansion of the Brunswick County Water System within eastern NCDOT right of way of Hwy NC 211 from a point north of Clemmons Road (SR 1505) and continuing with the NC 211 right of way to the intersection with Midway Road (SR 1500). Clark Project No. 10129 Dear Ms. Wicker: The purpose of this letter is to notify you of the above referenced proposed utility project within the County of Brunswick which seeks to extend the existing water line parallel and adjacent to NC 211 within the eastern right of way from a point north of Clemmons Road (SR 1505) to its terminus at Midway Road (SR 1500). Please see the attached exhibit and NW-12 application for your review. The wetlands, as shown on the exhibit, were verified by the US Army Corps of Engineers on July 13, 2010. Based on our understanding as shown there will be no loss to the waters and wetlands within the project limits as noted and further described within the permit application. All steams, creeks and tributaries will be bored and sufficient clearance will be allowed below the stream bottom so as to prevent any impacts from occurring. All impacts from installation activities will be of a temporary nature and the areas will be returned to their original grade and contour, and will be stabilized by seeding with a native grass seed mix. The integrity of the adjacent wetlands will be protected from encroachment with sediment barriers in the form of silt fencing and other approved devices which will be installed prior to land disturbing activities. (See sedimentation and erosion control plan prepared by AECOM Inc.) If you should have any questions or need further information, please do not hesitate to call 910-602-3900. As always your help in this matter is greatly appreciated. Sincerely, cc?? Q"- ?- r-Y Gary Mitchell Senior Vice President The Clark Group CC: NC DWQ, 401 Wetlands Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 w/ attachments (5 copies) AECOM, 701 Corporate Center Drive, Suite 475, Raleigh, NC 27607 Attention: Larry Mitchell File Corporate: 5000 Blue Clay Road Castle Hayne, NC 28429 - Post Office Box 10136 Wilmington, NC 28404 (910) 602-3900 Office - (910) 602-3975 Facsimile www.clarkwopp.us 2 0 1 0 0 6 7 1 0F W A TE9OG O? w o < Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ?X Section 404 Permit ? Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ?X Yes N No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ?X Yes ? No For the record only for Corps Permit: ? Yes NX 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 NX No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. Z Yes ? No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes NX No 2. Project Information 2a. Name of project: FY 2010 Water Distribution System Improvements 2b. County: Brunswick 2c. Nearest municipality / town: Midway 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: NA 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. NA 3c. Responsible Party (for LLC if applicable): Brunswick County Public Utilities (Jerry Pierce) 3d. Street address: PO Box 249 3e. City, state, zip: Bolivia, NC 28422 3f. Telephone no.: (910) 253-2657 3g. Fax no.: (910) 253-4304 ?CIjU 3h. Email address: Jpierce@brunsco.net OENR-WAS tw'n "VU"I L" "TER WAWH Page 1 of 10 PCN Form - Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ?X Other, specify: Director Public Utilities 4b. Name: Jerry Pierce 4c. Business name (if applicable): Brunswick County Public Utilities 4d. Street address: PO Box 249 4e. City, state, zip: Bolivia, NC 28422 4f. Telephone no.: (910) 253-2657 4g. Fax no.: (910) 253-4304 4h. Email address: Jpierce@brunsco.net 5. Agent/Consultant Information (if applicable) 5a. Name: Gary Mitchell Senior Vice President 5b. Business name (if applicable): The Clark Group 5c. Street address: 5000 Blue Clay Road 5d. City, state, zip: Castle Hayne, NC 28429 5e. Telephone no.: (910) 602-3900 5f. Fax no.: (910) 602-3975 5g. Email address: GMitchell@ClarkGroup.US Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): D.O.T. eastern right of way Clemmons Rd/Midway Rd 1 b. Site coordinates (in decimal degrees): Latitude: 33.980394 Longitude: 78.166228 1 c. Property size: 14.38 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Mill Creek 2b. Water Quality Classification of nearest receiving water: C; Sw, HQW 2c. River basin: Lumber River Basin 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: Sites existing conditions include everything within the NC DOTS right of way. It's a completely mowed area containing typical herbaceous plants, sedges, and grass with a few shrubs intermittently spread through the reach of the tract. And routinely maintained. 3b. List the total estimated acreage of all existing wetlands on the property: 2.92 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 24 3d. Explain the purpose of the proposed project: Installation of a public water main to provide safe and clean drinking water to the citizens of Brunswick County. 3e. Describe the overall project in detail, including the type of equipment to be used: Various construction equipment to include but not limited to back hoes, track hoes, small dozers, various sized dump trucks, safety apparatus', trench box if necessary, signage, and personnel. Waterline will be installed minimum of 3' below natural contour of surface with the exception of the interface with tributaries, where at such locations waterline will be installed by horizontal directional drilling, which will employ the uses of subterranean drilling casing machinery. 