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HomeMy WebLinkAbout20072082 Ver 3_401 Application_20151215Gavel & Dorn Engineering, PLLC • December 16, 2015 NC DWQ, 401 /Wetlands Unit 1617 Mail Service Center Raleigh NC 27699-1617 Re: The Willows — University (Highway 29 Property/Arwen Vista Apartm Mecklenburg County DEC 2 1 2015 Reapplication for Section 404 Permit (Action ID# SAW -2007-01175- 0 To Whom It May Concern, On behalf of Mr. Dave Ransenberg of Gateway Communities, LLC, Gavel & Dom Engineering, PLLC (G&D) respectfully submitting the required application and paperwork for reissuing of necessary permits from the North Carolina Department of Water Quality (DWQ) for stream impacts related to construction of the Highway 29 Property/Arwen Vista Apartments (now known as The Willows - University). Gateway Communities is requesting reissuance of a 401 Water Quality Certification permit as allowed by General Certification 3705 for the stream impacts required to construct Phase 2 of the project. The Willows - University has previously been issued a 401 Water Quality Certification in 2008 (DWQ# 07-2082) and reissued in 2012 (DWQ# 07-2082 V2). The 401 Certification was originally issued to Mr. Dave Ransenberg of Gateway Communities, LLC on January 31, 2008 and then reissued on November 1, 2012. The permit issued at that time allowed for impacts of approximately 290 If of unnamed tributaries to Mallard Creek for the purpose of constructing three stream crossings to serve the 45 acre development. At the time of permit issuance, Mr. Ransenberg paid a mitigation fee for 290 linear feet of impacts to the North Carolina Ecosystem Enhancement (NCEEP) program in the amount of $71,050 as required per NC Section 401 Water Quality Certifications and Section 404 permits requirements (SAW -2007-01175-360). At the time that construction of the project began in 2008, the entire 45 acre project was intended to be built in one phase. But permitting requirements of the City of Charlotte necessitated the division of the project into two separate phases. Phase 2 was put on hold until these issues were worked out. By the time the permit issues had been addressed, the economic downturn had taken place and Gateway Communities was no longer able to obtain the necessary financing to complete phase 2. Since that time, the phase 2 property has remained untouched in a forested state. Phase 2 was reissued a permit in 2012, however, the project was postponed, and the 2012 permits have since expired. Gateway plans on proceeding with the project in the near future and requests that DWQ reissue the 401 Water Quality Certification at this time. The initial 401 Water Quality Certification issued by DWQ (DWQ# 07-2082) on January 31, 2008 and reissued on November 1, 2012 (DWQ# 07-2082 V2) permitted the impact of 290 linear December 16, 2015 Page 2 feet of stream. The total stream impacts were based on the three stream crossings required for the entire 45 acre project construction. The Phase 1 construction required only one 96 liner foot stream crossing to be completed. This crossing was completed while the original permit was in effect and was not an `after the fact'. impact. The remaining two crossings were not constructed but will be completed in phase 2. No changes in the location or length of crossings are proposed by the Phase 2 construction plans. Gateway desires to complete these crossings, which have already been mitigated, under the reissued permit. In addition to the mitigation payment, Gateway Communities phase 1 construction complied with all Section 404 and 401 water quality certification requirements including construction of (2) water quality BMP wet ponds to treat and detain stormwater from Phase 1. Phase 2 plans will comply with the same 404 and 401 permit requirements. Phase 2 will include construction of a wet pond BMP and san filter BMP as shown on the attached Stormwater Management plan. The City of Charlotte will be responsible for review of this stormwater management plan. Approval from the City of Charlotte has not been obtained at this time. Mr. Ransenberg requests that conditional approval be given until such time that approval is given. G&D has enclosed the following supplemental information to assist your Office in evaluation of the 401 Water Quality Certification request: • (5) Pre -construction Notification (PCN) Applications; • (1) $570.00 Check made payable to NC Division of Water Quality; • (5) Vicinity Map • (5) USGS Topographic Map of the property • (5) NRCS Soil Map of the property • (2) Stormwater Management Plan (Sheet SWM -1) Full Size; • (2) Culverts '0'& `M' Plan and Profile (Sheet C-23) Full Size; • (3) Stormwater Management Plan (Sheet SWM -1) (11x17); • (3) Culverts '0'& `M' Plan and Profile (Sheet C-23) (11x17); • (5) Copies of Expired Section 404 Permit (SAW -2007-01175-360); • (5) Copies of Expired Section 401 Water Quality Certification (DWQ #07-2082); • (5) Notice of Jurisdictional Determination (Action ID # 2007-1175); • (5) Copy of Expired Section 404 Permit (2012-01743); • (5) Copy of Expired Section 401 Water Quality Certification (DWQ#07-2082 V2); • (5) Copies of NCEEP Mitigation Payment Cancelled Check Receipt in the amount of $71,050; • (5) Copies of NCEEP website Mitigation Payment Program payment data; • (1) CD containing digital copies of all documents listed above. Dave Ransenberg as the property owner will be the applicant for the permit. Gavel & Dorn will not be acting as an official agent, but if there is anything I can provide further to help with the permit processing please feel free to contact me at telephone number (704) 919-1900 ext. 208. December 16, 2015 Sincerely, GAVEL & DORN ENGINEERING, PLLC Sean Mayo, P.E. Cc: Dave Ransenberg Page 3 o�ot wArF.q Office Use Only: CIOUorps a 'on ID no. Form on 1.4Janua � ;;m Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) o m t 2 ' 2015 A. 1. 4018BU FER 1?tSOURCE3 Applicant Information ERMRT k3 Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? © Yes ❑ No Id. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Nan -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le. Is this notification solely for the recordFor because written approval is not required? the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ Yes ❑X 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. ❑X Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ®No 2. Project Information 2a. Name of project: The Willows - University (Formerly Highway 29 Property/Arwen Vista Apartments) 2b. County: Mecklenburg 2c. Nearest municipality / town: Charlotte 2d. Subdivision name: The Willows - University 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Arwen Land LLC 3b. Deed Book and Page No. 28447-515 3c. Responsible Party (for LLC if applicable): Dave Ransenberg 3d. Street address: 6701 Carmel Road, Suite 118 3e. City, state, zip: Charlotte, INC 28226 3f. Telephone no.: 704-609-0682 3g. Fax no.: 704-752-8440 3h. Email address: dave@gatecomllc.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 02937174, 02937198 1 b. Site coordinates (in decimal degrees): ILatitude: 35.338 Longitude: -80.7136 1 c. Property size: 21.306 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT - Mallard Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin 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: 45 acre site. 25 acres Land Cover - 1 Heavily Developed or Disturbed, Land use 1.01.03.03 High-density Multi-family 20 acres - 411 Oak-Hickory and Oak-Chestnut Forests; Land Use - 6 Passive Use on Undisturbed Land 3b. List the total estimated acreage of all existing wetlands on the property: 0.62 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,770 LF 3d. Explain the purpose of the proposed project: Previously permitted 45 acre apartment project. Phase 1 has been constructed. The proposed stream impacts are required to construct roads to access remainder of site, Phase 2. 3e. Describe the overall project in detail, including the type of equipment to be used: Construction will require major earthwork, storm sewer, sanitary sewer, water road, and building construction. Stormwater BMP's will be constructed with standard erosion control measures utilized during construction. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / Comments: project (includingall prior phases)in the past? 4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑X Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): George Bucholz, REM, PWS Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Action ID 2007-1175 10/29/2007 Action ID 2012-01743 10/29/2012 5. Project History 5a. Have permits or certifications been requested or obtained for ❑X Yes ❑ No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. This is a reapplication for an expired permit. 404 permit verification was granted by ACOE on 1/8/2008. SAW-2007-01175-360.401 Water Quality certification issued on 1/31/2008 per DWQ#07-2082. The permits were then reissued again in 2012.404 permit verification on 10/29/2012. Action ID#2012-01743.401 Water Quality certification issued on 11/01/2012 per DWQ#07-2082 V2.290 LF of stream impacts were approved per the permits. Mitigation for the stream impacts was paid to NCEEP in the amount 6. Future Project Plans 6a. Is this a phased project? ❑X Yes ❑ No 6b. If yes, explain. The project was not originally intended to be phased, but due to economic issues, Phase 2 was not constructed. Future construction will complete development of the project. Phase 1 has been constructed and 96 LF of the proposed stream impacts have been completed. Phase 1 construction has included construction of two BMP facilities. Phase 2 is anticipated to be constructed in the second quarter of 2016. 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): ❑ 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 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No - 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. 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 P Culvert UT PER Corps 22 112 S2 P Culvert UT PER Corps 10 80 S3 P Culvert UT PER Corps 12 96 S4 - Choose one S5 - Choose one - S6 Choose one - 3h. Total stream and tributary impacts 288 3i. Comments: 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 indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose O2 - Choose one Choose 03 Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) 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 any 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 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. All measures have been taken. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All construction shall be per 401 Permit Additional Conditions. 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? ❑X Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑X 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 Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑X Yes 4b. Stream mitigation requested: 290 linear feet 4c. If using stream mitigation, stream temperature: warm 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: Payment of $71,050 made on 4/2/2008. Copy of canceled check attached. 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. 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 OX 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 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. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 38 2b. Does this project require a Stormwater Management Plan? 0 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: All runoff shall be treated to 85% TSS removal per DWQ and City of Charlotte requirements. Phase 1 construction included (2) stormwater wet pond BMP's. Phase 2 shall include construction of (2) additional stormwater BMP's to treat new impervious surfaces in Phase 2. The (2) BMP's shall include a stormwater wet pond and bioretention facility. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? City of Charlotte 0 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 ❑ 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): E] Session Law 2006-246 []Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ YesX❑ 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 1.4 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 ❑X 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)? 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, E] Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes ❑X 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 ❑X 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. Project is a privately funded residential multi -family project. Proposed roadways are local roads only and will not spur any additional development in the area. No cumulative impacts will occur as a result of the project. 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. All wastewater shall be collected and treated in Charlotte -Mecklenburg Utilities wastewater facilities. Page 9of10 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 13 Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act Eyes Q No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. NONE - Reviewed web page 5d. Mat data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USRNS NC Endangered and Threatened Species, NC Nature Heritage, & NC Wildlife Resources Commission web pages. A site within a 2 -mile radius is a habitat for Schweindz's Sunflower but is not located on the property. 8. Essential Fish Habitat (Corps Requirement) 8a. Will this project occur in or near an area designated as essential fish habitat? 13 Yes ® No tib. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic orPrehistodc 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 13 Yes ®No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. Mat data sources did you use to determine whether your site would impact historic or archeological resources? 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? 13 Yes ®No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? "i)f12,-)S-ISApplicanUAgent's Printed Name pli�=Uftjflt;t Signature Date (Agents signature is val5Q& if an authorization letter from the applicant isprovided.) Page 10 of 10 You created this PDF from an application that is not licensed to print to novaPDF printer (http:l.novapdfcom) VICINITY MAP NTS OWNER: GATEWAY COMMUNITIES, LLC 6701 CARMEL COMMONS BLVD. SUITE 118 CHARLOTTE, NORTH CAROLINA 28228 CONTACT: DAVE RANSENBERG PHONE: 704-609-0682 xxwacr W. GM020 UAI tVVAY UUMMUNI I ItA, LLG rnm THE WILLOWS - UNIVERSITY GavelDom Engineering, PLLC VACINITY MAP 6730 Freedom Ddve (HIGHWAY 29 PROPERTY/ARWEN Chadotte, NC 28205 NOT TO SCALEVISTA APARTMENTS) • 704-919-1900 DATE: 12-11-15 VICINITY MAP License No. P-0601 GS �O elf �aFQyG WEDNESBURIf BLVD v �P� i rV Am ARWEN VISTA G PHASE 2 0� = AIR N VISTA PHASE 1 , ti y} SpU\SB�RZ RO 'Z H �s s� SITE N. H 9 m z 0 J 5 Q a VICINITY MAP NTS OWNER: GATEWAY COMMUNITIES, LLC 6701 CARMEL COMMONS BLVD. SUITE 118 CHARLOTTE, NORTH CAROLINA 28228 CONTACT: DAVE RANSENBERG PHONE: 704-609-0682 xxwacr W. GM020 UAI tVVAY UUMMUNI I ItA, LLG rnm THE WILLOWS - UNIVERSITY GavelDom Engineering, PLLC VACINITY MAP 6730 Freedom Ddve (HIGHWAY 29 PROPERTY/ARWEN Chadotte, NC 28205 NOT TO SCALEVISTA APARTMENTS) • 704-919-1900 DATE: 12-11-15 VICINITY MAP License No. P-0601 ,9�,orc;C U.S. ARM`S CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. SAW -2007-01175-360 County: Mecklenburg USGS Quad: Harr_isbw•g GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent: Gateway Elomes, LLC, Att'n• Dave Ransenburg Address: 11121 Carmel Commons Blvd., Suite 350 Charlotte, NC 28226 Telephone No.: Size and location of property (water body, road name/number, town, etc.): Highvr'x" 29 Proyerty _located A;Qhwav 29 and I-85• in Mallard Creek Township Description of projects area and activity: Im act am) roximatel 290 LF of UT's -Mallard Creek for the purpose of constructing stream crossia¢s to serve a rment. esidential develop In LTION: Yadkin River Basin, Cataloging Unit 03040105. 1998. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: 29 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide euthor nation is modified, suspended or revoked. If, prior to the expiration date identified below, authorization a reissued es witmodified a l requir msents of the modified npermit ri ti will ationwide permit If the nationwidevalid until the expiration date permit below, provided it s or is with authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC: Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Steve Chapin at 828-271-7980. Corps Regulatory Official Steve Chpin Date: January 8,2008 Expiration Date of Verification: January 8, 2010 The Wihnington 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 attached customer Satisfaction Survey or visit ho://www.saw.usace.4Lmy.mil/WETLANDS/index.html to complete the survey online. Determination of Jurisdiction: A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action tinder the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area 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. C. ❑ There are waters of the US and/or wetlands within 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. D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued 10/29/07 . Action ID. 2007-01175 Basis of Jurisdictional Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation Manual and is adjacent to stream channels that exhibit indicators of ordinary high water marks. The stream channels on the property are unnamed tributaries to Mallard Creek which flow into Mallard Creek which flow into the Rocky River which flow into the Yadkin River and ultimately flows to the Atlantic Ocean through Mallard Creek>Rocky River>Yadkin River which is a Section 10 navigable -in -fact waterway at Belews Falls dam. Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A. above). Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional determination, yotL can make an administrative appeal under 33 CFR 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 Program Attn: Steve Chapin, Project Manager 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 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 Division 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 within 60 days from the Issue Date below. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence_** Mr. Qave Ransenberg 11121 Carmel Commons Slvd., Ste. 350 Charlotte, NC 28226 Subject: Hwy 29 Project Michael 1"1{aslcy, Governor William G. Ross h., Seerelary North Carolina Department of Cnviroltntcm.and Nntural Resources APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Ransefterg: Coleen ft. Sullins, Director Division of Water Q11911Ey January 31, 2008 DWQ# 07-2082 Mecklenburg County FEB - 1 2008 You have our approval, in accordance with the attached conditions and those listed below, to it pact 269' linear feet (ff) of unnamed stream to Mallard Creole in order to devetap the site in Mecklenburg County,'as dosoftod In your application received by the Division of Water Quality (M) on December' 14, 2007. After revi4wlty. your application, we have determined that this project is covered by Water Quelity General Certificat-lon, Number 3706, which can be viewed on our web site at httg "h4uncetaXetoulsltalRw�etia� w s,.. The Gerlier .1 Certification allows you to use Nationwide Pertnit Number 96 once it is issued to you by the U.S. Army Corps of engineers, Mass note that you should get any -other federal, state oT local permits ba€pre proceeding with your project, including these required by (but not tlrniied to) Sediment and 5roslon Control, Non-01scharge, and Water Supply Watershed regulations. T'ne above noted Certification- will expire when the associated 404 permit expires unless other --wise specified. in, the General Certification. This approval is only valid for the'purpose and design that you described irr your opplicatlon. if you ohangs your project, you must notify us in writing, stnd you may be required to send us anew application for anew certification. If the property is sold, the new owner must be given a Copy of the Certifloation and approval, letter; and. Is thereby responsible for complying withall conditions. r tri'addition to the requirements of the certification, you must also comply with the following conditions: 1:. The Mooresville Regional. Office shall. be notified in writing bryce construction at the approved impact areas hoe commenced. 