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HomeMy WebLinkAbout20200060 Ver 1_PCN Form Submission_20200109DWR Division of Water Resources Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes IT No Change only if needed. BIMS # Assigned 20200060 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Wilmington Regional Office - (910) 796-7215 Information for Initial Review 1a. Name of project: Leland Town Center Phase II 1a. Who is the Primary Contact?* Dana A. Lutheran 1b. Primary Contact Email:* dlutheran@segi.us Date Submitted 1/9/2020 Nearest Body of Water Jackey's Creek Basin Cape Fear Water Classification C;sw Site Coordinates Latitude: Longitude: 34.21178 78.01983 A. Processing Information County (or Counties) where the project is located: Brunswick Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? * Nationwide Permit (NWP) * Regional General Permit (RGP) 7 Standard (IP) Version#* 1 What amout is owed?* IT $240.00 r $570.00 Select Project Reviewer* Robb Mairs:eads\rlmairs2 1c. Primary Contact Phone:* (910)228-1841 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 39 - Commercial/Institutional Developments le. Is this notification solely for the record because written approval is not required? For the record only for DWR401 Certification: For the record only for Corps Permit: F 401 Water Quality Certification - E)press r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)? r Yes r No r Unknown 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? W Owner r Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Leland Town Center, LLC 2b. Deed book and page no.: 4169/156 2c. Responsible party: Mr. Palmer Williams 2d.Address Street Address 2709 Thorngrove Court Suite Address Line 2 City Fayetteville Fbstal / Zip Code 28303-2971 2e. Telephone Number: (910)864-1125 2g. Email Address:* pWIliams@c-sprop.com State / Rovince / legion NC Country US 2f. Fax Number: r Yes r No r Yes r No 4. Agent/Consultant (if applicable) 4a. Name: Dana A. Lutheran 4b. Business Name: Southern Environmental Group, Inc. 4c.Address Street Address 5315 South College Road Address tine 2 Suite E City Wilmington Fbstal / Zip Code 28412 4d. Telephone Number: (910)228-1841 4f. Email Address:* dlutheran@segi.us Agent Authorization Letter* Signed Agen Authorization. pdf C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: (if appropriate) NA 1c. Nearest municipality/ town: Leland 2 Project Identification State / Province / legion NC Country us 4e. Fax Number: 2a. Property Identification Number: 047EA001, 0470005202, 0470005201, 2b. Property size: 04700063 67.3 2c. Project Address Street Address 1241 West Gate Drive Address Line 2 Leland Town Center City Slate / Province / legion Leland NC Postal / Zip Code Country us 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Jackey's Creek 3b. Water Resources Classification of nearest receiving water:* C;sW 39.93KB 3c. What river basin(s) is your project located in?* Cape Fear 3d. Please provide the 12-digit HUC in which the project is located. 