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? ? Yes El No El Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ? Preliminary ?X Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Brent Ashley Agency/Consultant Company: The Clark Group Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. July 13, 2010 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. 6. Future Project Plans 6a. Is this a phased project? ? Yes ?X No 6b. If yes, explain. Page 3 of 10 PCN Form - Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): D.O.T. eastern right of way Clemmons Rd/Midway Rd 1b. Site coordinates (in decimal degrees): Latitude: 33.980394 Longitude: 78.166228 1 c. Property size: 14.38 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Mill Creek 2b. Water Quality Classification of nearest receiving water: C; Sw, HQW 2c. River basin: Lumber River Basin 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: Sites existing conditions include everything within the NC DOT's right of way. It's a completely mowed area containing typical herbaceous plants, sedges, and grass with a few shrubs intermittently spread through the reach of the tract. And routinely maintained. 3b. List the total estimated acreage of all existing wetlands on the property: 2.92 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 24 3d. Explain the purpose of the proposed project: Installation of a public water main to provide safe and clean drinking water to the citizens of Brunswick County. 3e. Describe the overall project in detail, including the type of equipment to be used: Various construction equip. to include but not limited to back hoes, track hoes, small dozers, various sized dump trucks, safety apparatus', trench box if 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? ?X Yes ? No ? Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ? Preliminary ?X Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Brent Ashley Agency/Consultant Company: The Clark Group Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. July 13, 2010 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ? Yes X? No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ? Yes ?X No 6b. If yes, explain. Page 3 of 10 PCN Form - Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ?X 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. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 T Utility Line Installation Pocosin No Corps 0.0001 W2 T Utility Line Installation Pocosin No Corps 0.004 W3 T Utility Line Installation Pocosin No Corps 0.002 W4 T Utility Line Installation Pocosin No Corps 0.04 W5 T Utility Line Installation Pocosin No Corps 0.001 W6 T Utility Line Installation Pocosin No Corps 0.002 2g. Total Wetland Impacts: 0.9993 2h. Comments: See attachment 1A for remainder of impact information. All impacts will be temporary 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g• Impact length (linear feet) S1 Choose one S2 Choose one S3 Choose one S4 Choose one S5 Choose one S6 Choose one 3h. Total stream and tributary impacts 3i. Comments: All streams will be crossed using directional bore. There will be no impacts to streams. Page 4 of 10 PCN Form - Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individual) list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose 02 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ? Neuse ? Tar-Pamlico ? Catawba ? Randleman ? Other: 6b. Buffer Impact number - Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet 6g. Zone 2 impact (square feet B1 Yes/No B2 Yes/No B3 Yes/No B4 Yes/No B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. All impacts will be temporary in nature through the minimal extent practicable. All areas of disturbances in waters and wetlands will be returned to original grades and contours and seeded with the appropriate native grasses. No permanent impacts to waters or wetlands are anticipated from this project. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All streams , creeks, and tributaries will be bored and sufficient clearance will be allowed below stream bottom so as to prevent any impacts from incurring. All adjacent wetlands will be protected from encroachment with sediment barriers in the form of silt fencing and other approved devices which will be installed prior to land disturbing activities. 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 ?X 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: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Makin 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: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. All impacts from installation activities will be temporary. Disturbed areas will be returned to original grade and seeded with a native grass seed mix. Page 6 of 10 PCN Form - Version 1.4 January 2009 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 ?X 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 7of10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ?X 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. Site does not lie within one of the NC Riparian Buffer designated areas. ? Yes ?X No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0% 2b. Does this project require a Stormwater Management Plan? ? Yes ?X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: All i mpacts are temporary, there is no above ground development, and a sedimentation and erosion control plan is in place. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? NA 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Brunswick County ? Phase II ? NSW 3b. Which of the following locally-implemented stormwater management programs ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: General Permit 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ?X 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 ?X Other: General Permit 4b. Has the approved Stormwater Management Plan with proof of approval been ?X Yes ? No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ?X Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ?X Yes ? No Page 8 of 10 PCN Form - Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/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 ?X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. 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 ?X 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 Z 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. No permits were issued or required for past installation and all impacts within this project are temporary. There are no permanent losses to wetlands or waters, thus no cumulative impacts will occur or are anticipated. 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. No waste water will be generated. Page 9 of 10 PCN Form - Version 1.4 January 2009 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 ?X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ?X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Project will be placed in previously cleared and graded right of way of NC HWY 211. Impacts will be limited to the right of way and subsequent power line easement. A review of Natural Heritage Program Elements Occurence of did not reveal any known populations of federally listed plants or animals. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ?X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The South Atlantic Fishery Management Council Habitat and Ecosystem IMS. 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 ?X 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? All activities are occurring in preexisting right of way and power line easements. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ?X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Mapping Program 07-20-2010 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 d CL A W W W W W W W W j w N N N N N N N N N N- -+ ---- - - O aD v O (D O v O (11 A W N O fG Oo ?1 O (T A W N O (D OD ?1 Q? 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A v A A A A V A V A A A A A A A A A A A A A O 7 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O D O O IV O O O O O O O O O O O O C O O O C O O C O O C O O O O O O O O O W (T W OD O O N O N (D O 0 0 0 0 0 0 O O O O 0 O O O 0 W O N O A fT O O W O O O V O D) W O f7 O O O O O O O O O O O O OWO O O an n n n O O C1 0) n n n n A O O N n O 0A O O W A O O n n O n n n Q O Q O 0 Q O 0 Q 0 O A 0 O Q O 3 m rr HE CLARKGRoup (ic't )-I:p NJt UIUlIc'1I fi1? .SC/'Y1Cc'S Lsrrc!/Nt'clrrr?izyJlric .S'urvc.yc rolvstry .Soviet's AGENCY AUTHORIZA"rION I, Jerry Pierce, Brunswick County Director of Public Utilities, hereby authorize Gary Mitchell or his assigns of The Clark Group to act as my agent in any and all transactions, communications and interactions, as deemed necessary, with all federal and state regulatory agencies regarding the property located adjacent to and within the eastet-n NCDOT right of way of Highway NC 211 and beginning at a point north of Clemmons Road (SR 1505) and continuing with said Highway 211 right of way to the intersection of Midway Road (SR 1500) and lying within the project area for expansion of the Brunswick County Water System. Signed: Date: (0 -'V - Il Corporate: 5000 Blue Clay Road Castle Hayne, NC 28429. Post Office Box 10136 Wilmington, NC 28404 (910) 602-3900 Office - (910) 602-3975 Facsimile wv vw,clarkgroup.Lis Water Quality Certification N°. 3819 GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 12 (UTILITY LINE ACTIVITIES) AND 47 (PIPELINE SAFETY PROGRAM DESIGNATED TIME SENSITIVE INSPECTIONS AND REPAIRS). AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) Water Quality Certification Number 3819 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 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A (B) (12) and Nationwide Permit No. 47 of the Corps of Engineers regulations including any fill activity for utility line backfill and bedding, and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B.0200. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Permanent impacts to any wetlands and/or waters, including streams, under this General Certification requires application to, and approval from, the Division of Water Quality (the "Division"). Temporary impacts covered by this General Certification do not require written approval from the Division as long as they comply with the Conditions listed below. Written approval is required if the maintenance corridor is greater than 15 feet wide. Gas pipelines may have a maintenance corridor wider than fifteen feet if mitigation is provided for these additional wetland fills. If any of these Conditions cannot be met, or if the activities are associated with, or in response to a Notice of Violation or an enforcement action initiated by the Division of Water Quality or the Division of Land Resources, then written approval from the Division is required to use this Certification. Activities that are located within river basins with Riparian Area Protection Rules (Buffer Rules) require written approval unless listed in the Table of Uses as "EXEMPT". In accordance with North Carolina General Statute Section 143-215.3D(e), any requirement for written approval for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the two fees. Conditions of Certification: 1. No Impacts Beyond Thresholds that Qualify for this Certification No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the thresholds established for use of this Certification, including incidental impacts. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 2. Standard Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices: Water Quality Certification No. 3819 Water Quality Certification No. 3819 a. Design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. Reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. d. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNA's), Trout Jr), SA, WS-I, WS-II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sediment and erosion control requirements contained within Design Standards in Sensitive Watersheds (15A NCAC 04B.0124) supercede all other sediment and erosion control requirements. 3. No Sediment and Erosion Control Measures in Wetlands or Waters Sediment and erosion control measures should not be placed in wetlands or waters without approval by the Division.. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. All sediment and erosion control devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources or locally delegated program has released the project. 4. Construction Stormwater Permit NCG010000 Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES General stormwater permit (NCG010000) administered by the Division is automatically issued to the project. This General Permit allows stormwater to be discharged during land disturbing construction activities as stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction projects that disturb one (1) or more acres], full compliance with permit conditions including the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required. A copy of this permit and monitoring report forms may be found at http://h2o.enr.state.nc.us/su/Forms Documents.htm. 5. Construction Moratoriums and Coordination All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) to protect trout, anadromous fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be implemented. Work within the twenty-five (25) designated trout counties or identified state or federal endangered or threatened species habitat shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. Water Quality Certification No. 3819 Water Quality Certification No. 3819 6. Work in the Dry All work in or adjacent to stream waters shall be conducted in a dry work area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. 7. Riparian Area Protection (Buffer) Rule Activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not), within the Neuse, Tar-Pamlico, Catawba, Randleman, and Jordan (or any other basin with buffer rules), shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233-0259-0250-0243, and .0267, and shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. All buffer rule requirements, including diffuse flow requirements, must be met. 8. Water Supply Watershed Buffers The 30-foot wide vegetative buffer (low-density development) or the 100-foot wide (high- density development) must be maintained adjacent to all perennial waters except for allowances as provided in the Water Supply Watershed Protection Rules [15A NCAC 2B .0212 through .0215]. 9. Any rip rap required for normal pipe burial and stabilization shall be buried such that the original stream elevation is restored and maintained. 10. Compensatory Mitigation In accordance with 15A NCAC 2H .0506 (h), compensatory mitigation may be required for losses of 150 linear feet or more of streams and/or one (1) acre or more of wetlands. For linear, public transportation projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation. Compensatory stream mitigation shall be required at a 1:1 ratio for all perennial and intermittent stream impacts. Buffer mitigation may be required for any project with Buffer Rules in effect at the time of application for buffer impacts resulting from activities classified as "Allowable with Mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and stream mitigation requirements shall be made by the Division for any application for this Certification. Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington District Stream Mitigation Guidelines (April 2003), or its subsequent updates. Compensatory mitigation plans shall be submitted for written Division approval as required in those protocols. Alternatively, the Division will accept payment into an in-lieu fee program or credit purchase from a mitigation bank. Finally, the mitigation plan must be implemented and/or constructed before any permanent building or structure on site is occupied. In the case of public road projects, the mitigation plan must be implemented before the road is opened to the public. Proof of payment to an in-lieu fee program or mitigation bank must be provided to the Division to satisfy this requirement. Water Quality Certification No. 3819 Water Quality Certification No. 3819 11. For all activities requiring re-alignment of streams, a stream relocation plan must be included for written Division approval. Relocated stream