2. Culverts planed In streamaAwatlohds, shalt be installed "in -the dry". Immedistely upon cornpletion of the iinstallation,.water flow shell be roturned to its natural course. Existing stream—dimenslons (including the cress section dimert~sl©'na, pattern, and longitudinal profile) must be maintained (or rastored via- consPueted benches) obese and below I:.ocations of each culvert. If any of the'exleting pipes are or becornte perched, tato apprbprtate stream grade shall be re-establishad or, if the pipes Installed in a perched manner, the. pipes shah be removed and re -Installed correctly.' 3. Mitigation must be provided for the proposed. impacts as specified in thetable below. We -understand -that you wish to snake a payment to the NO Seosystern enhancement Program (KEP) to meet this mitigation - requireman. t. This has been determined by the DWO to be. a suitable method to most the mitlip. 0 l requireenelnt. Until the ESP receives and clears your check (made payable to: 09M.--foosystom Enhancement Prograrh Office); no impacts Spec€fied. In this`.Authorization Certificate staall occur. Tile EEP should be contacted at (919) 733-6208. if you have any questions concerning payment into a rrestor llon ftand; 13� Caro tin North Carolina Division or Water (htallty 6101 est Conter Ave., Sult. 301 Moomvitlo, NC 281 LS . Pitoae (704) 663.1699 Customer Sarvico lnlemet: hoaterqu011y.org l AX (704) 663.6040 1,877.623.6748 An Equal oppadunlWAMWttve Action i#mployer— 5035 Racyclad'10% Post Consumer Paper You have 60 days from the date of this approval to make this payment. For account#ng purposes, this Authorization Certificate authorizes payment to the EEP to meet the following compensatory mitigation requirement: Use of native vegetation and other soft stream bank stabilization techniques must be used where praeticablOnatead Of. riprop or otherbank hardening methads. If riprsp is necessary, it shall. not be placed in. the streambed, unless approved by the DWQ. 5. Storm water discharge .structures at this site shall be constructed in a manner such that the potential receiving streams (of the discharge) will not be impacted'due to sediment accumulatlons, scouring or erosion of the-strearn banks. 6. A iinat, written storm wAter mana.ijement plan (including a stgned and notarized ©poration. and Maintenance Agreement). shall be submitted to the 404 �versight and-ExpOe" Parm Itting Unit (2321 Crabtree Blvd;, Suite 250, AaloiO, NC, 276©4y) within 60 days of the lssuandO of the 401 Water Quality Certification. The storm water m .nagernent plans shall be approved in writing py this Office (before the impacts spaglfied in this Cortif#eation oecur. You have the option of using, the. Dpross Review Progtam for expedited approval of these plans. if you propose to use the li xpress Review Pregr4m, romarnter to include the appropriate fee with the plan. The storm water management plan mirst inaWde construction plans, speclfioations, storm ulster BMP worksheets, and -supporting osiculations. The storm water best management practices are required to be appropriate for the surface water classiticAtiora and designed to remove ati loa st 0% TMaceord-149- td the most recent version of -the NC DIM Stomia water Bea. Management Practioes Manuel. These facilities must.be designed. to treat the runeff from the eatlre project, uritess othirwise explicitly approved by the Division of Water Qually. AIs i before any. ,o ment building. K occupled- at the subject. site, the facilities (as approved: ley this Qttioe) .00 bar censtruot t and opQiatioriei; and the storm water rnanagemenC plan (as approved by this Office) shalt Iseir�rtptertrierlted. The struoturalstorm, water practices as approved by this office as welt as drainage patterns must be maintained in perpetuity. No changes. to the structurat storm water practices shall be made without written authonzation from the Olvision- of- Woter Quality. 7. Ns waste, spoil, solids, or lgll of any kind shall occur in wetlands, waters, or riparlan ar*64 b"anflhe footprint of iter Impacts dep#oted• In the Preconstruction Notification application. All construstian activities assodated with this-proieet Shall meet, and/or exceed, those requirernants spectfed tip the maost -rezent version of the North Carolina Ssediment and Erosion Control Minuet and. shall be condpcted so that no vioistlons of state water quality standards, statutes, or rules occur. 8. Sediment and eroston. control me-aaures shall not be plae.ed In wetlands or waters to the maximum extent priotEcabte. If.P#acernerft of sediment and erosion control devices In wetlands a waters Is rtavatdable, they shall: be removed And tine natural grade restored within two months. of the date the Divi*n of Land Resources has refeased i pratt. . 9. Upon oamptetign of the project, the applicant shall complete and return the enclosed "Certifkaele of Completion° form to the 4011VUr$tlands Unit of the NC Division of Water Quality. Pltgase s*ad, photographs of the upstrearn and downstrerarn sides of each culvert site to document correct installation, aping with the Cartifioate of Completion form, 1©. Continuing Compliance. The applicant, (4ateway Homes, LLC; Dave Ransenberg) shall cohduct alt activities in a manner so. a3 riot to contravene any state water quality standard (IncluiMra any. requIraments Gompensatory Mitigation River acid Sub�basin Required NdrtylfAr ltrearn ' 8. Meet Yidkin 3040106 -. We(lantts�acrep 1!I/ater<s acres Use of native vegetation and other soft stream bank stabilization techniques must be used where praeticablOnatead Of. riprop or otherbank hardening methads. If riprsp is necessary, it shall. not be placed in. the streambed, unless approved by the DWQ. 5. Storm water discharge .structures at this site shall be constructed in a manner such that the potential receiving streams (of the discharge) will not be impacted'due to sediment accumulatlons, scouring or erosion of the-strearn banks. 6. A iinat, written storm wAter mana.ijement plan (including a stgned and notarized ©poration. and Maintenance Agreement). shall be submitted to the 404 �versight and-ExpOe" Parm Itting Unit (2321 Crabtree Blvd;, Suite 250, AaloiO, NC, 276©4y) within 60 days of the lssuandO of the 401 Water Quality Certification. The storm water m .nagernent plans shall be approved in writing py this Office (before the impacts spaglfied in this Cortif#eation oecur. You have the option of using, the. Dpross Review Progtam for expedited approval of these plans. if you propose to use the li xpress Review Pregr4m, romarnter to include the appropriate fee with the plan. The storm water management plan mirst inaWde construction plans, speclfioations, storm ulster BMP worksheets, and -supporting osiculations. The storm water best management practices are required to be appropriate for the surface water classiticAtiora and designed to remove ati loa st 0% TMaceord-149- td the most recent version of -the NC DIM Stomia water Bea. Management Practioes Manuel. These facilities must.be designed. to treat the runeff from the eatlre project, uritess othirwise explicitly approved by the Division of Water Qually. AIs i before any. ,o ment building. K occupled- at the subject. site, the facilities (as approved: ley this Qttioe) .00 bar censtruot t and opQiatioriei; and the storm water rnanagemenC plan (as approved by this Office) shalt Iseir�rtptertrierlted. The struoturalstorm, water practices as approved by this office as welt as drainage patterns must be maintained in perpetuity. No changes. to the structurat storm water practices shall be made without written authonzation from the Olvision- of- Woter Quality. 7. Ns waste, spoil, solids, or lgll of any kind shall occur in wetlands, waters, or riparlan ar*64 b"anflhe footprint of iter Impacts dep#oted• In the Preconstruction Notification application. All construstian activities assodated with this-proieet Shall meet, and/or exceed, those requirernants spectfed tip the maost -rezent version of the North Carolina Ssediment and Erosion Control Minuet and. shall be condpcted so that no vioistlons of state water quality standards, statutes, or rules occur. 8. Sediment and eroston. control me-aaures shall not be plae.ed In wetlands or waters to the maximum extent priotEcabte. If.P#acernerft of sediment and erosion control devices In wetlands a waters Is rtavatdable, they shall: be removed And tine natural grade restored within two months. of the date the Divi*n of Land Resources has refeased i pratt. . 9. Upon oamptetign of the project, the applicant shall complete and return the enclosed "Certifkaele of Completion° form to the 4011VUr$tlands Unit of the NC Division of Water Quality. Pltgase s*ad, photographs of the upstrearn and downstrerarn sides of each culvert site to document correct installation, aping with the Cartifioate of Completion form, 1©. Continuing Compliance. The applicant, (4ateway Homes, LLC; Dave Ransenberg) shall cohduct alt activities in a manner so. a3 riot to contravene any state water quality standard (IncluiMra any. requIraments for compliance with section 303(d) of the Clean Water Act) and any- other appropriate- requirements of state and. federal law. If DWQ determines that such standar4s or Paws are not being met (including the failure to sustain a designated or achieved use) or that state or federal law Is being violated, or that further conditions are nedessary to assure compliance, DWQ may reevaluate and modlfy this. certification to include conditions appropriate to assure compliance with such standards and requirements In acdordance with 15 A NCAE 21-11.0507(d). Before codifying the certification., DWQ shall notify the apipkant and the US Array Corps of Engineers, provide public notice in accordance with. I 5 NCA C. 2H'.D603, and provide opportunity for public hearing in accordance with 15A N -CAC 2•H.0504. Any new or revised conditions; shall be provided to the applicant In writing, shall be provided to the Llnitod States Army Corps -of engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall -also bee. ome - conditions of the 404 Permit for the project. 11 you do not accept any of the conditions ,of this certification, you may ask for an adjudicatory hearing. You- must act within 60 days of the date that you receive this letter. To ask for a hearing., send a written petition- that conforms to Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-5714. This pertification and its conditions are. final and -binding unless you ask for a hearing, This letter completes the review of the Division of Water Quality under Section 401 of the Clean -Water Act, If you have any questions, please telephone Mt. Alan Johnson in the Mooresville Regional Office at 7-04-663- 1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919=733--9721. Sincerely, for Coleen H. Sullins . Attachmen#: Certificate of Completion Form cc: Army Corps of Engineers, Asheville tan. McMillan, Wetlands Unit George ftchhola, John R McAdam Co., 2905 Meridlap Pkwy., Durham 27713 Centra{ biles Fite Copy Since 1979 1111131�`_ THE JOHN . McADAMS COMPANY, IN Research Triangle Park. NO Post Office Box 14005 Research Triangle Park, North Carolina 27709 2905 Meridian Parkway Durham, North Carolina 27713 800.733-5646 919.361-5000 919.361-2269 Fax Charlotte, NO 5311 Seventy-seven Center Drive, Suite 66 Charlotte, North Carolina 28217 800-733-5646 704-527-0800 704.527-2003 Fax www.johnrmcadams.com MEMORANDUM October 31, 2007 To: Dave Ransenberg — Gateway Homes, LLC ^ From: George Buchholz - JRM cid Cc: Keith Cooper — JRM Sean Mayo - JRM Re: U.S. Army Corps of Engineers — Jurisdictional Determination Highway 29 Property Mallard Creek Township, Mecklenburg, North Carolina GWH-06040 COrPs Attached is the Jurisdictional Determination letter from 7US, Arand the signed of Engineers (Action Id. 2007-1175; dated October 29, .- surveyedplat of the wetland/stream delineation dopot hes toeoofr the reference d property . If you have any questions, please 919-361-5000. Comprehensive Land Development Design Services Ale help our clients succeed. I -n U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 2007-1175 County: Mecklenburg U.S.G.S. Quad: Harrisburg NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: Gateway Homes, LLC Address: 11121 Carmel Commons Blvd. Suite 350 Charlotte, NC 28226 Telephone No.: Property description: Size (acres) 45.97 Nearest Waterway UT -Mallard Creek USGS HUC Location description Hwy 29/Parkway Regency Property Indicate Which of the Following Apply: A. Preliminary Determination Nearest Town Charlotte River Basin Yadkin Coordinates N 35.3388 W 80.7136 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 property 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 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 10/29/2007. 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. _ 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 Washington, NC, at (252) 946-6481 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 Steve Chapin at (828)271-7980 x224. C. Basis For Determination The site contains wetlands as determined by the USACE 1987 Wetland Delineation Manual and is adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channels on the .! tributaries toMallard Creek which Ultimately flow to the Atlantic Ocean through the Yadkin Pee are iinnalileu LL 1UULaliw � Pee Dee River system. D. Remarks E. 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:Steve Chapin, Project Manager, Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 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 12/29/07. **It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence.** Corps Regulatory Official: Date 10129/2007 Expiration Date 10/29/2012 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 attached customer Satisfaction Survey or visit hn://www saw usace army mil/WETLANDS/index.html to complete the survey online. NOTIFICA'rioN OFA NIINISTRA'rlvl,'' APPI; %L OP 1'10NS AND PROCESS ANI) ached is: INITIAL DENIAL PRELIMINARY LLC File Number: 2007-1175Date:10/29/07 See Section below ERMIT (Standard Permit or Letter of I A Permit or Letter of permission) B C nV'rPR T,TIN A TTf1N I D W SE Tf©N'I = The foltowing identi les Amur rights and options regarding u adr inistratite appeal of the above decision. Additional information may be found at htLt«���w usac�.arm3 miPtn_evlurctioris�c��/cecwu reg or' Cor s reaul�itiuns at.3 CPR Part 33]. __. - - -- — — ----"I— - 4: INITIAL PROFFERED PERDU m : 1 ou mal accept or object to the pennil. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section lI of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SFC [ 10N 11- REQUEST POR APPEAL or OB fECTI(AgO AN INITIAL PIt RFV PFKN41T REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the dcasion or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already- in the adrimistraricc record. If you have questions regarding this decision If you only hav�quc>uon, nyarding the ippcLi1puoces,)ou and/or the appeal process you may contact: may also contact: Mr. Mike Bell, Administrative Appeal Review Officer Steve Chapin CESAD-ET-CO-R USACE U.S. Army Corps of Engineers, South Atlantic Division 151 Patton Avenue, Room 208 60 Forsyth Street, Room 9M15 Asheville, NC 28801-5006 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to: District Engineer, Wilmington Regulatory Division, Attn:Steve Chapin, Project Manager, Asheville Regulatory Field Office, 151 Patton Avenue, Room 208, Asheville, North Carolina 28801-5006 For Permit denials and Proffered Permits send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell, Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia 30303-8801 Date: 10/29/07 ATTENTION PROPERTY OWNER New Guidance on Jurisdictional Determinations On June 5, 2007, the U.S. Army Corps of Engineers (COE) implemented a new method for performing jurisdictional determinations (JD) pursuant to the Clean Water Act (CWA). This new process is a result of the recent Supreme Court decisions (United States v. Rapanos and United States v. Carabe10 and now requires the COE to conduct extensive reviews when determining if certain waterbodies, including wetlands have a significant nexus (connection) to Traditional Navigable Waters. Since this Office has reviewed and verbally approved a jurisdictional determination for your property prior to June 5, 2007, we have finalized this JD using the previous process. However, if you, as the property owner, are interested in having your property evaluated under the new guidance or have any questions regarding this matter, please contact Steve Chapin at (828) 271-7980 x224. S. Kenneth Jolly Chief, Regulatory Division THE JOHN R McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Dave Ransenberg Date: March 20, 2007 Gateway Homes 11121 Carmel Commons Boulevard Suite 350 FEDERAL EXPRESS " Charlotte, North Carolina 28226 Re: Highway 29 Site Job No.: GWH-06040 I am sending you the following item(s): COPIES DATE NO. DESCRIPTION _ 1 Summary of Findings Letter dated March 20, 2007 1 USGS Quad 1 Soil Survey 1 and and Stream Exhibit These are transmitted as checked below: ❑ As requested ❑ For approval ❑ For review and comment D -A Copy to: ® For your use M Signed: Group FOR INTERNAL USE ONLY ❑ Copy Letter of Transmittal Only to File ® Copy Entire Document to File CIVIL ENGINEERING • LAND PLANNING • SURVEYING 5311 Seventy -Seven center Drive, Suite 66 Charlotte, North Carolina 28217 704-527-0800 (office) • 1 (800) 733-5646 9 704-527-2003 (fax) THE JOHN R. March 20, 2007 McADAMS COMPANY, INC. Mr. Dave Ransenberg Gateway Homes 11121 Carmel Commons Boulevard Suite 350 Charlotte, North Carolina 28226 Re: Wetland/Stream Delineation Summary of Findings Parkway Regency, LLC & Gateway Homes Highway 29 — Tryon Street Mallard Creek Township, Mecklenburg County, North Carolina GWH-06040 Dear Mr. Ransenberg: The John R. McAdams Company conducted a delineation for possible wetland and stream features located on the referenced property. The +47.6 - acre property is composed of two tracts of land (Tract 1 is +45.97 -acres; Tract 2 is +1.63 -acres) is located within the western section of Mecklenburg County approximately 0.10 -mile east of the intersection of Highway 29 and Interstate 485 within Mallard Creek Township, North Carolina. For the purposes of this letter, the +50 -acre Swift Creek Site is referred to as "subject property". The subject property is currently zoned as R-12MF (Multi -Family) by the City of Charlotte and is located at 11601 North Tryon Street. The subject property is bounded to the north and west by residential, to the east by residential and commercial, and to the south by Highway 29 (North Tryon Street). The objective was to flag jurisdictional waters of the U.S. as defined by the 1987 U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual and identify waters subject to the Mecklenburg County Surface Water Improvement and Management (SWIM) stream buffers. We are pleased to forward a summary letter and exhibits detailing our wetland and stream delineation. Research Triangle Park, NC! Summary of Findings: Post Office Box 14005 Research Triangle Park, A review of the U.S. Geological Survey "Harrisburg, NC" (see Exhibit A), the North Carolina 27709 ! U.S. Department of Agriculture Soil Survey of Mecklenburg County, NC (see 2905 Meridian Parkway ! Exhibit B; sheet 5), and floodplain mapping revealed two unnamed tributaries Durham, North Carolina 27713 800-733-5646 to Mallard Creek located within the subject property. There are no 100 -year 919-361-5000 floodplain and floodway zones mapped on the subject property. 919-361-2269 Fax An on-site inspection was initiated on February 20, 2007 with the intent of locating Charlotte, INCwetland and stream features on the subject property. A total of four unnamed 5311 Seventy -Seven Center Orive, tributaries that are tributaries to Mallard Creek and two wetland areas were Suite 66 ! identified. Table 1 below summarizes the identified stream and wetland features. Charlotte, North Carolina 28217 The attached Wetlands and Streams Exhibit depicts the approximate location and 800-733-5646 704-527-0800 j 704-527-2003 Fax � Comprehensive Land Development Design Services www.johnrmcadams.com i we lielp oiir clients succeed. Since 1979 THE JOHN IIL. WADAlVMS COMPANY, INC. Mr. Dave Ransenberg March 20, 2007 GWH-06040 Page 2 size prior to surveying the jurisdictional features. It is recommended that the jurisdictional features be verified by the USAGE, surveyed, and platted for an official jurisdictional determination. Xir_u—_.a V­+—.0 Table I. stream anu i:rrr. ...