030300050503 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The site is situated in a rapidly growing area and within the incorporated limits of the Town of Leland. Multi -family and commercial development is the predominant land uses. The site has been logged and cleared of most woody vegetation. Several large ditches (RPWs) bisect the property. A small (0.07-acre) is found within the middle of the property (Wetland A). A USACE JD was issued in 2006, for the entire West Gate Development and under SAW-2006-00669. Recently, the USACE issued NWP 18 for the permanent fill several RPWs (2461 SF / 0.056 AC) and a small Basin Wetland (1370 SF / 0.03 AC), for the purpose of installing a stormwater pipe. The NWP and JD, for that project area, has been attached to this PCN. However, after the NWP 18 was issued, SEGi found that the 1370 SF Basin Wetland (Wetland Impact D, on the previously authorized wetland impact map) was erroneously included as an impact. This feature was actually a spoil pile that was mislabeled as a wetland. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r Unknown 4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000). AID# SAW-2006-00669 NWP 18 and PJD, which consisted of 6.55-acres of the project area, covered under this PCN and request for PJD. Project History Upload SAW-2006-00669 NWP 18.pdf 3.55MB 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) Leland Town Center Phase II USGS Topo Map.pdf 77.52KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Leland Town Center Phase II Soils Map.pdf 90.93KB 4f. List the total estimated acreage of all existing wetlands on the property: 2.0 AC 4g. List the total estimated linear feet of all existing streams on the property: 0 4h. Explain the purpose of the proposed project:* The purpose of this project is construct 13 multi -family buildings (312 units) and 15 multi -tenant commercial buildings (196,830 SF), along with the attendant features, such as roads, parking lots, amenities center and infrastructure (i.e. sewer, water, electric, stormwater, etc.), as well as required vegetated buffers and active and passive open space, in the Town of Leland, to meet local demand. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* Large machinery, such as backhoes, dump trucks, and graders, will be used to bring in clean earthen fill dirt and grade the site to the desired elevation. After construction has been completed, the disturbed land will then be seeded and straw applied or sodded, for stabilization measures. 4j. Please upload project drawings for the proposed project. Fig 2.0 RPW Impacts LTC Phll_2019.12.20.pdf 1.02MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No O Unknown Comments: A PJD was issued for 6.55-acre of the 67.0 acre project area 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown f N/A Corps AID Number: SAW-2006-00669 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): David Scibetta Agency/Consultant Company: SEGi Other: 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR The PJD request will be submitted separately. 5d1. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* r Yes O No 7b. If yes, explain. Phase I of this project consisted of all commercial development on the west side of Ocean Gate Blvd.. This is Phase II and the last phase of the project. Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? Phase I development required the filling of 2461 SF / 0.056 AC of RPW and 1370 SF / 0.03 AC of wetlands, for the purpose of installing a stormwater pipe that connected to a stormwater pond shown on the project property (see Nationwide Permit). That work has been completed. However and as mentioned in Section 4a. of this PCN, the 0.03-acre of wetland was erroneously included as an impact on the application. The acreage has been subtracted from the project's cumulative impacts. Thus, cumulative impacts are 0.456-acre (0.43 - 0.03) + 0.056 = 0.456). D. Proposed Impacts Inventory u 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): W Wetlands r Streams -tributaries ❑ Buffers W Open Waters r Pond Construction 2. Wetland Impacts r Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact Jurisdicition*(?) area* E__IBuilding Fill JP Small -Basin Wetland A E-lErp. 0.070 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Wetland Impact 0.070 2h. Comments: 4.Open Water Impacts 2g. Total Permanent Wetland Impact 0.070 4a. Site # 4a1. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Waterbody type 4f. Impact area Building and Road Fill P na Fill :11Ditch 0.04 B2 Building and Road Fill P na Fill Ditch 0.06 C2 Building and Road Fill P na Fill Ditch 0.03 C3 Building and Road Fill P In. Fill Ditch 0.03 D2 Building and Road Fill P na Fill Ditch 0.03 D3 Building and Road Fill P Ina Fill Ditch 0.01 F1 Building and Road Fill P In. Fill Ditch 0.03 F2- Building and Road Fill P na F ill Ditch 0.E02 H C Building and Road Fill P In. Fill Ditch 0.03 _ IE Building and Road Fill P NA Fill Ditch 0.08 4g. Total temporary open water Impacts 0.00 4g. Total open water impacts: 0.36 4h. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 4g. Total permanent open water impacts: 0.36 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: By strategically placing the roads and buildings, the Applicant avoided the larger 1.5-acre wetland that remains within the property boundaries. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: The Applicant will install sediment and erosion control measures, prior to undertaking land disturbing activities, and will maintain these features throughout the duration of the project, to ensure that sediment does not discharge outside the approved limits of disturbance. 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? r Yes r No v 2c. If yes, mitigation is required by (check all that apply): W DWR W Corps 2d. If yes, which mitigation option(s) will be used for this project? W Mitigation bank r Payment to in -lieu fee r Permittee Responsible program Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Lower Cape Fear Umbrella Mitigation Bank(LCFUMB) 3b. Credits Purchased/Requested (attach receipt and letter) Type: Quantity: Non -riparian wetland 0.10 Attach Receipt and/or letter 3c. Comments A credit reservation letter will be provided upon receipt. 6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information. r Yes O No F. Stormwater Management and Diffuse Flow Plan (required by DWR) u 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: This site is not located within one of NC's Riparian Buffer River Basins. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? r Yes r No 3. Stormwater Requirements 3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause degradation of downstream surface waters.* r Stormwater Management r Antidegradation Plan Calculations 3b. Stormwater Management Plan 3c. Antidegradation Calculations: Comments: Paramounte Engineering is in the process of preparing stormwater plans and will secure the permit prior to installing built upon area. G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federallstate) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3c. Upload a qualitative or quantitative cumulative impact analysis. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. Municipal water and sewer is provided. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* r Yes r No r Unknown 5e. Is this a DOT project located within Division's 1-87 r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The site is located in a densely developed area, has been cleared of most woody vegetation and is undergoing land disturbing activities, all around it. Consultation Documentation Upload 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* This project does not abut a water body that would support EFH. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* The project is not located within an area designated as National Historic Trust and is not listed as a property with significant history or archaeology. Over the years, this site has been utilized for tree farming and has been disturbed with large grading machinery. There are no existing structures on the property. Therefore, impacts to historic and/or archaeological resources is not anticipated. 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* C Yes r. No 8c. What source(s) did you use to make the floodplain determination?* Brunswick County Flood Mapping GIS Miscellaneous U Comments Miscellaneous attachments not previously requested. Leland Town Center Phase II Flood Map.pdf 108.58KB Signature FI By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Dana A. Lutheran Signature 0— Ole, Date 1 /912020 SF-Gi AGENT AUTHORIZATION FORM TR-P/O 3A 5.53 ACRES PLAT 35/376, TR-P/O 3A 11.01 PROPERTY LEGAL DESCRIPTION: ACRES PLAT 35/376 LOT NO. PLAN NO. PARCEL I.D. 0470005201, 04700063 STREET ADDRESS: Ocean Gate Plaza Property Owner (please print): Leland Town Center LLC c/o Palmer Williams The undersigned, registered property owner of the above noted property, does hereby authorize Southern Environmental Group, Inc. (SEGi) to act on their behalf in matters regarding areas of environmental concern. Property Owner's Address (if different than property above): 2709 Thorngrove Court Suite Fayetteville, NC 28303-2971 Telephone: 910-864-1125 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. vav;j)� Property Owner Authorized Signature SEGi Authorized Signature /r 6 1"', V, David Scibetta Print Name ,,/-`l-l!2 Date Print Name 4/3/2019 Date Leland Town Center Phase II NWP SEGi Leland Town Center USGS Topographic Map Approximate Project Limit Leland Town Center Phase II NWP SEGi Leland Town Center Phase II Soil Survey (Source: Brunswick County GIS) Project Limit BRESTAURANT3,200 S.F.CRESTAURANT3,200 S.F.ALDI24222624302451011121628DUNKIN DONUTSOWNED BY OTHERS56141813978975 PARKINGTOTAL1471444119 PARKING TOTAL46 PARKING TOTAL139111095818242830243024302418x PARKING TOTAL582 PARKING TOTALHOTEL10,030SF132828106PATIO421212RETAIL B 30,000SF3236293499 PARKING TOTAL114 PARKINGTOTALSHOPS6,400 SFPATIO17164831210150'200'QSR2090 SF3ASHOPS6,000 S.F.464116RESTAURANT6,000 SFRESTAURANT5,000 SFPATIO1212892438110'-0"±RETAIL 1A22,000 SFRETAIL 3A22,000 SFRETAIL 4A28,000 SFRETAIL 5A10,000 SFRETAIL 6A12,000 SFRETAIL 7A6,000 SFRETAIL 8A6,000 SFRETAIL 2A21,000 SF120'-0"±120'-0"±130'-0"±70'-0"±75'-0"±60'-0"±60'-0"±154'-8"±187'-8"±180'-0"±212'-5"±142'-0"±160'-0"±100'-0"±100'-0"±531 PARKING TOTAL34 PARKING TOTAL110 PARKING TOTALOWNED BY OTHERSS T O P BYPASS LANEPICK-UP LANEDRIVETHRUS T O PDRIVETHRU CHICK-FIL-A4843 SFSTOP D R I V E T H R UDRIVETHRU PAT