designs should include the same dimensions, patterns and profiles as the existing channel (or a stable reference reach if the existing channel is unstable), to the maximum extent practical. The new channel should be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 30-foot wide wooded and an adjacent 20-foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir fiber and seedling establishment is allowable. Rip-rap, A-Jacks, concrete, gabions or other hard structures may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage. Please note that if the stream relocation is conducted as a stream restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003 Stream Mitigation Guidelines (or its subsequent updates), the restored length can be used as compensatory mitigation for the impacts resulting from the relocation. 12. For sewer lines, the edge of the construction corridor shall not be installed parallel to and closer than 10 feet from top of bank to a stream except for the following classifications; 50 feet to waters classified as WS (except WS-IV or WS-V), B, SA, ORW, HQW, or SIB from normal high water (or tide elevation) and wetlands; or 100 feet to private or public water supply sources or waters classified as WS-I waters or Class I or Class II impounded reservoirs used as a source of drinking water in accordance with 15A NCAC 02T.0305(f). Utility lines shall not cross a stream channel at other than a near-perpendicular direction (i.e., stream channel crossings shall not be at an angle of less than 75 degrees or more than 105 degrees to the stream bank). 13. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000 USGS topographic map or NRCS (SCS) County Soil Survey as permanent or intermittent shall be installed either a) with no joints connected within the footprint of a stream channel or within two (2) feet of the stream banks in the case of plastic or PVC pipes or b) with properly bedded and supported ductile iron. Otherwise, written approval from DWQ is required. 14. If concrete is used during the construction, then a dry work area should be maintained to prevent direct contact prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic life/fish kills. 15. Herbicides can be applied in wetlands or other waters only when applied by a certified applicator, and in strict accordance with product labeling. 16. Placement of rip-rap shall be restricted to the stream bottom and banks directly impacted by the placement of the utility line. Rip-rap shall only be used below the normal high water level. The stream berm must be restored to the original contour after construction. Placement of rip-rap or other materials shall not result in de-stabilization of the stream bed or banks upstream or downstream of the crossing. 17. Annual native species suitable for wet locations shall be planted and established within jurisdictional wetlands for soil and erosion control. Non-native perennials such as fescue are prohibited. 18. A one-time application of fertilizer to re-establish vegetation is allowed, but is restricted to no closer than 10 feet (3 meters) from top of bank of streams. Any fertilizer application must comply with all other Federal, State and Local regulations. Water Quality Certification No. 3819 Water Quality Certification No. 3819 19. The construction corridor (including access roads and stockpiling of materials) is limited to 40 feet (12.2 meters) in width in wetlands and across stream channels and must be minimized to the maximum extent practicable. 20. Permanent, maintained access corridors shall be restricted to the minimum width practicable and shall not exceed 15 feet in width except at manhole locations. A 15-foot by 15-foot perpendicular vehicle turnaround must be spaced at least 500 feet (152.4 meters) apart. 21. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the wetland for buried utility lines. Anti-seep collars may be constructed with class B concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and perpendicular wetland crossings that are open cut and less than 150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall have a specific infiltration of 1 X 10- 5 cm/sec or less. A section and plan view diagram is attached for the anti-seep collars. The following specifications shall apply to class B concrete: a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0 b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5 c) Maximum water-cement ratio gallons per sack 6.8 d) Slump range 2" to 4" e) Minimum strength - 28 day psi 2,500 22. The applicant shall have a specific plan for restoring wetland contours. Any excess material will be removed to a high ground disposal area. 23. If an environmental document is required under NEPA or SEPA, then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. 24. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted to determine if Coastal Stormwater Regulations will be required. . 25. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State or local approvals. 26. When written authorization is required for use of this certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return the certificate of completion attached to the approval. One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail Service Center, Raleigh, NC, 27699-1650. 27. This General Certification shall expire three (3) years from the date of issuance of the written approval letter or on the same day as the expiration date of the corresponding Nationwide Permit 12 or Nationwide Permit 47. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. If the construction process for approved activities will overlap the expiration and renewal date of the corresponding 404 Permit and the Corps allows for continued use of the 404 Permit, then the General Certification shall also remain in effect without requiring re-application and re-approval to use this Certification for the specific impacts already approved. Water Quality Certification No. 3819 Water Quality Certification No. 3819 28. The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then the Division may reevaluate and modify this General Water Quality Certification. Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in revocation of this General Certification for the project and may also result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for individual certification for any project in this category of activity, if it is determined that the project is likely to have a significant adverse effect upon water quality including state or federally listed endangered or threatened aquatic species or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Effective date: March 19, 2010 DIVISION OF WATER QUALITY By Coleen H. Sullins Director History Note: Water Quality General Certification (WQC) Number 3819 issued on March 19, 2010 replaces WQC Number 3699 issued on November 1, 2007, WQC Number 3625 issued on March 19, 2007, WQC Number 3374 issued on March 18, 2002, WQC Number 3288 issued on June 1, 2000, WQC Number 3101 issued on February 11, 1997, WQC Number 3022 issued on September 6, 1995 and WQC Number 2664 issued on January 21, 1992. This General Certification is rescinded when the Corps of Engineers reauthorizes Nationwide 12 or when deemed appropriate by the Director of the Division of Water Quality. Water Quality Certification No. 3819 2a?a oo?? G7 rri P9 wy O r ? O oa ri ? z °O o -tj rjj OC y ~ ?So a rZD ? zn? Fhb rn ? z ti o? C') o o ? :rj b C a p o O ?,n y y ? O ?cn?\1 m W O a v 00 p C/) Z y co Q `° N 2 R U:?`nia p o Z Qj ;zj o0 ?m z °z ?a s m? L o . C ( ryi o I?iy ? ? Ra o h j _ N -ri Jur ., ~ , ry _ ? ?I ? Z cn k ??_?RI N3 ?YO ?? -Ga ? 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O? o rr, co C a o 2 2 r a i A Lo c N 0 0 ? mr r -10 cc ?r n O me ? M ti n O Z Cl) a "i o c 0 n z k ?o rN a_ o Z o ? c., H- = a Z N D ° ?r L XXXX 3ON33 131S w 2 0 2 N rn a N H= a a r?Tl a r.D r'n a T a m a 0 m r EDGE OF PAVEMENT a r- 0 O ? O 0 n Z z 0 a 0 EDGE OF PAVEMENT U.S. ARMY CORPS OF ENGINEERS 6 ? 1 WILMINGTON DISTRICT Action Id. SAW-2010-01150 County: Brunswick U.S.G.S. Quad: Lockwoods Folly NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: Public Utilities, Brunswick County Agent: The Clark Group Attn: Jerry Pierce attn: Brent Ashley Address: P.O. Box 249 Post Office Box 1013 Bolivia, NC 28422 Wilmington NC, 28404 Telephone No.: (910) 253-2657 (910) 602-3900 Property description: Size (acres) =4 Nearest Town Midway Nearest Waterway Lockwoods Folly River River Basin Cape Fear River USGS HUC 03040207 Coordinates N 34.9779 W -78.1563 Location description The project area is located along NC Hwy 211 between Clemmons Road and Midway Road in Midway Township, Brunswick County, North Carolina. Indicate Which of the Followinst Apply: A. Preliminary Determination Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. Approved Determination There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. The waters of the U.S. including wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on 8/13/2010. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC at (910) 796-7215 to determine their requirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Christy Wicker at 910-251-4637. C. Basis For Determination The site exhibits wetland criteria as defined in the 1987 wetland delineation manual which is abutting an unnamed tributary to Mill Pond, a tributary of the Lockwoods Folly River, a Section 10 Navigable Water. This determination is based on a site visit conducted by Christy Wicker and Emily Hughes on 7/13/2010. D. Remarks E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn: Ms. Christy Wicker, Regulatory Specialist, Wilmington Regulatory Field Office 69 Darlington Ave Wilmington, North Carolina 28403 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by October 13, 2010. **It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence.** r -? Corps Regulatory Official: 2r" l? Date 8/13/2010 Expiration Date 8/13/2015 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://reizulatory.usacesurvey.com/ to complete the survey online. Copy Furnish: 4oa N-e-S et enhuis, NCDENR-DWQ, 127 Cardinal Drive, Wilmington, NC 28405 s a \/ W r- W) a CL a ?- ?`Q PO O O N o - 1 OPO 0? ~,` 3 v ,? Woo i -1 ? 1h? ,' 'I f ; (32 ( W a P \ ui .` J ?' p LLJ `J g cvi> zo w y o y\ ?- ?? X LLJ z \ ! -LLJ S: o ? p Ny tin 7- - LL: i4j i U, ZpWQM i `? M NE??P mcn? I ON Q Vj \\ W 4i O I Z W (r) Q ? 0 < Q ? -- 1 f In Q 10 O Q v1?Qp? I v : i QCr-toQ3? W WO 3 a Q i -!iW O I W aO W Oh?WTe 1 --- ? ~ /' a W o ti OF=W 4 vj - ------------ I ;f O ? Z Q Q T % ti J; I ( LLJ Q O J 09 db'N W ? l (7180 ON -- ---------- l j- i--...-- ^ LLI - - - I t aF iS? `T 1? ?/ g\ r ' ?j 'KkJ L i J- -S W a ° h/ T' (n Z rya= ?J? 1 yri ` p " C c q) to `??45 O N 1 \ 1 / \ cv v,o a? o o v o Cj yam,. C "'`?" p1 E CJL q 76 OC q) ::Z -0 Q q) W N O C ) O O C -'O n W. C) U Zvi q) o0°t?I + C??. U O? 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