�.. "'..»i p x +,1 VV eL 411%A 1' c -�u= - - - - - �A'a - 0*41%904.44 it ... ..- a ;1W �flatz - -0 headwater to stream feature B; A 2,569 Perennial A 0'20 PF01a headwater to stream feature A; B 63 Intermittent B 0.10 PFOla Total C 477 Perennial Wetland 0.30 -acres Area Notes: D 661 Perennial PFO 1 a = Palustrine forested deciduous temporarily flooded Total Stream 37]_ Length Stream/Wetland Pelrmitting: A Nationwide Permit (NWP) can be utilized if the project is designed to impact less than 0.50 -acre of jurisdictional wetlands/waters of the U.S. including a maximum of 300 linear feet of important/mitigatable stream channel impact. A pre - construction notification to the USACE and DWQ will not be required for wetland impacts less than 0.10 -acre. Pre -construction notification and approval will be required for wetland impacts that exceed 0.10 -acre and/or any impacts to important/mitigatable streams. The processing time for a NWP pre -construction notification is 45 days with the USACE and 60 days for DWQ. All projects qualifying under a NWP are required to submit a report (post -construction notification) within 30 days of completing the construction activity describing and quantifying the impacts stating that the conditions of NWP have been adhered to. Cumulative impacts for a project over the specific NWP thresholds of 0.50 -acres of wetlands and/or 300 linear feet of stream channel will require an Individual Permit (IP). IPs require an analysis to determine that the proposed impact to waters of the U.S. 1s the least environmentally damaging practical alternative, typically require compensatory mitigation, notification to adjacent property owners, a public notice, and may require a public hearing. All projects, whether qualifying for a NWP or applying for an IP, require written justification for wetland impacts greater than 0.10 -acres. Since 1979 THE JOHN R. MCADAMS COMPANY, INC. Mr. Dave Ransenberg March 20, 2007 GWH-06040 Page 3 Expiration of Nationwide Permits: The USACE Nationwide Permits (NWPs) have expired as of March 18, 2007. Any application received by the Corps after March 18, 2007 will be subject to the new NWP, effective May, 2007. Along with the re -issued 404-NWP, there may also be additional permit requirements by the concurrently re -issued, 401-DWQ certifications. We will. be glad to discuss how these changes may affect your project or any other projects that you may have. Mitigation of StreamlWetland Impacts: The USACE can require mitigation for any stream or wetland impacts. In most cases, stream mitigation is not triggered until impacts approach 150 linear feet; wetland mitigation is usually triggered when impacts exceed 0.10 -acre. Table 2, below, is the current In -Lieu Fee Schedule (effective July 1, 2006) from the North Carolina Ecosystem Enhancement Program (EEP), in which monetary payment could be paid, to offset wetland and stream impacts. It should be noted, EEP is proposing to revise the In -Lieu Fee Schedule. Final revisions to the In -Lieu Fee Schedule are forthcoming. n T. TT TT TPno pnvm nit+C 1 apse 4. L'.r t Irl-luxcu r Stream linear foot $232 Non -riparian wetland acre $13,924 Riparian wetlanct acre $27,847 In addition to mitigation, demonstration of avoidance and minimization of impacts to waters of the U.S. will be required as justification for impacts requested, as noted above. This will all be required during the permitting process. Mecklenburg County SWIM Buffers: The subject property is located within the Yadkin River Basin (Hydrologic Unit Code 03040105). Currently, DWQ does not have buffer rules for the Yadkin River Basin, However, Mecklenburg County has established Surface Water Improvement and Management ' (SWIM) stream buffers at the point where the stream drains 100 -acres or greater as specified below in Table 3. Buffer widths for streams that drain 100 -acres or greater are measured horizontally on a line perpendicular to the surface water, landward from the top of the bank on each side of the stream. Since 19%9 THE JOHN R. MCADAMS COMPANY, INC. Mr. Dave Ransenberg March 20, 2007 GWH-06040 Page 4 ., A.r_ _l-r,.-_I_._...r QA"X4 R11ff-r Widths 1 able 3. lvluck"VIARJu1K %.uuaaL Stream Side v .. ��•. y,._�- _ Managed Use .. _----- Upland Zone Total Width Drainage Area Zone Zone Land On Each Side > 100 -acres 20 -feet None 15 -feet 35 -feet > 300 -acres 20-fee;t 20 -feet 10 -feet 50 -feet Of the four streams located on the subject property, only Stream Feature "A" is applicable to the SWIM buffer requirements for Mecklenburg County. It is recommended that a drainage analysis be performed to determine that point in which Stream Feature "A" drains 300 -acres. The attached Wetlands and Streams Exhibit depicts the approximate SWIM buffers associated with Stream Feature "A" prior to a drainage analysis. Table 4 below summarizes the land uses within each zone. ,r._-----'�L!_ 0t17T1%4 n2 ffur 7.n»ac Table 4. Land uses wlluAAi v..=1.. Upland Zone Stream Side Zone Managed Use Zone Land Undisturbed (no cutting, Limited Clearing (no Herbaceous Ground Cover. clearing or grading). If grading).If existing tree DisturbanceNegetative Including grass is allowed; Requirements existing tree density is density is inadequate, maintenance of existing forest inadequate, reforestation reforestation is or reforestation is encouraged. is required. encouraged. Land Uses Very Restricted. Restricted. Permitted Restricted. Permitted uses Permitted uses limited to uses limited to those limited to those allowed in flood control structures allowed in the Stream Stream Side and Managed Use and bank stabilization as Side zone, as well as Zones, as well as gazebos, non - well as installation of bike paths and commercial storage buildings parallel or near greenway trails up to less than 150 sq. ft., limited perpendicular water and 10 -feet wide. grading that does not change sewer utilities and near the functionality or extend the perpendicular road floodplain, and approved storm crossings with water structural best stabilization of disturbed management practices areas. Stormwater Management: The DWQ Stormwater Management Program protects waters by restricting impervious surface development, maintaining vegetative buffers, and prescribing vegetative conveyances to transport runoff. DWQ has assigned Mallard Creek, and its associated tributaries, a stream index number of 13-17-5 and a stream classification of Class C. Class C waters are protected for Since 1979 THE JOHN F�. MCADAMS COMPANY, INC. Mr. Dave Ransenberg March 20, 2007 GWH-06040 Page 5 secondary recreation, fishing, wildlife, fish and aquatic life propagation and survival, agriculture and other uses. There are no restrictions on watershed development or types of discharges. Conclusion: A total of four unnamed tributaries that are tributaries to Mallard Creek and two wetland areas were identified during field investigations conducted on February 20, 2007. It is recommended that the jurisdictional wetland/stream delineation be verified by the USACE and surveyed to become an official jurisdictional determination. There are SWIM stream buffers associated with Stream Feature "A" since it drains more than 100 -acres. The attached Wetlands and Streams Exhibit depicts the approximate location of jurisdictional features and SWIM buffers prior to surveying and a drainage analysis. D W Q has assigned Mallard Creek, and its associated tributaries, a stream index number of 13-17-5 and a stream classification of Class C. There are no restrictions on watershed development or types of discharges. We will be glad to further discuss these findings and address any questions that you may have with regard to the subject property. Please do not hesitate to contact us at (919) 361-5000 with any questions or concerns you may have. Sincerely, THE J HN R. DAMS C MPANY, INC. George Buchholz, RI:M, PWS Environmental/Wetland Scientist Stormwater and Environmental Department Enclosures Cc: K. Cooper E. Moore iii: ' to ozone P .,•. ' ilii• • ,z,�, i �; ,,,:,�::.i• �•: I;u::n�'t'9i3YtJ„itr>aa�dl<t�c �a';;:F:-^.,, rr..o✓:-;,= ";�t,;� 1`• - .� • i-. +,i SIL+ .(i�{j�} -\.. ter :11! 11q{:'., },.- .'ti .^^,y:� `�+'��.�lt .,•�4,+ ' C1If'O'l fft . i..ii+.' :'l?(r1.� : i•4 ' 4 :\'':1,, 'v`°: Y it `. is a �': _ i' .5 - _ t:••-7f`T.:... •'ri5': ,. �','i �a .,.�.. •1 �•�r,` ,.'q iP}' -=- .I -•c.' "F2?1(-”' — J^i1. r ~.�;;,t; cs ';��", ,•.`" �.. �� X1'1 .�s5i\,:� , v� . .`i• F �.�'. ...1 - .. �f•;�,� � 5w3.iEGT' l 1. X. ,'i�' '� - il.A •!nom , " (�i;�.,,..�..d�: <:. -� is '•� t� /� ^':. ., t}' 't i" "__ ��.. � r Wil''''lfff' •�• l�f i LL•L� t; ..r .t'`` I - ,i � . ,,. ' N' �'. '{• '��;: ,:'.. ,'ire •� �f IT 0 0.3 0.6 0.9 1.2 1.5 kia s G 0 0.2 0.4 0.6 0.8 1 mi a' 35.33880N, 80.7136°W (NAD27) USGS Harrisburg (NC) Quadrangle M -5 359 Projection is UTM Zone 17 NAD83 Datum G=0.166 PROJECT N°' GVM -06040 THE JOHN R. McADAMS pkv"RECENCY, LLC &GAT W"HO s COMPANY, INC. FILENAME: GV►�iO6O4O-C ENGINEERS/PLANNERS/SURVEYORS tV "�` AS SHOWN HARRISBURG QUAD CAROIM RESEARCH TRIANGLE PARK, NC P.O. BOK 14005 ZIP 27709-4005 MF.CMZNBIJRG COUNRY. NOMH (n DATE: 03-19-07 - (919) 351-5000 PROJECT No. GWH-06040 THE JOHN R. McADAMS " "�` PARKWAY REGENCY, LLC & GATEWAY HOMES COMPANY, INC. n GVVF106040—C ENGINEERS/PLANNERS/SURVEYORS e SCAM: j' = 500' MECRLENBUR(i COUNTY SOIL SURVEY, 5 SHEET RESEARCH TRIANGLE PARK. NC K MECKLENBURG COUNTY. NORTH CAROLINA P.O. »0x 14005 ZIP 27709-4005 pI DATE:03-19-07 (919) 361-5000 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. 2012-01743 County: Mecklenburg USGS Quad: NC- Harrisburg GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner /Authorized Agent: Arwen AgWifterits LLC /-A:ttn: Dave Raaseabu'r� Address: 6701 Carmel Road, Suite 1.18 Charlotte. NC 28226 Telephone No.: 704-609-0682 Size and location of property (water body, road name/number, town, etc.): The project site is located northeast of Grevmouth Road near.its intersection with N Tryon Street (US 29) in Charlotte, Mecklenburg County, NC. Coordinates are: 35.335-N,-80.7134 W. Description of projects area and activity: This verification authorizes vermanent.impacts to 192 linear feet of stream channels for constructing stream crossing associated with multi -family housing development. Applicable Law: 0 Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: 29 Summary of Authorized Impacts and Required Mitigation Impact ID # NWP / Oen Water (ac) GP # Temporary Permanent Wetland (ac) Stream (If) Temporary Permanent " Temporary Permanent 2007-01175 29 290* 2012-01743 29 192 -Im act Totals Total Loss of Waters of the U.S. ac) Total Loss of Waters of the U.S. (If) 290 Required Wetland Mitigation (ac) Required Stream Mitigation (lf) 290 In -Lie Additional Remarks and/or Special Permit Conditions: Re -issuing permit for previously authorized action (SAW -2007-01175) because it expired. *Of the previously authorized 290 linear feet, 192 feet were not impacted, despite compensatory mitigation payment being made to EEP for all authorized impacts. Culverts greater than 48 inches in -diameter will be buried at least one foot below the bed of the stream. Culverts 48 inches or less shall be buried at an appropriate depth to maintain aquatic passage as defined in Final Regional Condition 3.6 attached to this NWP. Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revolted. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above).may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 807-6300) to determine Section 401 requirements. You may also visit their website at; httQf/portal ncdenr.org/web/wq/swp/ws/webscape For activities occurring.within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA); -prior to- beginning work -you -must contact the N:C. -Division-of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact SteveKi hefski at 828-271-7980. Corps Regulatory Official Steve Kichefski/Date: October 29 2012 Expiration Date of Verification' October 29, 2014 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 Satisfactidn Survey located at our website at http•//per2 nwMusace.army.millsurvey.htin to complete the survey online. Determination of Jurisdiction: A. ❑ "Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area 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. C. ® There are waters of the US and/or wetlands within 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. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID Basis of Jurisdictional Determination: The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Interim Regional supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region. These wetlands are adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channel on the property is an unnamed tributary to UT to Mallard Creek which flows into the Rocky Watershed, Upper Pee Dee Basin, HUC: 03040105 River. UT to Mallard Creek flows to the Atlantic Ocean via Mallard Creek, Rocky River and the Pee Dee River. The Pee Dee River is Section 10 navigable -in -fact at the Blewett Falls Dam. 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. Appeals Information: (This information applies only to approved jurisdictional determinations as indicated in B and C 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 request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room IOMI 5 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 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 Division 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 15, 2012. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** Corps Regulatory Official: Steve Kichefski Issue Date: October 29, 2007 Copy Furnished: Expiration Date: Five years from Issue Date Permit Number: 2012-01743 Permit Type: NW29 Name of County: Mecklenburg Name of Permittee: Arwen Apartments LLC / Attn: Dave Ransenburg Date of Issuance: October 29, 2012 Project Manager: Steve Kichefski Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following -address: U.S. Army Corps of Engineers Attention: CESAW-RG-A 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the'above referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date MEN p Arwen Apartments LLC / Attn: Dave File Number: 2012-01743 Date: October 29, - - 2012 Attwhettis -- _ —_ _ _ ..._-..__..__- _. _ -- See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter of permission A PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E R1011141 I ti MIN o _ d fv A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign'the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (IAP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section It of this form and return the form to the district engineer - Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terns and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section Q of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E__PRELIMINARY JURISDICTIONAL _DETERMIlVATION;-. You do not need to respondrto the, Corps.._ regarding the preliminary JD. The Preliminary JD is: not appealable. If you wish; you may request an appt d.JD (which may be appealed), by.: contacting.the Corps district -for fiirther instruction. Also you may provide new information for further coiisideirafion by the Coijis to reevaluate the JD. W, BIMINI' ra`rasa _9F,AS0yS-.EOR-APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections Wan. initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has.determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. n` �> .fff you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may process you may contact: also contact: Steve Kichefski, Project Manager Mr. Jason Steele, Administrative Appeal Review Officer USACE, Asheville Regulatory Field Office CESAD-PDO 151 Patton Ave U.S. Army Corps of Engineers, South Atlantic Division RM 208 60 Forsyth Street, Room IOM15 Asheville, NC 28801 Atlanta, Georgia 30303-8801 828271-7980 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the. right of entry to Corps of Engineers personnel, and.any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Steve Kichefski, 69 Darlington Avenue, Wilmington, North Carolina 28403 _ For Permit denials, Proffered Permits. and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303- 8801. Phone: (404) 562-5137 NATIONWIDE PERMIT 29 DEPARTMENT OYTHE A RMY CORPS OF ENGINEERS FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS FEDERAL REGISTER AUTHORIZED MARCH 19, 2012 Residential Developments. Discharges of dredged or fill material into non -tidal waters of the United States for the construction 'or expansion of a single residence, a multiple unit residential development, or a residential subdivision,:This NWP authorizes the construction of building foundations and building pads and attendant features that are necessary for the use of the residence or residential development. Attendant features may include but are not limited to roads; parking lots, garages, yards, utility lines, storm water management facilities,,septic fields, and recreation facilities such as playgrounds, playing fields, and golf courses (provided the golf course is an integral part of the residential development). The discharge must not cause the -loss of greater than 1/2 -acre of non -tidal waters of the United States, including the loss of no more than 300 linear feet of stream bed, unless for intermittent and ephemeral stream beds the district engineer waives the 300 -linear foot limit by making a -written determination concluding that the discharge will result in minimal adverse effects. This NWP does not authorize discharges into non -tidal wetlands adjacent to•tidal waters. Subdivisions: For residential subdivisions, the aggregate total loss of waters of United States authorized, by this NWP cannot exceed 1/2 -acre. This includes any loss of waters of the United States associated with development of individual subdivision lots. Notification: The permittee must submit a pre -construction notification to the district engineer prior to commencing the activity. (See general condition 31.) (Sections 10 and 404) NATIONWIDE PERMIT CONDITIONS The followinz General Conditions must be followed in order for 2Y authorization by a NWP to be valid: 1. Navi ation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c) The. permittee. understands and agrees that, if future operations by the -United States require the removal, relocation, or other alteration, of the structure or work herein. authorized, or. if, in the opinion of the Secretary of the Army or. his. authorized representative, said structure or work shall -cause unreasonable obstruction to the free navigation of the navigable waters, the permittee .will be required, upon.due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused.thereby, without expense to the United States. No claim shall be made against the United States .on account of any such removal. or alteration. 2. _Aquatic Life_ Movements. No.activity may substantially disrupt the necessary life cycle movements of those species. of aquatic life indigenous .to the waterbody, including. those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably eulverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. 3. Spawning, Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) 'of an important spawning area are not authorized. 4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. S. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activityauthorized by NWPs 4 and 48,. or is a shellfish seeding or habitat restoration activity authorized by NWT 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see Section 307 of the Clean Water Act). 7. Water Sqpply SupplyIntakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent -bank stabilization. 