IO AREA250s fSTOP STOPSTOPSTOP68 85 5970' 58'STARBUCKS - RETAIL9450 SFRETAIL4060 SFBY-PASS117DRIVE-THRU8 1289MULTI - RETAIL7600 SF17171717BLDG 1 BLDG 2 BLDG 3BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9BLDG 10BLDG 11BLDG 12BLDG 13LEVEL II BUFFERLEVEL II BUFFERAMENITYPOOLO P E N S P A C EUS H IGHWAY 1 7 (OCEAN H IGHWAY ) PLO O F R O A D S E ( S R 1 5 6 6)(VARI A B L E P U B LI C R O W) IRF IPF ALDI NC , L LCDB 3880 PG 91 0MC 1 00 PG 70ZONED: LE -C -2XXXXTVTVTVTVTVTVTVTRTRTRTRTR TRRIM=24.14INV=21.21 RIM=24.19INV=21.05INV=21.03 RIM=24.73INV=20.86INV=20.61INV=20.54INV=20.33RIM=25.32INV=20.49INV=20.43 INV=20.05RIM=22.76INV=20.0 3RIM=22.81INV=19.97INV=19.88RIM=23.02INV=19.72INV=19.72 RIM=23 .2 2 INV=19 .4 6 INV= 1 9 . 45 INV=18.95RIM=22.70INV=18.81(6933)INV=18.93(6927 ) INV=18.65RIM=22.24INV=19.31 RIM=22 .0 3 INV= 1 9 . 18 INV= 1 7 . 95 INV=1 8 . 20RIM= 2 2 . 18 INV=1 8 . 28 INV= 1 7 . 88 RIM= 2 1 . 42 INV= 1 8 . 60RIM=21 .6 0 INV=18 .5 5 15" RCP34' 0.49%15" RCP30' 0.56%15" RCP19' 1.48%15" RCP76' 0.07%18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP 24" R C P 24" RCP18" RCP18" RCP18" RCP 24" RC P 24" R C P TRTT TTTTOCEAN GATE PLAZA100' RIGHT OF WAYOCEAN GATE PL A Z A 60' RIGHT OF W A Y TRNEW POINTE BLVD.50' R/W18" RCPSIDEWA LKSIDEWALKSIDEWA LKSIDEWA LK SIDEWALKGAS STATIONDRIVE INV=18 .7 5 INV=1 8 .9148" RCPFOFOFOFOFOFOFOFOUEUEUEUEUEGGGGGGGUEUEUEXRIM=16.76INV=12.59INV=-33.24 INV=12.69INV=16.08 INV=16.18INV=16.16 INV=16.14INV=16.34 INV=16.41INV=16.32 2 4 " RCP 48" RCP 18 " R C P 15" RCP24" RCP15" RCP3 6 " R C P 24" RCP15" CPPTRTR TR TR TR TR TR TR TR TRTRTRTRTRTVTV TVTV TVTVTV TV TV15" RCP18" RCP24" RCP24" RCP 18" R C P 24" RCP18" RCP 18" RCP 18" R C P 18" RCP18" RCP1 8 " R C P 18 " R C P 18" RCP18" RCP24" RCP18" RCP 18" R C P 24" RCP30" RCP18" R C P30" RCP 18" RCP36" RCP18" RCP15" RCPWEST GATE DRIVE70' RIGHT OF WAYTRAD E W A Y D R I V E 80' R I G H T O F W A Y 1 5 " R C P 30" RCP 30" R C PTRTRTR GATEWAY BLVD .60' RIGHT OF WAYSIDEWA LKSIDEWALK SIDEWAL K SIDEWALK SIDEWALKDI RIM=2 0 . 06 INV (N )= 16 .2 6 INV (NE )=1 6 .2 7 INV (W )= 16 .02CIRIM= 2 2 . 26 INV (N )=1 7 . 7 0 INV (E )= 1 6 . 57 INV (SW )=16 .5 7 CI RIM=22 .3 7 INV (S )=1 7 . 7 4 CIRIM=23 .5 5 INV (NE ) = 17 .9 7 INV (SE )=16 .8 7 INV (W )= 16 .76CI RIM= 2 3 . 64 INV (SW )=1 8 . 06 CIRIM=24 .0 6 INV (NE )= 17 .86 INV (E )=1 7 . 08 INV (NW )= 1 6 . 99 CI RIM=22 .8 2 INV (S )= 18 .15 INV (E )= 17 .97 INV (W )= 17 .56CIRIM=19 .7 1 INV (E )=1 5 . 56 INV (SW )= 15 . 56 CI RIM=23 .9 9 INV (SW )= 18 . 06 CIRIM= 2 1 . 80 INV (N )=1 8 . 0 9 CIRIM= 2 1 . 91 INV (S )=1 8 . 1 0 INV (NE ) = 18 .1 2 INV (W )=1 8 .1 6 CI RIM=22 .0 1 INV (NE )= 18 .40 INV (SW )= 18 . 38 CIRIM=21 .6 9 INV (E )=1 8 . 7 8 INV (SW )= 18 . 63 CI RIM= 2 1 . 79 INV (W )=1 8 .5 5 CI RIM= 2 3 . 30 INV (NE )=2 0 . 63 INV (SW )=19 .9 4 INV (NW )= 2 0 . 14CIRIM=23 .4 0 INV (NE )=2 0 . 29 CI RIM=23 .3 8 INV (SE )=19 .7 9 INV (SW )=19 .8 1 INV (NW )=1 9 . 61 INV (NE ) = 19 .50CIRIM=23 .4 4 INV (NE ) = 19 .8 6 CI RIM=23 .5 8 INV (W ) = 20 .39 INV (S )=2 0 . 3 9 CIRIM=23 .2 6 INV (N )=2 0 . 1 1 INV (E )= 2 0 . 11 DMHRIM= 2 4 . 18 INV (E )=2 0 . 53 INV (S )= 2 0 . 28 CI RIM= 2 3 . 81COULD NOT MEASURE12 " RCPCI RIM=23 .7 1 INV (SW ) = 21 .10 INV (NW )= 20 .98 INV=1 8 . 98 CI RIM= 2 3 . 34 INV (SW )=19 .8 8 INV (SE )=19 .8 7 INV (E )=19 .8 2CIRIM=23 .8 1 INV (W )= 20 .86 INV (NE )= 2 0 . 77 CIRIM= 2 3 . 83 INV (NW )= 2 1 . 