2 8. Adverse Effects From Im oundments. If the activity creates an impoundment of water, adverse effects to the aquatic system.due to accelerating the -passage of water, and/or restricting its flow must be minimized to the mi aximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre -construction course, condition,. capacity,. and location of open waters must be maintained for each activity, including -stream channelization and storm -water -management activities, except as. provided. below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre -construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100 -Year Flood tains. The activity must comply with applicable FEMA - approved state -or local floodplain management requirements. 11. Equipment. Heavy equipment working In wetlands or mudflats must be placed on mats, or other measures most be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained. in effective operating condition during construction, and all exposed soil and other fills, as welt as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low -flow or no -flow. 13. Removal of Temp )1ary Fills. Temporary fills must be removed in their entirety and the'affected areas returned to pre -construction elevations. The affected areas must be revegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity -specific conditions added by the district engineer to an NWP authorization. 15. Sing , and Complete Project. The activity must be a.single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress asa. "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined . in writing that the proposed activity.will not adversely affect.the Wild and Scenic River designation. or study status. -Information on Wild and Scenic Rivers may be obtained from the appropriate -Federal land -management agency responsible -far --the designated.Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and.treaty fishing and hunting rights. 18. Endangered Species. (a) No activity is authorized under.any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed.for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or.adversely modify the critical habitat of such species. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with -those requirements. The district engineer will review the documentation. and determine whether it is sufficient to address ESA compliance for the NWP activity, or whether additional ESA consultation is necessary. - (c) Non-federal permittees must submit a pre -construction notification to the district engineer if any listed species or designated critical habitat might be.affected or is in the vicinity of the project, or if the.project is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the. activity is authorized. For activities that might affect Federally -listed endangered or threatened- species or designated critical habitat, -the pre -construction notification must include the name(s) of the endangered or threatened species that might be affected by the proposed work or that utilize the designated critical habitat that.might be affected by the proposed work. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non - Federal applicant of the Corps' determination within 45: days of receipt of a complete.pre- construction notification. In cases where the non-Federal'applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification the proposed activities will have "no effect" on listed species or critical habitat, or until Section 7 consultation has been completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species-specific .regional endangered species conditions to the NWPs. (e) Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the U.S. FWS or the NMFS, The Endangered Species Act prohibits any.person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may includesignificant habitat modification or degradation where it actually-kills-or-injures-wi-ld.1.ife-b-y-sign,"icantlyimpairing-essentia-b-ehaytiozalpafterna,_. including breeding, feeding or sheltering. 9 (f) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S. FWS and NUTS or their world wide web.pages at http://wwik.fws.g6V/ or http://www.fws.gov/ipad and http://www.noaa.gov/fisheries.html respectively. 19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for obtaining any "take" permits required under the U.S. Fish and.Wildlife.Service's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle Protection Act. The permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are required for a particular activity. 20. Historic Properties. (a) In cases where the district engineer determines that the activity may affect properties listed, or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act-(NHPA) have been satisfied. . (b) Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will review the documentation and determine whether it is sufficient to address section 106.compliance for the NWP activity, or whether additional section 106_ consultation is necessary. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre -construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer. or Tribal Historic Preservation Officer, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction notifications, district engineers will comply with the current procedures for addressing the requirements of Section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted and these efforts, the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties_ Where the non -Federal applicant has identified historic properties on which the activity may have the potential to cause effects and so notified the Corps, the non -Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to "cause effects or that consultation under Section 106 of the NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre -construction notification whether.NHPA-Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR §800.3(a)). If NHPA section 106 consultation is required and will occur, the district engineer will notify the non - Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the -applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA (16 U.S.C. 470h -2(k)) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the. requirements .of Section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACNP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic.properties affected, and proposed mitigation. This documentation must. include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects.historic properties on tribal lands,or affects properties o1 interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previouslv Unknown Remains and Artifacts. If you. discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit, you must immediately notify the district engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal and state coordination required to determine if the items or remains warrant a recovery, effort or if the site is eligible for listing in the National Register of Historic Places. 22. Designated Critical Resource Waters. Critical resource waters include, NOAA- managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national' resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, -12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with general condition 31, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is determined that the impacts to -the -critical -re -source waters will -be no..more-than_mininial._.._.._. __._.. ___ __ ..--_... 3 23. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are miriitrial: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site.(i.e., on site). . (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. (c) Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10 -acre and require pre -construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal, and provides a project -specific waiver of this requirement. For wetland losses of 1/10 -acre or less that require pre -construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic' environment. Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions. of 33 CFR part.332. (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in minimal adverse effects on the aquatic environment. (2) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should -be the first compensatory mitigation option considered. .(3) If permittee -responsible mitigation is the proposed option, the prospective permittee is responsible for submitting •a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) — (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). (4) If mitigation bank or in -lieu fee program credits are the proposed option, the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (5) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological. performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan. . (d) For losses of streams or other open waters that require pre -construction notification, the district engineer may require compensatory mitigation, such as stream rehabilitation, enhancement, or preservation, to ensure that the activity results in minimal adverse effects on the aquatic environment. .- .(e) Compensatory mitigation will not -be used -to -increase -the acreage losses allowed by -.-- the acreage limits of the NWPs. For example, if an NAP has an acreage limit of .1/2-acre,:.it cannot be used to authorize any project resulting in the loss of greater than. 1/2 -acre of waters of 7 the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that a project already meeting the established acreage limits also satisfies the -.minimal impact requirement associated with the NWPs. (f) Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the restoration or establishment, maintenance, and legal protection (e.g.,_conservation.easements) of riparian areas next to open waters. In some cases, riparian areas may be the only compensatory mitigation required. Riparian areas should consist of native species. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the- stream, but.the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to establish a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, thenrestoring or establishing a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters. exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the. aquatic environment on a watershed basis. In cases where riparian areas . are determined to be the most appropriate form of compensatory mitigation, the district engineer May waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (g) Permittees may propose the use of mitigation banks, in -lieu fee programs, or separate permittee -responsible mitigation. For activities resulting in the loss of marine or estuarine resources, permittee -responsible compensatory mitigation may be environmentally preferable if there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee -responsible mitigation, the special. conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, .if required, its long-term management. (h) Where certain functions and services of waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub -shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse effects of the project to the minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non -Federal applicants to demonstrate that the structures comply with established state dam safety criteria of have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Qualms. Where States and authorized Tribes, or EPA where applicable, have not previously certified compliance of an NWP with CWA Section 401, individual 401. Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or State or.Tribe may require additional water quality -management measures to ensure_ that the au thorized.activity does not result in more than minimal degradation of water quality. 8 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, ora presumption of concurrence must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements.. 27. Regional and Case -By -Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state; Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by. the state in its Coastal Zone Management Act consistency determination. 28. Use. of Multiple Nationwide Permits.- The use of more than one NWP for a single and complete. project is prohibited, except when the acreage loss of waters of the. United States authorized by the.NWPs does not exceed the acreage. limit of the NWP with the highest specified acreage limit. For example, if a.road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of.waters of the United States for.the total project cannot exceed 1/3 -acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property. associated with a nationwide permit verificatioii,:the.pezmittee may transfer the nationwide permit verification. to the new owner by submitting a letter to the.appropriate Corps district office to validate the transfer. A copy of thenationwide. permit verification must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is. transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date.below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide -a signed certification documenting completion of the authorized activity and any required compensatory mitigation. The success of any required permittee - responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: 6 (a) A statement that the authorized work was done in accordance with the NWP authorization, including.any.general, regional, or activity -specific conditions; .. (b) -A -statement -that -the iumplementation of any required compensatory mitigation was' completed in accordance with the permit conditions. If credits from a mitigation bank or in -lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the work and mitigation. 31. Pre -Construction Notification..(a) Timing. Where required by the terms of the NWP, the prospective permittee. must notify the district engineer by submitting a pre -construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and; if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed -to make the PCN complete. Asa general rule, district engineers will request additional information necessary to. make -the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective .permittee that the PCN is still incomplete -and the PCN review process will not . commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was.required to notify the Corps pursuant to general condition 18 that listed: species -or critical habitat might be affected or in the vicinity of the project, or -to notify the. Corps pursuant to general condition 20 that the activitymay have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps.that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(#)) and/or Section 106 of the National Historic Preservation (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activityuntil the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual .permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance with. the procedure set forth in- 33 CFR 330.5(d)(2). (b) Contents of -Pre -Construction Notification: The PCN must be in writing and include the following information: (1) Name; address and telephone numbers of the prospective permittee; (2) Location of the proposed project; 10 (3) A description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause, including the anticipated amount of loss of water of the United Siafes expected to result Froin the NWP -activity, in acres, linear feet, or other appropriate unit of measure; any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be -used to authorize any part of the proposed -project or any related - activity. The description should be sufficiently detailed to allow the district engineer to determine that the adverse effects of the project will be minimal and to determine the need for compensatory -mitigation. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the project and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an.illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (4) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as -lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask -the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project. site is large or contains many waters of the United States. Furthermore, the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (5) If the•proposed activity will result in the loss of greater than 1/10 -acre of wetlands and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, orexplaininig why the adverse effects are minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (6) If any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, for non -Federal applicants the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed. work. Federal applicants must provide documentation demonstrating compliance with. the Endangered Species Act; and (7) For an activity that may affect a historic property listed on, determined to be eligible for listing on, of potentially eligible for listing on, the National Register of Historic Places, for non-Federalapplicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. (c) Form of Pre -Construction Notification: The standard individual permit application form (Form ENG 4345) may be used, but the completed application form must clearly indicate that it is a PCN and must include all of the information required in paragraphs (b)(1)'through (7) of this general condition. A letter containing the required information may also be used. (d) Agency Coordination: (.1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions -of -the NWPs-and•-the need--for-mitigation-to-reduce-the-project'-s-adverse- environmental effects -to a minimal level. 11 (2) For all NWP activities that require pre -construction notification and result in the loss of greater than 1/2 -acre of waters of the United States, for NWP 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -construction notification and will result iii the loss of -greater than 300 linear feet of intermittent and ephemeral stream bed, and for all NWT 48 activities that require pre -construction notification, the district engineer will immediately provide (e.g., via e- mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (U.S. FWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO) or Tribal Historic Preservation Office (THPO), and, if appropriate, the NMF S). With the exception of NWT 37, these agencies will have 10 calendar days from the date the material is transmitted to telephone or fax the. district engineer notice that they intend to provide substantive, site-specific comments. The comments must explain why the agency believes the adverse effects will be more than. minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre -construction notification. The district engineer will fully consider agency comments received within the specified time frame .concerning the proposed activity's compliance'with the terms and conditions of the NWPs, including the need for mitigation.to ensure the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre -construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is. an unacceptable hazard. to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWT 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (3) In cases of where theprospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days.of receipt of any Essential Fish Habitat conservation recommendations, as required by Section 305(b)(4)(B) of the Magnuson -Stevens Fishery Conservation and Management Act. (4) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre -construction notifications to expedite agency coordination. D. District Engineer's Decision 1. In reviewing the PCN for the proposed activity, the. district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to. the public interest. For a linear project, this determination will include an evaluation of the individual crossings to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51 or 52, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in.minimal adverse effects... When making_minimal_effects. determinations _the district engineer will consider the direct and indirect effects caused by the NWP. activity. The district engineer will also consider site specific, factors, such as the environmental setting in the 12 vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP activity, the degree or magnitude .to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse effects determination. The district engineer may add case -specific special conditions to the NWP authorization to address site-specific environmental concerns. 2. If the proposed activity requires, a PCN and will result in a loss of greater than 1/10- acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation. for projects with smaller impacts. The district engineer will consider any proposed. compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to -the aquatic environment of the proposed activity are minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the district engineer will notify the permittee and include any activity -specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation'requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by. the district engineer to be minimal, the district engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terms and conditions of the NWP, including any activity -specific conditions added to the NWP authorization by the district engineer. 3. If the district engineer determines that the adverse effects of the proposed work are more than minimal, then the district engineer will notify the applicant either: (a) That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the project. is authorized under the NWP subject to the.applicant's submission of amitigation plan that -.would reduce.the adverse effects on the aquatic environment to theminimal level; or (c) that the project is authorized under the NWP with specific modifications or conditions: Where the dist -net engineer -determines. that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45 -day PCN period, with activity -specific 13 conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquaticenvironment to. the minimal level. When mitigation is required, no work in waters of the United States may occur until the district engineer. has approved a specific mitigation pian or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. FURTHER INFORMATION 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. DEFINITIONS Best mana ement ractices (BMWs)- Policies, practices, procedures, or structures implemented to mitigate the adverse.environmental effects on surface water quality resulting from development. BMWs are categorized as structural ornon-structural. CgmpensgM mitigation: The restoration (re-establishment or rehabilitation), establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic resources for the purposes of offsetting unavoidable.adverse impacts which remain after all appropriate and practicable avoidance and minimization has been achieved. Currently serviceable: Useable as is or with somemaintenance, but not so degraded as to essentially require reconstruction. Direct effects: Effects that are caused by the activity and occur at the same time and place. Discharge: The term "discharge" means any discharge of dredged or fill material. Enhancement: The manipulation of the physical, chemical, or biological characteristics of an aquatic resource to heighten, intensify, or improve a specific aquatic resource £unction(s). Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic resource area. Ephemeral stream: An ephemeral stream has flowing water only during, and for a short duration after, precipitation events in a typical year. Ephemeral stream beds are located above the water table year-round. Groundwater is not a source of water .for the stream. Runoff from rainfall is the primary source of water for stream flow. Establishment (creation): The manipulation of the physical, chemical, or.biological characteristics present to develop an aquatic resource that did not previously exist at an upland site. Establishment.results_in-a gain.in aquatic.resource.ama. _ .... _ High.Tide Line: The line of intersection.of.the land with the water's surface at the maximum height reached by a rising tide. The high tide line may be determined, in the absence 14 of actual data, by,a line of oil or scum along shore objects, a more or less continuous deposit of fine shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation lines, tidal gages, or other suitable means that delineate the geneial'h6ight reached by a rising tide: The line encompasses spring'high tides and other high tides that occur with periodic frequency but does not include storm surges in which there is a departure from the.normat or predicted reach of the tide due to the piling up of water against a coast by strong winds such as those accompanying a hurricane or -other -intense storm. Historic Property: Any prehistoric or historic district, site (including archaeological site), building, structure; or other object included in, or eligible for inclusion in, the National Register of Historic Places maintained by the Secretary of the Interior. This term includes artifacts, records, and°remains that are related to and located within such properties. The term includes properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian organization and that meet the National Register criteria (36 CFR part 60). Independent utili : A test -to determine what constitutes a single and complete non-linear project in the Corps regulatory program. A -project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi -phase -project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other.phases were not built can be considered as separate single and complete projects with independent utility. Indirect effects: Effects that are caused by the activity and are later in time or farther removed in distance, but are still reasonably foreseeable. Intermittent stream: An intermittent stream has flowing water during certain times of the year, when groundwater provides water for stream flow. During. dry periods, intermittent streams may not have flowing water. Runoff from rainfall 'is a supplemental source of water for stream flow. Loss of waters of the United. -States: Waters of the United States that are permanently adversely affected by filling; flooding, excavation, or drainage because of the regulated activity. Permanent adverse effects include permanent discharges of dredged or fill material -that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is a threshold measurement of the impact to jurisdictional waters for determining whether a project may qualify for an NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and services. The loss of stream bed includes the linear feet of stream bed that is filled or excavated. Waters of the United States temporarily filled, flooded, excavated, or drained, but restored to pre -construction contours and elevations after construction, are not included in the measurement of loss of waters of the United States. Impacts resulting from activities eligible for exemptions under Section 404(f) of the Clean Water Act are not considered when calculating the loss of waters of the United States. Non -tidal wetland: A non -tidal wetland is a wetland that is not subject to the ebb and flow of tidal waters. The definition of a wetland can be found at 33 .CFR 328.3(b). Non -tidal wetlands contiguous to tidal waters are -located landward of the high tide line (i.e., spring high tide line). Open water: For purposes of the NWPs, an open water is any area that in a year with normal patterns of precipitation has water flowing or standing above ground to the extent that an ordinary high water mark -can be determined. Aquatic -vegetation within the area of standing or 15 flowing water is either non -emergent, sparse, or absent. Vegetated shallows are considered to be open waters. Examples of "open waters" include rivers, streams, lakes, and ponds. Ordinary High Water Mark: An ordinary high water mark is a line.on the shore established by the fluctuations. of water and indicated by physical characteristics, or by other appropriate means that consider the characteristics of the surrounding areas (see 33 CFR 328.3(e)). Perennial stream: A perennial stream has flowing water year-round during a typical year. The water table is located above the stream bed for'most of the year. Groundwater is the primary source of water for stream flow. Runoff from rainfall is a supplemental source of water for stream flow. Practicable: Available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. Pre -construction notification: 'A request submitted by the project proponent to the Corps for confirmation. that a particular activity is authorized by nationwide permit. The request may be a permit application, letter, or similar document that includes information. about the proposed work and its anticipated environmental effects. Pre -construction notification may be.required by the terms and conditions of a nationwide permit, or by regional conditions. A pre -construction notification may be voluntarily submitted in cases where, pre -construction notification is not required and the project proponent wants confirmation.that the activity is.authorized by nationwide permit. Preservation: The removal of a threat to, or preventing the decline of, aquatic resources by an action in or near those aquatic resources. This term includes activities commonly associated with the protection and maintenance• of aquatic resources.through the implementation of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic resource area or functions. Re-establishment: Themanipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former aquatic resource. Re-establishment results in rebuilding a former aquatic resource and results in a gain in . aquatic resource area and functions. Rehabilitation: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of repairing natural/historic functions to a degraded aquatic resource. Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in aquatic resource area. Restoration: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former or degraded aquatic resource. For the purpose of tracking net gains in aquatic resource area, restoration is"divided into two categories: re-establishment and rehabilitation. Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles: A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. Riparian areas; Riparian areas are lands adjacent to streams, lakes,. and estuarine -marine shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through 16 which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine waters with their adjacent wetlands, non -wetland waters, or uplands. Riparian areas provide a variety of ecological functions and services and help improve or maintain local"water quality. (See general condition 23.) Shellfish seedin : The placement of shellfish seed and/or suitable substrate to increase shellfish production. Shellfish seed consists of immature -individual shellfish or individual shellfish attached to shells or shell. fragments (i.e., spat on shell). Suitable substrate may consist of shellfish shells, shell fragments, or other appropriate materials placed into -waters for shellfish habitat. Single and complete linear project: A linear project is a project constructed for the purpose of getting people, goods, or services from a point of origin to a terminal point, which often involves multiple crossings of one or more waterbodies at separate and distant locations. The term "single and complete project" is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers:that includes all crossings of a single water of the United States (i.e., a single waterbody) at a specific location. For linear projects. crossing a single or multiple waterbodies several times at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of such features cannot be considered separately. single and complete non-linear ro'ect: For non-linear projects, the term "single and complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers. A single and complete non-linear project must have independent utility (see definition of "independent utility"). Single and complete non-linear projects may not be "piecemealed" to avoid the limits in an NW authorization. Stormwater Management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater mana ernent facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and best management practices, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. . Stream bed: The substrate of the stream channel between the ordinary high water marks. The substrate may be bedrock or inorganic particles that range in size from clay to boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not considered part of the stream bed. Stream _channelization: The manipulation of a stream's course, condition, capacity, or location that causes more than minimal interruption of normal stream processes. A channelized stream remains a water of the United States. Structure: An object that is arranged in a definite pattern of organization. Examples of structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir, boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent 17 mooring structure, power transmission line, permanently moored floating vessel, piling, aid to navigation, or any other manmade obstacle or obstruction. Tidalwetlan& A tidal wetland is a wetland..(i.e., water, of the United States) that is inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33 CFR.328.3(f), respectively. Tidal waters rise and -fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no longer be practically measured.in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line, which is defined at 33 CFR 328.3(d). ' Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines: They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbody: For purposes of the NWPs, a waterbody is a jurisdictional water of the United States. If a jurisdictional wetland is adjacent — meaning bordering, contiguous, or neighboring — to a waterbody determined to be a water of the United -States under 33 CFR 328.3(a)(1)-(6), that waterbody and its adjacent wetlands are considered together as a single aquatic unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes, ponds, and wetlands. 18 Final Regional Conditions 2012 NOTICE ABOUT WEB LINKSIN-THIS DOCUMENT: - - The web links (both internal to our District and any external links to collaborating agencies) in this document are valid at the time of publication. However, the Wilmington District Regulatory Program web page addresses, as with other agency web sites, may change over the timeframe of thefive year Nationwide Permit renewal cycle, in response to policy mandates or technology advances. While we will make every effort to check on the integrity of our web links and provide re -direct pages whenever possible, we ask that you report any broken links to us so we can keep the page information current and usable. We apologize in advanced for any broken links that you may encounter, and we ask that you navigate from the regulatory home page (wetlands and stream permits) of the Wilmington District Corps of Engineers, to the "Permits " section of our web site tofind links for pages that cannot be found by clicking directly on the listed web link in this document. Final 2012 Regional Conditions for Nationwide Permits (NWP)`in the Wilmington District 1.0 Excluded Waters The Corps has identified waters that will be excluded from the use of all NWP's during certain timeframes. These waters are: 1.1 Anadromous Fish Spawning Areas Waters of the United States identified by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning areas are excluded during the period between February 15 and June 30, without prior written approval from NCDMF or-NCWRC and the Corps. 1.2 Trout Waters Moratorium Waters of the United States in the twenty-five designated trout counties of North Carolina are excluded during the period between October 15 and April 15 without prior written approval from the NCWRC. (See Section 2.7 for a list of the twenty-five trout counties). 1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service (NMFS) Waters of the United States designated as sturgeon spawning areas are excluded during the period between February 1 and June 30, without prior written approval from the NW& 19 2.0 Waters Requiring Additional Notification The Corps has ideritified waters that will be subject to additional notification requirements for activities authorized by.all NWP's. These waters are: 2.1 Western NC Counties that Drain to Designated Critical Habitat For proposed activities within Waters of the U.S. that require a Pre -Construction Notification pursuant to General Condition 31 (PCN) and are located in the sixteen counties listed below, applicants must provide a copy of the PCN to.the US Fish and Wildlife Service, 160 Zillicoa Street, Asheville, North Carolina 28801. This PCN must be sent concurrently to the US Fish and Wildlife Service and the Corps Asheville Regulatory Field Office. Please see General Condition 18 for specific notification requirements related to Federally Endangered Species and the following website for information on the location of designated critical habitat. Counties with tributaries that drairi to designated critical habitat that require notification to the Asheville US Fish and Wildlife Service: Avery, Cherokee, Forsyth, Graham, Haywood, Henderson, Jackson, Macon Mecklenburg; Mitchell, Stokes, Surry, Swain, Transylvania, Union and Yancey. Website and office addresses for Endangered Species Act Information: The Wilmington District has developed the following website for applicants which provides guidelines on how to review linked websites and maps in order to fulfill NWP general condition 18 requirements: http://WWW.saw.usace.army.mil/wetlands/ESA. Applicants who do not have internet access may contact the appropriate US Fish and Wildlife Service offices listed below or the US Army Corps of Engineers at (910) 251- 4633: US Fish and Wildlife Service Asheville Field Office 160 Zillicoa.Street Asheville, NC 28801 Telephone: (828) 258-3939 Asheville US Fish and Wildlife Service Office counties: All counties west of and including ,Anson, Stanly, Davidson, Forsyth and Stokes Counties US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 Raleigh US Fish and Wildlife Service Office counties: all counties east of and including Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties. 20 2.2 Special Designation Waters Prior to the use of any NWP in any ofthe following identified waters "and,tontiguous wetlands in North Carolina, applicants must comply with Nationwide Permit General Condition 31 (PCN). The North Carolina waters and contiguous wetlands that require additional notification requirements are: "Outstanding Resource Waters" (ORW) or "High Quality Waters" (HQW) as designated by the North Carolina Environmental Management Commission; "Inland Primary Nursery Areas" (IPNA) as designated by the NCWRC; "Contiguous Wetlands" as defined by the North Carolina Environmental Management Commission; or "Primary Nursery Areas" (PNA)�as designated by the North Carolina Marine Fisheries Commission. 2.3 'Constai Area Management Act (CAMA) Areas of Environmental Concern Non-federal applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in the twenty (20) counties of Eastern North Carolina covered by the North Carolina. Coastal Area Management Act (LAMA) must also obtain the required CAMA permit. Development activities for non-federal projects may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office — 69 Darlington Avenue, Wilmington; NC 28403 or Washington Field Office — 2407 West 5th Street, Washington, NC 27889). 2.4 Barrier Islands Prior to the use ofany NWP on a barrier island of North Carolina, applicants must comply with Nationwide Permit General Condition 31 (PCN). 2,5 Mountain or Piedmont Bogs Prior'to the use of any NWP in a Bog classified by the North Carolina Wetland Assessment Methodology (NCWAM), applicants shall comply with Nationwide Permit General Condition 31 (PCN), The latest version of NCWAM is located on the NC DWQ web site at: http://portal.ncdenr.org-/wgb/wq/swp/ws/V-du/newam. . 2.6 Animal Waste Facilities Prior to use of any NWP for construction of animal waste facilities in waters of the US, including wetlands, applicants shall comply with Nationwide Permit General Condition 31 (PCN). 