23 INV (SW )=21 .2 0 INV (E )= 2 1 . 15 CIRIM=23 .9 3 INV (SE )=21 .4 0DMHRIM=24 .9 4 INV (SW )=19 .1 9 INV (SE )=19 .2 1 INV (N )= 19 .17CI RIM= 2 4 . 36 INV (NW )= 1 9 . 48 3 6 " RCP INV=19 .0 2DMHRIM=25 .2 8 INV (SW )= 19 . 55 INV (NW )= 1 9 . 42 INV (NE ) = 19 .4 1CIRIM= 2 3 . 98 INV (SW )=20 .0 3 INV (NE )=1 9 .9 1CIRIM=23.46INV=20.64 CIRIM=24 .3 4 INV (NW )=2 1 . 8 3 INV (NE ) = 21 .8 1 CIRIM= 2 4 . 40 INV (SE )= 2 2 . 02DMHRIM=20 .7 5 INV (NW )=16 .9 8 INV (SW )=1 7 . 28 INV (E )=1 7 . 2 3 INV (SE )= 1 6 . 93 CIRIM=19 .9 6 INV (E )=1 7 . 37 CI RIM= 1 9 . 89 INV (W )=1 7 .6 3 INV= 2 0 . 52CIRIM=20 .2 7 INV (NW )= 1 6 . 83 INV (SE )=16 .6 4 INV=15 .5 9 INV=16 .3 5 INV= 1 3 . 53 INV=2 0 .5 4 INV= 2 1 . 07 CIRIM= 2 3 . 82 INV (NE )=21 .2 5 INV= 1 9 . 04 INV= 1 4 . 00 CI RIM=20 .5 6 INV (NW )= 16 .84 INV (S )=16 .4 3 DMH18" RCP18" RCP18" RCP TRA D E W A Y D R I V E 80' R I G H T O F W A YWEST GATE DRIVE70' RIGHT OF WAYNIGHT HARBOR DRWE T WET R.P.W. D2STORMWATER POND #244.40 ACREPROJECT AREAFOR WETLANDIMPACTSWETLANDPOCKET AR.P.W. B2R.P.W. HR.P.W. ER.P.W. C2R.P.W. F1R.P.W. GR.P.W. A2R.P.W. D3R.P.W. F2R.P.W. C3PIPE STUBFOR FUTURECONNECTIONDRAINAGE ESMT.MB 49 PG 70WETLAND IMPACTS - NWP Fig. 2.002/16/06 1" = 100' JBS JBS TGC LELAND TOWN CENTER TRADEWAY & OCEAN GATE BLVD. TOWN OF LELAND, NC18436.PELELAND TOWN CENTER, LLC 2709 THORNGROVE COURT, SUITE 1 FAYETTEVILLE, NC 28303 02.01.19 DATE: SCALE: DESIGNED: DRAWN: CHECKED:PEI JOB#:CONCEPTUAL LAYOUT: PRELIMINARY LAYOUT: FINAL DESIGN: RELEASED FOR CONST: PROJECT STATUS REVISIONS: DRAWING INFORMATIONSEAL CLIENT INFORMATION: 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 HIGHWAY 17PLOOF RD SETRADEWAY DRSITEGATEWAY BLVDOCEAN GATE PLAZAWEST GATE DRPH II IMPACTS TABLESITE I.D.RPW PERM.FILL (SF)WETLANDPERM. FILL (SF)A2 (4.5' BW)1638.0B2 (3.5' BW)2607.5C2 (3.0' BW)1296C3 (3.0' BW)1272D2 (3.0' BW)1254.0D3 (3.0' BW)441E (4.0' BW)3568.0F1 (3.0' BW)1272F2 (4.0' BW)1056G0H (2.5' BW)1342.5WETLAND A3188PH II TOTAL18935.0NAUS 17 - OCEAN HWYSITE DATAPROJECT NAME:LELAND TOWN CENTER PHASE IISITE ADDRESS:GATEWAY BLVD, LELAND, NCPARCEL IDS:047EA001, 0470005202, 0470005201, 04700063,PROPERTY OWNER:LELAND TOWN CENTER, LLCOVERALL SITE AREA:67.3 ACRESSUBDIVISION TO OCCUR IN FUTURECURRENT ZONING: LE-C-2 (COMMERCIAL)CURRENT USE:RETAIL/ RESTAURANTFUTURE ZONING:MULTI-FAMILY (MF)DIMENSION REQUIREMENTSC-2 REQUIREDMF REQUIREDFRONT SETBACK25' 30'SIDE SETBACK7.5'7.5'REAR SETBACK15'20'MAX. HEIGHT40'40'SCREENED BUFFERS: LEVEL II - 14' (BUSINESS TO MF SUBDIVISION)MF DWELLING UNITS/AC16 DU/AC REQ'D312 DU / 20.6 AC (MF) = 15.1 DU/ ACFLOOD NOTE:THIS TRACT DOES NOT LIE WITHIN SPECIAL FLOOD HAZARDZONES, ACCORDING TO FEMA FIRM COMMUNITY-PANELNUMBER 3720219600K, BEARING A REVISED DATE OFAUGUST 28, 2018.BUILDING INFORMATIONBUILDING USE:MULTI-TENANT COMMERCIAL(RETAIL, RESTAURANT, HOTEL, OFFICES)ANCHOR RETAIL SPACES:127,000 SFSTAND-ALONE RESTAURANT/RETAIL:17,400 SFMULTI-TENANT RETAIL:12,400 SFHOTEL:10,030 SFSTAND-ALONE RETAIL:30,000 SFTOTAL FOOTPRINT:196,830 SFFUTURE BUILDINGS:APARTMENT / MULTI-FAMILY(13) 24-UNIT BUILDINGS = 312 UNITSWETLAND NOTE:THIS TRACT DOES CONTAIN WETLANDS ACCORDING TO USACE SAW2006-00669 DATED JULY 27, 2017 AS PRELIMINARY DETERMINATION, HOWEVER,FOR THIS SITE THERE ARE NO JURISDICTIONAL WATERS OF THE US.DRAINAGE ESMT Leland Town Center Phase II NWP SEGi Leland Town Center Phase II Flood Map (Source: Brunswick County GIS) Project Area