2.7 Trout Waters Prior to any discharge of dredge or fill material into streams or waterbcdies within the twenty- five (25) designated trout counties of North Carolina, the.dpplicant shall comply with Nationwide Permit General Condition 31 (PCN). The applicant shall also provide a copy of the notification to the appropriate NCWRC office to facilitate the determination of any potential 21 impacts to designated Trout Waters. Notification to the Corps of Engineers will include a . statement with the name of the NCWRC biologist contacted, the date of the notification, the location of work, a delineation of wetlands, a discussion of alternatives to working in the mountain trout waters, why alternatives were not selected, and,a plan to provide compensatory mitigation for all unavoidable adverse impacts.to mountain trout waters. NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 20830 Great Smoky Mtn. Ex resswa Ashe Mitchell Wilkes Waynesville, NC- 28786 Avery Stokes Swain Telephone: 828 452-2546 Burke Surry Transylvania Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, -NC 28786 Clay Macon Swain Telephone. 828 452-2546 Graham I Madison Transylvania Fax: (828) 452-7772 Ha wood I McDowell Yancey 3.0 List of Corps Regional Conditions for All Nationwide Permits The following conditions apply to all Nationwide Permits in the Wilmington District: 3.1 Limitation of Loss of Perennial Stream Bed NWPs may not be used for activities that may result in the loss or degradation of greater than 300 total Iinear feet of perennial, intermittent or ephemeral stream, unless the District Commander has waived the 300 liniear foot limit for ephemeral and intermittent streams on a case-by-case basis and he determines that the proposed activity will result in minimal individual and cumulative adverse impacts to the aquatic environment. Loss of stream includes the linear feet of stream bed that is filled, excavated, or flooded by the proposed activity. Waivers for the loss of ephemeral and intermittent streams must be in writing and documented by appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet threshold for NWPs. *NOTE: Applicants should utilize the most current methodology prescribed by Wilmington District to assess stream function and quality. Information can be found at: http•//www saw usace.arm .mil/wetlands/permits/nwp/nwp2012 (see "Quick Links") 22 3.2 Mitigation for Loss of Stream Bed For any NWP that results in a loss of more than 150 linear feet of perennial and/or ephemeral/intermittent stream, the applicant shall provide a mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts to the aquatic environment. For stream losses less than 150 linear feet, that require a PCN, the District Commander may determine, on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effect on the aquatic environment. 3.3 Pre -construction Notification for Loss of Streambed Exceeding 150 Feet; Prior to use of any NWP for any activity which impacts more than 150 total linear feet of perennial stream or ephemeral/ intermittent stream, the applicant must comply with Nationwide Permit General Condition 31 (PCN)•. This applies to NWPs that do not have specific notification requirements. If a NWP has specific notification requirements, the requirements of theNWP should be followed. 3.4 Restriction on Use of Live Concrete For all N)NTs which allow the use of concrete as a building material, live or fresh concrete, including bags of uncured concrete, may not come into contact with the water in or entering into waters of the US. Water inside coffer dams or casings that has been in contact with wet concrete shall only be returned to waters of the US when it is no longer poses a threat to aquatic organisms. 3.5 Requirements for Using Riprap for Bank -Stabilization For all NWPs that allow for the use of riprap material for bank stabilization, the following measures shall be applied: 3.5.1. Filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. 3.5.2. The placement of riprap shall be limited to the areas depicted on submitted work plan drawings. 3.5.3. The riprap material shall be clean and free from loose dirt or any pollutant except in trace quantities that would not have an adverse environmental effect. 3.5.4. It shall be of a size sufficient to prevent its movement from the authorized alignment by natural forces under normal conditions. 3.5.5. The riprap material shall consist of clean rock or masonry material such as, but not limited to; granite, marl, or broken concrete. 23 3.5.6. A waiver from the specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this Regional condition would result in greater adverse impacts to the aquatic environment. 3.6 Safe Passage Requirements for Culvert Placement.. . For all NWPs that involve the construction/installation of culverts, measures will be included in the .construction/installation that will promote the safe passage of fish and other aquatic organisms. The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert should be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. Spring flow should be.determined from gage data, if available. In the absence. of such data, bAnkfull flow can be usedas a comparable level.. . In the -twenty (20).counties of North Carolina designated as coastal counties by the Coastal Area Management Act (CAMA): All pipes/culverts must be sufficiently sized to allow for the burial .of the bottom of the pipe/culvert at least one foot below normal bed elevation when they are placed- within lacedwithin the Public Trust Area of Environmental Concern (AEC) and/or the Estuarine Waters AEC as designated by CAMA, and/or all streams appearing as blue lines on United States Geological Survey (USGS) 7.5 -minute quadrangle maps. . ....... . . UNO , In all other counties: Culverts greater than 48 inches in diameter will be buried at least one foot below.the- bed of the .stream.. _Culverts A8 -inches-.in.diameter- or -less. -shall -be buried or plaeed-oin - the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall be made to maintain the existing channel slope.. The bottom of the culvert must be placed at a 24 depth below the natural stream bottom to provide for passage during drought or low flow conditions. Culverts are to be designed and constructed in a manner that minimizes destabilization and head cutting. Destabilizing the channel and head cutting upstream should be considered and appropriate actions incorporated in the design and placement of the culvert. A waiver from the depth specifications in this condition may be requested in writing. The waiver will be issued if it.can be demonstrated that the proposal would result in the. least impacts to the aquatic environment. All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a manner that does not restrict the flow and circulation patterns of waters of the United States. Culverts placed across wetland fills purely for the purposes of equalizing surface water do not r have to be buried.* 3.7 Notification to NCDENR Shellfish Sanitation Section Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or removing sediment from an area closed to shell fishing where the effluent may be released to an area open for shell fishing or swimming in order to avoid contamination from the disposal area and cause a temporary shellfish closure to be made. Such not shall also be provided to the appropriate Corps of Engineers Regulatory Field Office.A Any disposal of sand to the ocean beach should occur between November 1 and April 30 when recreational usage is low. Only clean sand should be used and no dredged sand from closed shell fishing areas may be used. if beach disposal were to occur at times other than stated above or if sand from a closed shell fishing area is to be used, a swimming advisory shall be posted, and a press release shall be issued by the permittee. 3.8 Preservation of Submerged Aquatic Vegetation Adverse impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP within any of the twenty coastal counti6 defined by North Carolina's Coastal Area Management Act of 1974 (CAMA). 3.9 Sedimentation and Erosion Control Structures_ and Measures 3.9.1. All PCNs will identify and describe sedimentation and.erosion control structures and measures proposed for placement in waters of the US. The structures and measures should be depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams. R, 4.0 Additional Regional Conditions for Specific Nationwide Permits 4.1 NWP #29 -Residential Developments. 4.1.1. Discharges in wetlands and in perennial streams for stormwater management facilities are prohibited under this NWP. 4.1.2. Single-family recreational facilities are not authorized by this NWP. Recreational facilities that are incorporated into serving an entire residential development can be authorized by this NWP. 4.1.3. Discharges of dredged or fill material into waters of the US, including wetlands, within the floodway* resulting in permanent above -grade fills are not authorized by. this NWP. . *NOTE: Floodway-The area designated and/or regulated by Federal, state, or local requirements to provide for the discharge of the base flood so the cumulative increase in water surface elevation is no more than a designated height identified by the regulating entity within the 100 - year floodplain. 4.1.4. Discharges of dredged or fill material into waters of the US, including wetlands, within the mapped FEMA 100 -year floodplain resulting in permanent above -grade fills are not authorized by this NWP. 4.1.5. This NWP may not be used to authorize the discharges of dredged or fill material into waters of the United States that have been identified or designated by the State of North Carolina as: Outstanding Resource Waters High Quality Waters Coastal Wetlands as defused by North Carolina's Coastal Area Management Act Wetlands adjacent to these waters 4.1.6. If riprap stabilization is needed, it should be placed only on the stream banks, or, if it. is necessary'to be placed in the stream bed, the finished top elevation of the riprap should not exceed that of the original stream bed. 26 ATED NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman Governor Director Secretary November 1, 2012 DWQ# 07-2082 V2 Mecklenburg County Mr. Dave Ransenberg 11121 Carmel Commons Blvd., Ste. 350 Charlotte, NC 28226 Subject: Hwy 29 Project (Arwen Vista Apartments) APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Ransenberg: You have our approval, in accordance with the attached conditions and those listed below, to impact 290 linear feet (If) of unnamed stream to Mallard Creek in order to develop the site in Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ) on October 3, 2012. This 401 Certification replaces the original 401 Certification for this project that was issued on January 30, 2008, and has since expired. After reviewing your application, we have determined that this project is covered by Water Quality General Certification Number 3890, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. The above noted Certification will expire when the associated 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us in writing, and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter-, and is thereby responsible for complying with all conditions. In addition to the requirements of the certification, you must also comply with the following conditions: 1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas has commenced. 2. Culverts placed in streams/wetlands shall be installed "in the dry". Immediately upon completion of the installation, water flow shall be returned to its natural course. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained (or restored via constructed benches) above and below locations of each culvert. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re -installed correctly. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807.6492 InterneC www.nmateraualitv.ora An Equal Opportunity 1 A�,fiirmative Action, Employer One NofthCarolina Natitrullm. Page Two 3. Mitigation must be provided for the proposed impacts as specified in the table below. We understand that you wish to make a payment to the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until the EEP receives and clears your check (made payable to: DENR — Ecosystem Enhancement Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted at (919) 733-5205 if you have any questions concerning payment into a restoration fund. You have 60 days from the date of this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes payment to the EEP to meet the following compensatory mitigation requirement: 4. Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the streambed, unless approved by the DWQ. 5. Storm water discharge structures at this site shall be constructed in a manner such that the potential receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion of the stream banks. 6. A final, written storm water management plan (including a signed and notarized Operation and Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604y) within 60 days of the issuance of the 401 Water Quality Certification. The storm water management plans shall be approved in writing by this Office (before the impacts specified in this Certification occur. You have the option of using the Express Review Program for expedited approval of these plans. If you propose to use the Express Review Program, remember to include the appropriate fee with the plan. The storm water management plan must include construction plans, specifications, storm water BMP worksheets, and supporting calculations. The storm water best management practices are required to be appropriate for the surface water classification and designed to remove at least 85% TSS according to the most recent version of the NC DENR Storm water Best Management Practices Manual. These facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the storm water management plan (as approved by this Office) shall be implemented. The structural storm water practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural storm water practices shall be made without written authorization from the Division of Water Quality. 7. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notification application. All construction activities associated with this project shall meet, and/or exceed, those requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no violations of state water quality standards, statutes, or rules occur. 8. 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 within two months of the date the Division of Land Resources has released the project. Compensatory Mitigation Required River and Sub -basin Number Stream 290 feet Yadkin 3040105 Wetlands acres Waters acres 4. Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the streambed, unless approved by the DWQ. 5. Storm water discharge structures at this site shall be constructed in a manner such that the potential receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion of the stream banks. 6. A final, written storm water management plan (including a signed and notarized Operation and Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604y) within 60 days of the issuance of the 401 Water Quality Certification. The storm water management plans shall be approved in writing by this Office (before the impacts specified in this Certification occur. You have the option of using the Express Review Program for expedited approval of these plans. If you propose to use the Express Review Program, remember to include the appropriate fee with the plan. The storm water management plan must include construction plans, specifications, storm water BMP worksheets, and supporting calculations. The storm water best management practices are required to be appropriate for the surface water classification and designed to remove at least 85% TSS according to the most recent version of the NC DENR Storm water Best Management Practices Manual. These facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the storm water management plan (as approved by this Office) shall be implemented. The structural storm water practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural storm water practices shall be made without written authorization from the Division of Water Quality. 7. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notification application. All construction activities associated with this project shall meet, and/or exceed, those requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no violations of state water quality standards, statutes, or rules occur. 8. 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 within two months of the date the Division of Land Resources has released the project. Page Three 9. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of Completion" form to the 40IMetlands Unit of the NC Division of Water Quality. Please send photographs of the upstream and downstream sides of each culvert site to document correct installation, along with the Certificate of Completion form. 10. Continuing Compliance. The applicant (Gateway Communities, LLC; Dave Ransenberg) shall conduct all activities in a manner so as not to contravene any state water quality standard (including any requirements for compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are not being met (including the 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, DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Mr. Michael Burkhard in the Mooresville Regional Office at 704-663-1699 or Ms. Karen Higgins in the Central Office in Raleigh 919-733-9721. ;,Sincerely, for Chuck Wakild Attachment: Certificate of Completion Form cc: Army Corps of Engineers, Asheville Karen Higgins, Wetlands Unit George Buchholz, John R McAdams Co., 2905 Meridian Pkwy., Durham 27713. Central Files Water Quality Certification No. 3890 GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES) 29 (RESIDENTIAL DEVELOPMENT), 39 (COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS), 41 (RESHAPING EXISTING DRAINAGE DITCHES)42 (RECREATIONAL FACILITIES), _44 (MINING ACTIVITIES) AND 46 (DISCHARGES IN DITCHES), AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) Water Quality Certification Number 3890 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 02H .0500 and 15A NCAC 026 .0200 for the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not a part of the surface tributary system to interstate waters or navigable waters of the United States as described in 33 CFR 330 Appendix A (B) (18, 29, 39, 41, 42, 44, and 46) of the Corps of Engineers regulations and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 02B .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. Activities meeting any one (1) of the following thresholds or circumstances require written approval for a 401 Water Quality Certification from the Division of Water Quality (the "Division' ): a. Any impacts to streams involving excavation or dredging; or b. Total stream impacts within the project boundaries equal to or greater than 150 linear feet of stream, including temporary and/or permanent impacts; or c. Any stream relocation; or d. Any impact associated with a high density project (as defined in Item (A)(iv) of the 401 Stormwater Requirements) that is not subject to either a state stormwater program.(such as, but not limited to, Coastal Counties, HQW, ORW or state -implemented Phase II NPDES) or a certified community's stormwater program; or e. Temporary or permanent impacts equal to or greater than one-tenth (1 /10) acre of wetlands or open waters; or f. Any impacts to wetlands adjacent to waters designated as: ORW, SA, WS -I, WS -ll, or Trout, or wetlands contiguous to waters designated as a North Carolina or National Wild and Scenic River; or g. Any impacts to coastal wetlands [15A NCAC 07H .0205)], or Unique Wetlands (UWL) [15A NCAC 02H .0506]; or h. Any impact associated with a Notice of Violation or an enforcement action for violation(s) of DWQ Wetland Rulers (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200); or i. Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) unless the activities are listed as "EXEMPT" from these rules or a Buffer Authorization Certificate is issued through N.C. Division of Coastal Management (DCM) delegation for "ALLOWABLE" activities. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401 Water Quality General 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. Water Quality Certification No. 3890 Water Quality Certification No. 3890 Activities included in this General Certification that do not meet one of the thresholds listed above do not require written approval from the Division as long as they comply with the Conditions of Certification listed below. If any of these Conditions cannot be met, then written approval from the Division is required. Conditions of Certification: 1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use of this Certification No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification, as authorized in the written approval from the Division or beyond the thresholds established for use of this Certification without written authorization, 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, Approved plans and specifications for this project are incorporated by reference and are enforceable parts of this permit. 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 and if applicable, comply with the specific conditions and requirements of the NPDES Construction Stormwater Permit issued to the site'. 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 (PNAs), SA, WS -1, WS -II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sedimentation and erosion control designs must comply with the requirements set forth in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds. Water Quality Certification No. 3890 Water Quality Certification No. 3890 3. No Sediment and Erosion Control Measures in Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters. Exceptions to this condition require application submittal to and written approval by the Division. If placement of sediment and erosion contro! devic--s in wetlands and waters is unavoidable, then design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks, adjacent to or upstream and downstream 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 (DLR) or locally delegated program has released the specific area within the project. 4. Construction Stormwater Permit NCG010000 An NPDES Construction Stormwater Permit is required for construction projects that disturb one (1) or more acres of land. This'Permit allows stormwater to be discharged during land disturbing construction activities as stipulated in the conditions of the permit. If your project is covered by this permit, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record keeping and reporting requirements is required. A copy of the general permit (NCG010000), inspection log sheets, and other information may be found at http://portal.hcdenr.org/web/wq/ws/su/npdessw#.tab-w . The North Carolina Department of Transportation (NCDOT) shall be required to be in full compliance with the conditions related to construction activitiesr within the most recent version of their individual NPDES (NCS000250) stormwater permit. 5. Construction Moratoriums and Coordination If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish spawning, or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. 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 lessen impacts on trout, anadromous fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. Work within the twerty-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. 6. Work in the Dry All work in or adjacent to stream waters shall be conducted so that the flowing stream does not come in contact with the disturbed 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. Exceptions to this condition require application submittal to and written approval by the Division. Water Quality Certification No. 3890 Water Quality Certification No. 3899 7. Riparian Area Protection (Buffer) Rules Activities located in the protected riparian areas (whether jurisdictional wetlands or not), within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259, .0243, .0250, .0267 and .0605, 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. If concrete is used during the construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state due to the potential for elevated pH and possible aquatic life/ fish kills. 9. Bridge deck drains shall not discharge directly into the stream. Storrnwater shall be directed across the bridge and pre-treated through site -appropriate means (grassed swales, pre- formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the most current version of Stormwater Best Management Practices. Exceptions to this condition require written approval by the Division. 10. Compensatory Mitigation In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for losses of equal to or greater than 150 linear feet of streams (intermittent and perennial) and/or equal to or greater than one (1) acre of wetlands. For linear public transportation projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation. Buffer mitigation may be required for any project with Buffer Rules in effect at the time of application for activities classified as "Allowable with Mitigation" or "Prohibited" within the Table of Uses. A determination of buffer, wetland, and stream mitigation requirements shall be made for any General Water Quality Certification for this Nationwide and/or Regional General Permit. 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 to the Division for written approval as required in those protocols. The mitigation plan must be implemented and/or constructed before any impacts occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a mitigation bank. In these cases, proof of payment shall be provided to the Division before any impacts occur on site. Water Quality Certification No. 3890 Water Quality Certification No. 3890 11. 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 appropriate erosion control matting materials and seedling establishment is allowable, however matting that incorporates plastic mesh and/or plastic twine shall not be used in wetlands, riparian buffers or floodplains as recommended by the North Carolina Sediment and Erosion Control Manual. 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; however, 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 may be used as compensatory mitigation for the impacts resulting from the relocation. 12. Stormwater Management Plan Requirements All applications shall address stormwater management throughout the entire project area per the 401 Stormwater Requirements, referenced herein as "Attachment A" at the end of this Certification 13. Placement of Culverts and Other Structures in Waters and Wetlands Culverts required for this project shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Placement of culverts and other structures in waters and streams must be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent'of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/ connectivity has been provided when possible (rock ladders, crossvenes, etc). Notification to the Division including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations shall be provided to the Division 60 days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required provided that there is sufficient documentation of the presence of bedrock. Notification to the Division Including supporting documentation such as, but not limited to, a location map of the culvert, geotechnical reports, photographs, etc shall be provided to the Division a minimum of 60 days prior to the installation of the culvert. If bedrock is discovered during construction, then the Division shall be notified by phone or email within 24 hours of discovery. If other site-specific topographic constraints preclude the ability to bury the culverts as described above and/or it can be demonstrated that burying the culvert would result in destabilization of the channel, then exceptions to this condition require application submittal to, and written approval by, the Division of Water Quality, regardless of the total impacts to streams or wetlands from the project. Water Quality Certification No. 3890 Water Quality Certification No. 3890 Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. Additionally, when roadways, causeways, or other fill projects are constructed across FEMA -designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction, of the floodway that may result in destabilization of streams or wetlands. The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable instead of riprap or other bank hardening methods. 14. All temporary fill and culverts shall be removed and the impacted area returned to natural conditions within 60 days of the determination that the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile, and the various sites shall be stabilized with natural woody vegetation (except for the approved maintenance areas) and restored to prevent erosion. 15. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow or cause dis-equilibrium during use of this General Certification. 16. Any riprap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream elevation and streambank contours are restored and maintained, Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area. 17. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to be carried off by wave, current action, or stream flows and consist of clean rock or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for velocity control and to ensure structural integrity of bank stabilization measures. 18. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas including riparian buffers, but is restricted to no closer than 10 feet from top of bank of streams. Any fertilizer application must comply with all other Federal, State and Local regulations. 19. If this Water Quality Certification is used to access building sites, then all lots owned by the applicant must be buildable without additional impacts to streams or wetlands. The applicant is required to provide evidence that the lots are buildable without requiring additional impacts to wetlands, waters, or buffers if required to do so in writing by the Division. For road construction purposes, this Certification shall only be utilized from natural high ground to natural high ground. 20. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters, and protective buffers within the project boundaries in order to assure compliance for future wetland, water, and buffer impact. These mechanisms shall be put in place at the time of recording of the property or of individual lots whichever is appropriate. A sample deed notification can be downloaded from the 401/ Wetlands Unit web site at http://portal ncdenr.orq/web/wq/swp/ws/401/certsandpermitslap�ly/forms. The text of the sample deed notification may be modified as appropriate to suit to a specific project. Documentation of deed notifications shall be provided to the Division upon request. Water Quality Certification No. 3890 Water Quality Certification No. 3890 21. If an environmental document is required under the National or State Environmental Policy Act (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. 22. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted to determine if Coastal Stormwater Regulations will be required. 23. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or Local approvals. 24. 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. 25. 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. 26. Additional site-specific conditions, including monitoring and/or modeling requirements, may be added to the written approval letter for projects proposed under this Water Quality Certification in order to ensure compliance with all applicable water quality and effluent standards. 27. This certification grants permission to the director, an authorized representative of the Director, or DENR staff, upon the presentation of proper credentials, to enter the property during normal business hours. This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide and/or Regional General Permit. 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. Non-compliance with or violation of the conditions herein set forth by a specific 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. Water Quality Certification No. 3890 Water Quality Certification No. 3800 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 Dr:ts,on of Water Quality. Effective date: March 19, 2012 DIVISION OF WATER QUALITY By Charles Wakild, P. E. Director History Note: Water Quality Certification (WQC) Number 3890 issued March 19, 2012 replaces WQC Number 3821 issued April 6, 2010; WQC Number 3631 issued March 19, 2007; WQC 3402 issued March, 2003; WQC Number 3362, issued March 18, 2002; WQC 3287, issued June 1, 2000; WQCs 3106 and 3108 issued February 11, 1997. This Water Quality Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding Nationwide or Regional Genual Permits and/or when deemed appropriate by the Director of the Division of Water Quality. Water Quality Certification No. 3890 Water duality Certification No. 3890 Attachment A: 401 Stormwater Requirements The requirements listed below shall be implemented in order to comply with Condition 12 of this General Certification. For the North Carolina Department of Transportation, compliance with NCDOT's Individual NPDES permit NCS000250 shall serve to satisfy the 401 and Isolated Wetland Stormwater Requirements.I A. Design and Implementation Requirements. All projects, regardless of project area, amount of built -upon area or amount of jurisdictional impact, shall meet the following stormwater design requirements: i. Non -Erosive Discharge to Streams and Wetlands. Stormwater conveyances that discharge to streams and wetlands must discharge at a non-erosive velocityprior to entering the stream or wetland during the peak flow from the ten-year storm. ii. Vegetated Setbacks. A 30 -foot wide vegetated setback must be maintained adjacent to streams, rivers and tidal waters in areas that are not subject to a state Riparian Area Protection Rule or other more stringent vegetated setback requirements. The width of the setback shall be measured horizontally from the normal pool elevation of impounded structures, the top -of -bank of streams and rivers, and the mean high waterline of tidal waters, perpendicular to shoreline. Vegetated setback and filters required by state rules or local governments may be met concurrently with this requirement and may contain coastal, isolated or 404 jurisdictional wetlands. Non -jurisdictional portions of the vegetated setback may be cleared and graded, but must be planted with and maintained in grass or other vegetative or plant material.3 iii. Construction and Operation. The stormwater management plan must be constructed and operational before any permanent building or other structure is occupied or utilized at the site. The stormwater management plan, including drainage patterns, must be maintained in perpetuity.' iv. Coordination with Other Stormwater Programs. Projects that are subject to another Division of Water Quality (DWQ) stormwater program, including (but not limited to) the 20 Coastal Counties, HQW, ORW or state -implemented Phase II NPDES, or a Certified Community's stormwater management program, must be constructed and maintained in compliance with the approved stormwater management plan.5 v. Stormwater Design Requirements for Projects Not Covered Under Item (iv). Projects that are not subject to another DWQ stormwater program or a Certified Community's stormwater program shall meet all of the following requirements: a. Low Density. A site is low density if all the following requirements are met: 1. The development has a built upon area of twenty-four percent (24%) or less, considering both current and future development. When determining the amount of built upon area, coastal wetlands shall be included; however, ponds, lakes and rivers as specified in North Carolina's Schedule of Classifications shall be excluded. If a portion of project has a density greater than 24%, the higher density area must be located in an upland area and away from surface waters and drainageways to the maximum extent practicable.6 2. All stormwater runoff from the built upon areas is transported primarily via vegetated conveyances designed in accordance with the most recent version of the NC DWQ Stormwater Best Management Practices Manual. Alternative designs may be approved if the applicant can show that the design provides Water Quality Certification No. 3890 Water Quality Certification No. 3800 equal or better water quality protection than the practices specified in the manual. The project must not include a stormwater collection system (such as piped conveyances) as defined in 15A NCAC 02B .0202(60).7 b. High Density. Projects that do not meet the Low Density requirements shall meet the following requirements: 1. Stormwater runoff from the entire site must be treated by structural stormwater controls (BMPs) that are designed to remove eighty-five percent (85%) of the average annual amount of Total Suspended Solids (TSS). Stormwater runoff that drains directly to Nutrient Sensitive Waters (NSW) must also be treated to remove thirty percent (30%) of Total Nitrogen (TN) and Total Phosphorus (TP).8 2. All BMPs must be designed in accordance with the version of the NC DWQ Stormwater Best Management Practices Manual that is in place on the date of stormwater management plan submittal. Alternative designs may be approved if the applicant can show that the design provides equal or better, water quality protection than the practices specified in the manual. 3. DWQ may add specific stormwater management requirements on a case-by- case basis in order to ensure that a proposed activity will not violate water quality standards.10 4. DWQ may approve Low Impact Developments (LIDS) that meet the guidance set forth in the Low impact Development: A Guidebook for North Carolina." 5. Proposed new development undertaken by a local government solely as a public road project shall follow the requirements of the NC DOT BMP Toolbox rather than Items (1)-(4) above. 12 B. Submittal Requirements. The submittal requirements listed below apply only to projects that require written authorization as indicated in the applicable General Certification as well as projects that require an Isolated Wetlands Permit. Any required documentation shall be sent to the Wetlands, Buffers and Stormwater Compliance and Permitting Unit at 1650 Mail Service Center, Raleigh, NC 27699-1650. i. Projects that are Subject to Another DWQ Stormwater Program: If the project is subject to another DWQ stormwater program, such as the 20 Coastal Counties, HQW, ORW or state -implemented Phase II NPDES, then the applicant shall submit a copy of the stormwater approval letter before any impacts occur on site. 13 ii Projects that. are Subject to a Certified Community's Stormwater Program. If the project is subject to a certified local government's stormwater program, then the applicant shall submit one set of approved stormwater management plan details and calculations with documentation of the local government's approval before any impacts occur on site. iii. Projects Not Covered Under Items (i) or (ii). If the project is not subject to another DWQ Stormwater Program or a Certified Community's stormwater program, then it shall be reviewed and approved by the DWQ through the Water Quality Certification authorization process. a. Low Density. For low density projects, the applicant shall submit two copies of the DWQ Low Density Supplement Form with all required items. Water Quality Certification No. 3890 10 Watar Quality Certification No. 3890 b. High Density. For high density projects, the applicant shall submit two copies of a DWQ BMP Supplement Form and all required items at the specified scales for each BMP that is proposed.13 iv. Phasing. Stormwater management plans may be phased on a case-by-case basis, with the submittal of a final stormwater management plan per Items (i) -(iii) above required for the current phase and a conceptual stormwater management plan for the future phase(s). The stormwater management plan for each future phase must be approved by the appropriate entity before construction of that phase is commenced. The approved stormwater management plan for each•future phase must be constructed and operational before any ° permanent building or other structure associated with that phase is occupied. v. Stormwater Management Plan Modifications. The stormwater management plan may not be modified without prior written authorization from the entity that approved the plan. If the project is within a Certified Community, then the applicant shall submit one set of approved stormwater management plan details anc, calculations with documentation of the local government's approval for record-keeping purposes. If the project is subject to DWQ review, then the applicant shall submit two copies of the appropriate Supplement Forms per Item (iii) above for any BMPs that have been modified for DWQ's review and approval.ls 1 The stormwater requirement for 401 applications is codified in 15A NCAC 02H .0506(b)(5) and (c)(5). 2 Non erosive discharge rates are required in SL 2008-211§2(b)(1). The 10 -year design storm standard is codified in 15A NCAC 02H .1008(f)(2) and .1008(g)(1). 15A NCAC 3 30 -foot vegetated setbacks are required in SL 2006-246§9(d), SL 2008-211 §2(b), 02H .1006(2)(c) and .1007(1)(a). 4 Construction and maintenance of the stormwater plan is necessary to satisfy 15A NCAC 02H .0506(b)(5). 5 Conveys application procedure to streamline the permitting process and reduce any unnecessary duplication in the review of stormwater management plans. 5 Low density built upon area thresholds are set in SL 2006-246§9(c) and SL 2008-211 §2(b). The requirement for low density development to use vegetated conveyances is codified in SL 2006-246§9(c), SL 2008-211§2(b), 15A NCAC 02H .1006(2)(b) and .1007(1)(a). The stormwater BMP Manual is also referenced in 15A NCAC 02B .0265(3)(a) rind .0277(4)(e). a 85% TSS removal is required in SL 2006-246§9(d), SL 2008-21'1§2(b), 15A NCAC 02H .1006(2)(c), 15A NCAC 02H .1007(1)(a): The 30% TN and TP removal requirements for NSW waters are set forth in 15A NCAC 026 .0232, 15A NCAC 02B .0257(a)(1), 15A NCAC 02B .0265(3)(a) and 15A NCAC 02B .0277(4). 9 The Stormwater BMP Manual is also referenced in 15A NCAC 02B .0265(3)(a) and .0277(4)(e). 10 The requirement for DWQ to ensure that water quality standards are protected before issuing a 401 certification is codified in 15A NCAC 02H .0506- 11 The LID Toolbox is also referenced in 15A NCAC 02B .0277(4)(g). 12 The term "public road project" is defined in15A NCAC 02B .0265(3)(a). 13 Conveys application procedure to streamline the permitting process. 14 Phased development is addressed as a "common plan of development" in 15A NCAC 02H .1003(3). 15 Procedures for modifying stormwater plans are set forth in 15A NCAC 02H .1011. Water Quality Certification No. 3890 11 Amount: $71,050.00 Sequence Number: 1492392160 Account: 685838664 Capture Date: 04/02/2008 Bank Number: 05300019 Check Number: 18509 18509 GATEWAY HOMES, LLC D & D HOMES, LLC BANK OF AMERICA 11121 CARMEL COMMONS BLVD., SUITE S50 02992 NC CHARLOTTE, NO 28226 66-19-530 . PHONE (704) 752.6550 PAY' Seventy-one Thousand, Fifty Dollars and 00 cents. ATE AMOUNT Mar. 14, 2008 ****$71,050.00 TO THE NCEEP OFDER 1652 Mail Service Center Raleigh, NC 27699-1652 111011350q," •'1:0 5 3000 1g61: 0006858 386841' Z -t ZoC az D--1 N m ZC�DO m 0 ;{{ W �jm_<�ny0y Np;U6)2 Xmmm C Tri m m O� v .. 1 1. t .A Electronic Endorsements: Date Sequence Bank # Endrs Type TRN RRC Bank Name 04/02/2008 001492392160 111012822 Undetermined N BANK OF AMERICA, NA 04/02/2008 000000153799420 63107513 Rtn Loc/BOFD Y WELLS FARGO BANK, NA B s r a m o V ;, m I ����������������������������������������������������� . __-______11_1_,__ �wii I ­­­­­­­­ ,­­­­­ I I I I I I I I I __ 11111 :iiiiiiiiiiiiiiii 111I111 __­ � I -11 11 ------- N "t � � \3* P.C.C.O. NOTE: PROJECT IS NOT SUBJECT TO CITY I FIE , .1 qP.ADING LEGEND r-4 I ­ ......... �l,...'��--­ Y � '. C4 -"- ----OF-..-CHARLOTT ��, - . / , � ... __E POST CONSTRUCTION CONTROLS I I 1, ""I,, I 00 � I ,�, ,�' . 0 ORDINANCE PER ­SECT11ON 1.5 (A)(1) OF .­Z�:. - , --­ % . i / �.,, I i�) cl , ­ - . - , Vi , I � , . , �- N, �, �� .4 Qiii;I , . . _�z �', M%` ­i .I Cjj FLARED END SECTION 0 i it I., N"l " 'i ADMINISTRATIVE MANUAL. PROJECT SUBMITTED , � ,­ -_,-zz­l=, , It, , , 1, , . _l,�_ -0, � I .- . ..... 'Ill \'l ­'�­,�� ,// _",� 04 z � " I / ." STORM SERVICE LINE 0.4 r1e, AND ACCEPTED FOR REVIEW AUGUST 17, 2007. - _:,-:::-"t�. ii� ij�i�i, i , — � � _'. — � � ,t=,%z -, ­_`� . ,ii , ­ ­­ tf � I li, i I' i�"l :%"_�i, I I MY .1 , ll�� � , ,tv,��, I , -1 ,,, 01, - �' '' , , .., - � I", ,::, , ."w, � it, I � t ..:-, - , i , '. "i, ,,,, , am CATCH BASIN � ­_ 1: , I- _- , , v, k." ,,,, 'i""t'll,"i ._,� 4) r.4 � 11, 1, 1z � � , , -4 .. biO . . �� , Ill '. . ROOF DRAIN, 8- ADS -� �,­ - -i " i �%\ titl%', , / RD—RD—Ill 0 ALL STORM WATER SHALL BE TREATED TO 85% . _ " ,_, 11 i � li�i 11i , ii i�, , ­ — , , __ , i � "' , , , - ,/ � � _", NON 0 1:� �\lil% ,��,,�,,�z:�: ­-� � - - - _ __ 11 - - lli�\l%iili�%itt -PERFORATED TUBING OR - ___­'�:. , , - ". 16 D17IONS OF THE 401 1. I ­ . _­­, , , N` ,� . __­ N DROP INLET - r, 0 0 blic 1-lN! ,%ki0i `\i,�-,,,�":�,_­�: , I 11 , �� , .\�\ I - _-11 , - 'i I -, "z 0 0 - - ,_1 &` "I . � 11, ,,, __��­",-, ....... ....... I � 7-- _� .. � \i i i", I EQUAL 1.0% MIN. SLOPE 3' MIN, - x 1. 1 � - _ . I _ � All I ­ .i,\\ ""'t, ­_ �, ARWEN WATER QUALITY CERTIFICATION. ALL CONSTRUCTION I __-'_'1- '. "N', I %,­,,�,, I 1� -:� �:­­.. � . ."". , ,.:�'._' ___ � . � ...-, � I_, - I � ­­,� � 11 Ilill I VISTA � ­­­ ­. , � t,,,,,, , N% ­­ ­ -,- �-- � 40 IN AD .,:-,I - .. _�= ... I ­ _ i In STORM SERVICE INLET I _ I'- , , ! % , - " . ­: ,N,--- � ... ... �� " � .... all " " SHALL SHALL BE COMPLETED IN ACCORDANCE WTH _�_ 4-' 7 �k" ..... - - I , '. _­­ il '� - "I'll., � , I � "' � � 1\ , -�"'­ I _ __:� ­�'��:,:� -, I � 9:1 'i 911le PHASE 2 �_i�' ­ . ...... �� X I _ -,,� 'i " It `,_ _ � � x.,. � i- 9 ....... ... � " . I � ._"�, � � 'Ir �K � � � . :\& ,::,: - I "I' .- .ri . � I - __ I 1. � IiiiiiiiiiiiI I ­ __­�Z_.� s, �\, - ',xN -�­,' ­-::�-­ -­­_Z.�­. THE 401 WATER QUALITY CERTIFICATION. _� -_ ` , � � lilli li�,iZ�- ­­,­� "":"," ­� � � . ti I , ­_ _� * STORM SERIIACE ROOF -DRAIN is 0 "'ill, :'';, __ . 'till , � �� OO , \ � , .. C - " - , -Q-- ­­ ��iil\ ","', , 11 " ... 11 ­ -1 -Z\ "" ,11 I . _ �, ­ � . � , - . , � I " ­__ I I , I " ". � 11 ARIMEN I I I,-., - _ , 1-7-1 � 7 � , , " - - I ­ - � _'. I _TP —TP —71s — 0 _" z VISTA - I , N, � -::, ­', \ .... . "I 1, 1, � . TREE PROTECTION ___ ­ - � tz ­ ­\, ,i, I" , " 1, ;4 qj olb 'I � - 1. STORM , , " -, ,'11,1�1 - � ", PHASE I i - -1 .1 J y i e i- . ,\ _ " , � " 1. / - 11 � 1100 Till 11 77 _,-�­ : - �i.< j , , P I w -A I '. , ,it \ , ­ \ � lllf� x , . , ll�t­, , � � �� , , . � I �_157rvp! __ 74 � , . , \ , �:� . � ��,,, ii ,,, � ... 11 ''I 0 , 20 ..... . .. lWATER WATIN, I � I - 1 \ "\ ,.� ��,, ', �, \`, �, I \ , � , i- . � .... . I ii� I 0 STORM MANHOLE LD —LD LIMITS OF DISTURBANCE "i IZ � ` , ,� , � � ' `i:\\N�itN­ , . tl­�l ­­ -i, ,.,� � ' - - 'k( , , , , . �N, , i,<1 , RE lF _.. I, 5- /tj lit � ,1 \�it , �, , , ,<, N� "I I " BMP Inset Yale* FAIR Inset Table I tT AM WATU 4 �, - � , --lWik j \_\__ � " I 1\ '_ '_��, I �, ,,�,11�� � I .", I L�', ...­ . 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I � ,� � I � - z t% ..... . `N� ­ 11�lll 11 �` I -, , 1A -1 - 7, - . 4DE YARD: 10' , " " - \ ii A ,,, - ­ .j �- k \ ­ � � , A � , , I G, ,� till, I ,il \ , I - x . ii ; i , ,­ i % 11 I I )�, � , , .. � � ,­ il � -,:1 �\ I v , , � � . 1- i .EAR YARD- 50 1 11 " ,\ " k, ,� � ��; � , l� : \ � I . \,001 F ­ ­ 1� I *,--A' I 11 - , r ?� � I . - ", I 1�1-. 0% - � " �, IA)QMUM BUILDING HEIGIll I I 12 , 111. � � AF � It. 1, it i Xtl, � \ I i , _ _ie � , 11 NISIX`�\ I- 40' - � x ­ ..... . . 1 _­� , 2 ­ � �� � �x i. k � \ ___.. \ ., 1. \ . i I I � . � ,� � ., � ­­_. I I -i RA_RT � ,.j ;l "i � ,.'_�� ,-. � I ROPOSED BUILDING HEIGHT' RIES I , � sift""," , , � ","t- '\ "i � I i f., � � ­., '. (/) z , � I -, " � ,­ . I . � x � 11, . '­ -\ '. i � \k � I -,­,�- ill '. . � , �� ::�:� ...... � to ` 381 1 71, , I . I / _. � �, � '� � I I 11\ � W "lls IINIMUM PARKING SPACES: ­­,­­­­­­ ill - , R,g i , -, -- -,"'i I" i,, , 1."", I . I � / � I �� � I I- "", "' -- , - i-- "', 'ROVIDED PARKING SPACES: � A " 1, . I � ,�, I . N � � .. , I � 473 � 7 I il '�',,,':' I I - I I 't a � --1\,S_ � , ? LL Lj lill ""t, � x, ­Pifi -11 ig '. � *; .__ ..... ___ ­­ ............... ­­­­­ ---1-1-1 11 ,,, 1i .7 " � � 1 44. 1 , , " . 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'I / Z Z IROVIDED BICYCLE SPACES: 20 "'----- ­­ .... ­ ­­ -ii ��/ l --..I,..-. I , �, i i- -1, (D - I �_`-`- E:�-&/;,l % I ,� � ­ AREA = 20.5 ± AC. IIN. BUILDING SEPARATION: 16' I - � . ) i I I , � . I Ill , , ..... - ­­ ... ..... ..... _­­ -11 I—— ....... - - ----- ammuls -.000 I PUBLIC STREET - 1i (��,�i� , 14\ \�. %, � I i ---1 ISTING IMPERVIOUS AREA: � I K f, � � _, �. i - , Ilp , I I 10- ..) 4;j's, -15, C-16 � --i � '', - � , �, — --* I :D SEE SHEET C � .1 J_ ­� . il ,;-i ,_ if KUMARA ROAD 1OW IMPERVIOUS AREA: ­\ . , - ­ . I � 0.35 AC. 'L ,­� �, ­ I �, I �K - i , i I �ft- � -�i i i f PRIVATE STREET 4TE IMPERVIOUS AREA: 6.93 AC. , 11 ". "I 2 1 z _�- ­ . �l�,, � , ,�. � .­ i. *OW DEDICATION AREA: " =7l� 77�-.­ x-i�� � 1. iq­ i t i , i i � i 1.85 AC. �� - 7 N -i ... � � . il . - _ `ii_ I _... - � . _�­_� .. _'.. , 'fil ,;;k 1, IET SITE AREA. 44.12 AC. .-F \ ", _'�' �� :1::!:.x. .. � -- ­ .1. � "'; '� I I OP V N I i , At 0% , - " , --::,: .: .. .1 �,.�_.��!��', 1 � � � , � . , � 11 i " �� , M Im ... ... CTI .�. �:. �, ­ - �1 � . _- .. 1 2 1 JINIMUM OPEN SPACE jx), , " ­ -il `_`�:_­ !::� ... .... . K_ .,. .­ ­: �� ­ ". . ­ -1 � Mll - , i "1111,4\1", I , ,:i-,,,�-,,,: .. 11- ­ ___ - ---- ---- - - - - -- - --------------- --- - - Joiftlk v j ­ 11 � ­ . I 11 �, ­­­­ � --1. ­ ­.. ­ -1i ,� '� , � I �, ­­_­ ­­_­ ... . %ftw- �, ,_ ROVIDED OPEN SPACE Q9 I'll, 1'', " 65.1% 77 ..... 7 ­­,_ DEAD END STREET BARRICADE PER CLDSV , " ,:, /I _11_-.-:-__-1_,--1, 1. ­�­ ... ­ I S� 'rwi I'll �", \ \1 I � , C�11 \ ill, .... � W 2 , , , " -, : _­_, ,- ­,Ni"�N�iN,l,� - - -, % , ", I i, \ , N 1� SITE NOTES: _00 I " .... _ I � 50.07A/B SEE DETAIL. � � . 14, I . I... 4, ,,-i: ___ -1 _� '' ­ � I ­­ . �. ­_ . N, � ;��-_ N\ , . I ;N� ;;,4 I", 11 ... �� u w -i � ­­_ , � � � .1 ­- �: - � � ­.. , t � � ­ , l:�. � � :� I ­ �, . :�:�� iZ , 1�1 ,,-, Ali 4i 00000" ­ .­ 1� I . �\a, i I - ­ 1. SITE IS LOCATED OUTSIDE OF FEMA FLOODPLAIN AS PER MAP � ­ 'I I I N- ,­,"­ � ,::1_ _ _'_�­ � .., .1 �­,:, _:�E -_� . . .... - " , " I . " V` � % - It � , -1 �,: � � S�4N­ .. ­ I � � . .... - I \'�Cllllil-' " I �� 11 ­�,-�..*­­­­�__,f� I -,-,. ­ I . 1�� ­­­4�-, '' ­.- .... L���� .. 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I .1� , I , � I .j"N,� , , � I - , "". , , , " ll;� , ..--.. �_ ON � � " I 'tj , 1%� " ­ ". % I NN, N . ___ � \ � I W _ ,�, : ! � � i, , %� � ��, � X`�,,A, �F 1� ­ � � It - \\',, c ,� NN\ \ , i" ft- /� \ , e_ ,,to � ­­­ ,� � ­­ 11" - -, ­'. A- - , "t , \ -� I i , . � -, S.Wil BUEff.R-NOM " . � �w <,:: i,'. .­­ ,��;x ,� . , , " � � � - , "�'11'111 ­ I, - "" -1 , 4;,. , N ., \ \ .- , I , � � , t � , ­ , . t � � N�1, :N: ,f , p ,9 . \ " �'..` � � � - ,;l;i . i A A*4 . . , . .� � , ill .� 21, lN � , � � llji , � it", " , , , , �4 , \ \ i% rjj __ .4 , i. ..N, I ll ll�\_,� ,, .. , I ,,,,,,i — -1 � : i �-,� " � \ ,"i/', 1i .. � \ 'Y 1, �1. � , /11� \1 � f, , . 1,11\ v) , � . 11(<�, I w',,;pt, I I , . , N? , 11, i,ni� i'l% 'N" I I ­ - , I A '... , /., " _.., :1 � � � - , I ";N� , !) , ti , -, , \ il 11 "',__ --- _ _', ", , 1. THE STREAM SIDE ZONE OF'l�E BUFFER MUST BE LEFT COMPLETELY � . I � I . �\ , 1, C v. i �__,k,_ \ � ... _ , , i � , . .�� I / . I � , , , , ­ , � I I 11 . : 1, � 11 I " I - , / UNDISTURBED. IN THE MANAG0 USE Z01i AT A UMM3> NUMBER OF .. , il I \ `­ � I I., \ ,i ­ v ,< �, � �- I � , " "i \'a , , �, , ir `� ­ .� \ �'., .1 - � � � � X I . 1-1 .1 IN, �' ii i, I "I , I , , , � I , : , ii , " I .� /I , � I ­ V, 't \111.� N .... � ��-��--] � "I , I t N� 1z \ "' _ I .1-1 . I I " .1, , � , I TREES CAN BE REMOM PROVIDED THAT THE TREE DENSITY REMAINING IS A , .... .. ""' . it , i I � I—— J� � , _'. " -, .11, ­­ " ,, ,� - I 1* , 'N'l N , i , I'l --i � ,_ " i ir `� __­_­ - ,� � � il .11, ��, � �,, ` "", , "� � I / 0 N­�.­';­� � �. - .. % Ni - ­­ ­­&" , I I -" MINIMUM OF 8 HEALTHY TREES OF A $-INCH CALIPER PER 1,000 SQUARE � � ( _ I � ,� ­ > I � .1. '11, � , .: , �il 0 _1 I ' , , I - I % " - __... , � � - - I �.,�._., ,t,,,,-�� , I % I if \ , , ,1% I � �<', d t '. _ . , � � I , . . I - , ." , �il` i .i il� .�'. , � 1, i _ ti`vt , ,,,, es, 1, - it t, . � I . � .1 �� �, , \ ,,,, . ... N, � . � � , . 1. I I I �,� " i. . , %, " , , \\ \ , _1-1 I , i , ,�. � ,� 11 I . ',a � . NlN \�,��,il;.,i,v­ i ,�,�', , , I � i, \ , i I . _.. � , � I ,� i � . ­ . ." "I "'. , _, � .�I? , N . � I -1 FEET. REMOVAL OF EXISTING VEGETATION MUST BE PERFORMED IN SUCH A , .1 I ., 11 § , _ i ... , tNzt, ,,,, ,N, "'fxO \ \ \ i" � � - .. I � " ",I, .. , ­ .� , ,; ­ " N, 1 i i li" , . , i N, � '' t, , ­ /I � N 1�` _J�j, , -�\ ,,�.,\:, " :, � , i � i , I ­, . I - .� . I % & , , I -1 , I , � � � . il fif , it, � " " , MANNER AS TO PREVENT DANUBE TO THE ROOTS OF DOSTM TREES. I -, " I . I `i / .� � , � � `:�l "\,�_\ """ � - I.. ., ��­ " ", 'Ni,� 1 Ni-,Nk, ,ti,', , , 'ti, Ni� \ l�il \ i , 11> -.-Y 2. PLANS CLEARLY INDrATE THAT NO FILL MATERIAL 6 TO BE BROUGHT IN 'N __ .-. , , , , I ­ I ( . .�:`t` I I '. , , I I ____ I I ." �� �ll ., , ­ , i �� I � t1t � �li 1 N!1l i, � EXI N'ttl ij i"', ��.t'ti'­` �\\" t" \1� :�, - k. , it _-tl�,,�l � 1i \ , ,,.-,,\ "', <N, I �\\ I I ­.- .... 1, � � I t, \ , ­, I , .E. " , _,_ �� � 11� k, \ i I �',% \ I , " ill,'\ I __ .... - -.-- .... _ � � " ­ I '. ,,, > I ,l " N.\ x ,ill , " i_� i 1, ti 11, \__ "..­­­ _ 1____..., � 1� I , -,TTP V. -,� "'ti _. 1- 1'� , ,-, ,.- I - ,­ INNit, " -Vi�,e .,e ,��i .... � . .. ..... � I � -, I _�_fl- � �, \ �,t t'xt,x,%'t'i "i v'' , I,, � / , ., 1- ---%ill 1 ': � " I � ,,, - ­ �', . �. at - - I � I 11%'', ­­ , . � . & " __ Jp � , �r5l�,il� . , � I I I � � ", I -!z ­ I � I � , , , � '. ­� �l ,� �_ - ,:Niz %%. ,_� N ,ii � THE BUFFER AND THAT NO STRUCTURES ARE ALLOWED WOHIN ANY OF THE � " , , . " ""i, , , ­ 11 % .1.1 ,\ , V_;, � � � . . , ` ,-1 11 �, � , � i � 0 � � .,�, , , � ,it, I i ,� " BUFFER AREAS 0CEPT NON-COWNERCIAL OUT DUUlt= NOT EXCEEDING , , , " , I 1� � , ..- � ,� , I ill - , 0- lN " it, , � , "' , ­ , , ,� lill " � � I � li�_� � "',,", � , - � / � .. "l, \\li),,\%Y%, , , , , , - � -1 ,,,��,�,�� , , "I I � � k v � ­� I � I I I ,t:f ti � `�%,'_\%� � � - " ��, , , : � i " /o,ri./ � �t i ii � , \)� , ;t%. p , iii . .� - i , " . ­ � I � , % - . I k , � - � I I �' . � , � � a " , I . \ � - - -, �' � % t I X, ,_ i i . ;�� 1 � i "t .1 i\14� N CN ti,, � I 1, 150 SOWE FEM I �� ­_ i ­ . � , - 1, � , " � , - i- , � � -ii% i % x � , :,,i, il � t- " 1�\ 1, F - �_ � I , , - -� I , . � lt'N'tit %­­� il ,% ii , ­ji�- , -.,i . , ,,,, , " �', ,�ON, . k i ,'O, .- , Y", � , il"f­�, . " , ... , �, I � i N , ��- 00, - - ': "' '\'l . 1.11: i'�, � _ I , , � �� � , ., " , _ � 11 � ... - :­­­ � , � � � � � I , "nll,%,Ilir� ­ " i _ � _�,�, ", ,'%. ilitit% , , � , 1. i . PHASV 1 �vi�� i i"', , N�i, I I . . . I i ­­ . � ­ ,,, , � ,_!� N, , � % � ;, i % , "', , - � i \ 3. GRADING AND OTHER LAND MTUROM ACTIVITIES ARE ALLOWED ONLY IN I � I , I Nk , N , , 11 % .� i � - i - i i .. i,,%,%i � , . � � -i � _V-1 �� I i ., " ", I '- I If '. " � 'Q - saill. THE UPLAND ZONE; HOWEVER, THM ACTIVARES MUST BE PERFORMED IN . Nix �; , � ).i . 11 - lw - I , I X, � 11, , ""', � . � .., � . I � - , , � at � , - ,� � ., . I I � , il " � , � � I i _1� - ,T 11 ,_,,� 1, " '. ,, , 11 -1 - - I , �� 1� �, '­­ 1�t " , , ,, %., ­ � p � '- a � � � . , � \ .. , SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF REMAINING I � ­ � � I � "I t, /" , , \, \ I I - , � " - - a " v " ,� , � `,� "I - / / TREES, ORNSS OR OTHER SLqTAKE GROUND COVER CAN APPLIED TO T14E il . - , Nl �\ \ � 11 � I � I � �,� . . , 1, ---,q- - , , I � �� , i , � , % � �, l% �. , � , ­ r, �, , �� ill \ . . . , \ " y, �.)i � ��Nllhlli " , \ � I i .i I N,.�_ � . iz, 11 11 t �l�, ,� \ I \ �_ �, .e, � I � � _` ,.z_.,__' J� �� % , - ''. C., �:5`% "�" It . , ... �' , � 1, , I � � � � . . ­_ '�� � ,_ i�, , I . Vi _�,;llw� I 1111V�.l�Tljjil - x � * , I , i�' , , ­ � 115�lll0`illli`7­"_, , I , . - , � � _ __� � _ - - , ,� it, ,,%�,,`,�,i%. !�l ill ;N, � , - r- , v � � � � . � 1, . I I I I kill iMi4fli"I'llifti , " I �� , �\ I\ " "I \ ­1.:� 1! , " ­� . �� � �. :, , r, I � � `\% -� .... . z � :-t�: � ... ­ -t-",, -, , ,,, % ,-"��, """' �, , � � / � I � . , , � I -_7 �1:�,il .' � . I � � , � --L 11 I I iiiii "I k 1 � � � ii ii , ii �. I , ... , t ­t � I . N�i 1fVb,-, - � I � � ��­ . 4 �� � � . � - � -1 4 , t " � I �, � :_ , � � �� i - ",7 . . - ! � ,_ , , � � , , 'i � � 1: -, --`� Cj`�� 1'� , I \ � I � � \1 \ I : i -1 , I., I � !N�W I... _.,� � .11 , I � I �1111..IlSlf` i � UPLAND ZONE, ., � "I � ... � 1_ � . � _ �-, , , : - POO , i , .il'it, it I ,� � , � , t �� -, \ A � I i � ­ . I , , ­ � � - � . ii ` il I � % ea -,,,--.. / I i , �. � L 1. _ 1, � . � � i� V, ,I � ., , , . , L h,�­! "', lwlw­l..x� A I'i" �­ � � .., �� I ­­ , i ...... 1 'Ji u 1 � 1 i � i WAIlwAl % % i ji .. \ 1, I I I I � , i : i \ ,I �; `2 � . 4. THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED I - t, ;,P I r .1 'If, .. � ! _" � . � , .." , z � , I �, I -_,. � �Iffl- " , � I k . , � fl. -%,ill"�, � , I �� - ­ 1�,� ­­ , . . � ­ .- 11 ,� iiii,11i ii� -� i I I �� x 1. _�,-NNN%-_ � � � , ­ I ­ . I � .­ l.. '. . , " , ", -, - � % " � 'llil il!130%`�, �,,'), I I �, � ­ . 11 11 l , � - ! " ��. , "" % rl�'i Al I �1' I i li �._, I \ " .1", - , � WITH ORANGE FABRIC FENCANG PRIOR TO ANY LAND DIS"MNO ACTIVITIES �. - '-il'. � I . , � ; ­ % ,� , . . � ­ I "� li��Ill � 1, , f.l.",,'�'. ��,t-�N ....... . �� : .... _ , if � i, !�lll% t ­ I � N� Si t �, - 'i . i %i\'I . . ..... , . � .. ' � - t � I � ­­ � � I . I I -V, �_ :, 11`t� 17 1 i � i\\ ,/' I � x t _�. � �, �. i, '4_ ; 1 i � ! 1 li" � ­� , i ; ... _/ k I., Ildl : � li� � i A i Ay, i .il I ­' , ", �, (GRADING, TREE CUTTING OR MVWK ETC.) AT THE SITE AND THIS " ­ , � ­­ .. - .. .- - � 4 . . � ... :, , x.111­1im I \ I \ ''i , � � I 01" ­ -",-,� -- -�-.-,%,- .." - .1 i- � ,,,, " , i \ , " 'NG MUST BE CALLED OUT ON T14E PLANS. I I - - %. -::��i .1_ ,� i , ..�. � , �, �'. H .�., ,bk I � �!� i ­ . I I ., _. _ � I ill f . t- i � ii lj%i� i)II - k \ " . FEN01 I � � � I - . , � . _ .. . ... _ __a�. 71'� % I � . V �, 1, - � 1-­� , � � W, I I � ilri xh " if', 11 �_ I ­� l� il� : t- ), _, 1 - � � . I ill "_ I I ;llf iW� \,�. � � X I I I � \ I I / , , . � , � . UV i �\ 5, THE OUTSIDE BOUNDARY OF 1HE STREAM BUFFER MUST BE I, . � � �� � , i � i"�� �, i I , , \ " � , " , - V 1 , N. � � - J0, il i � i if i � �Ii, � A 1 1 �` 1% � ', �. I I I � � � i� ill .1 I , %', , . �.. . It" ''%� , ­ 'se il .i T'lf"��­ i't ­ � .� A rl Ii - Ill � � �.. � I � 11 �%tt . '� " \ - ,% I ,,,, �\\,ii,, ,� � . , � y � �­ � � : , � . , "U'i �j i iffi ��,N�: ilk "I" , \l , � \� '. PERMANENTLY I I --W � V i� � �x , 1, � x � ­,­�Ilijjlil lifi ` , �, -lit ", I. - I �­ I � � � i ,� . , � % ti �_ ii, i f, � � it ,- 11� .. � , '' � � '. % .M I ,� ��.� ll'� � � , , ­,, , il, " �� "I , A I �,��K A� -1 CORNER MARKER AT STREET CROMNM AND THIS MARKER MUST BE CALLED � � . MARKED WITH AN SIGN PIN OR OTHER ACCEPIIABLE PROPER11Y � � ,� , x _/__ I I � I � jim� ..,. ,. , . I �j % � I I I ­ - " it'll -i � , til N% � ': � , �, � ­ I . . � ­ 11 . 1� � , . . � , � lt!`� ifill -l � , % , � -'Pi , 11 . � 1� i � � . ...... � I � " I I I � . ... I—— - I i. N"', � ­ I , , � �i ,,N`\� ­ I I �� � I . . � il-01 ­ � � � , � _ _­­ . ..... _ . � �1, 1-1 � I I _ ... ­­­ ': ­4�u � ­ .., _:_ . � ­� . x , \ ­ 1, , ­­­ OUT ON THE PLANS. � . � .- ­­ . � � ii Ill 1� � ­­�� I ----:1 lk,'lll� ,�',­,% It, , � . x .1"..:_ V�x � r , .Ai� , , ... I I � - � , ­­­ , ­ � 1� � , 'Tl " � , � "" . I I . I , - � . VWM!lli� V,h. 1 , � P '\ � \', 1, \. "i �-\--,­��,�­­­­----`t ­­­ ___ �, I --I �,_;: U", �i�!ll fll� i � Ii iiiii 'f�5,` � I i �.. ii� i � \ \ " / , --till IV 7' . I , � ..... . 4��­ ... ::�7-=L-Z,�-�:-.--.�..--:7:��::��'!�,, *,Plil�l ii ii � � `� I.,11, x � � i I A , , 1� , �, :, �v l�, i � " �� I I ­ � � - , � � . x- � � 1 Ak . i� �� ­ 1% 1, � � i .. ­-­�� I, i,,�, I \ . I . .. . . ...... � ­­­­­ .... � ­ il,,-`1tN,N �� �� . . k ­­ �:: .... .. �-`�, \ ` 1i _ ... --- Z-1.... -1 � � : "I ii I-- � ", ­ . ... ­ i�iil ��i�x 1 it A " , . . � I - ":, . . � . . � -� \11, �%A tl� ,-_1-1-.- I " __ � �: . �, 1! 1 ill ;�, I iml � , i:�� � I ll I It, - \ - �, ll,4, �q�, h 11 , � ,­-.TZ==­-.,-­`-7__ _ ­­, .... �� , ­,­­ ­ , Mll�i� xflilllfl�� ­ __ , � , , . , 1- � ! ­ .. .. IM � . � , � � , � '' � . ... . - tt% it , ­_� ..... __, ­ I � � , ,� i, : 1 I 1 �jll� if Olf'lll ifillif i 1 i ill � Ill! ,�, 00 � 7% I 1, , � � . _ � , I..... � i'" 'y , K ­ I � 1 1111 . , � ii � � ..... _� , 'Ai 10� ,�,% �-,, _=,,.. .., \ . 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