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HomeMy WebLinkAbout20170641 Ver 1_401 Application_20170524SEGS 5315 South College Road, Suite E Wilmington, NC 28412 Ph: 910.452.2711 Email: officegsegi.us c Transmittal Letter SEGi Project 3- FIA USACE AID: DWQ Project #: Date: 12 May 2017 2 0 1 7 0 6 4 1 To: Ms. Karen Higgins Of: DWR 401 & Buffer Unit - Raleigh Attached you will find: ❑ Proposal ❑ Sketch(es) ® PCN ❑ Signed Wetland Map ❑ Photo(s) ❑ JD Package ❑ Report(s) ❑ Plans ❑ Information Request ❑ Other Copies Dated Description 4 May 8, 2017 Woodfield Apartments PCN 1 $240 Filing Fee *If noted items are NOT attached, please contact our office. These are being delivered: ® For Processing ❑ For your Records ❑ Returned for Correction(s) ❑ Corrected and Returned ❑ For your Signature ❑ As Requested ❑ Other: By: ❑ Hand Delivery ❑ Fed -Ex ❑ UPS ® USPS ❑ Other Notes: A hard copy has been hand delivered to Chad Coburn at the DWR WiRO. Please feel free to call me if you have any questions (910.228.1841) Signature and (Typed) Name: Dana A. Lutheran Date: IPMay Attachment 1 — Woodfield Apartments a�E W R TFC O I 1 l� G p G � Office Use Only Corps action ID no. DWR project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ® Section 404 Permit ❑ Section 10 P nit MAY 2 4 2017. 1b. Specify Nationwide Permit (NWP) number: 29 (Residential Development) 1c. Has the NWP or GP number been verified by the Corps? [—]Yes D TER R SOURC 40 FFER PERMITTI 1d. Type(s) of approval sought from the DWR (check all that apply): ®401 Water Quality Certification — Regular ❑Non -404 Jurisdictional General Permit ❑401 Water Quality Certification — Express []Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: ❑Yes ®No For the record only for Corps Permit: ❑ Yes ® No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ® Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes. answer 1h below. ®Yes ❑No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑Yes ®No 2. Project Information 2a. Name of project. Woodfield Apartments 2b. County: New Hanover 2c. Nearest municipality / town: Wilmington 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: NA 3. Owner Information 3a. Name(s) on Recorded Deed: Independence West Properties and Wilson Ki (see Appendix A) 3b. Deed Book and Page No. (1) 5738/1072 recorded 5/20/2013 and (2) 5785/1130 recorded 11/27/2013 3c. Responsible Party (for LLC if applicable): NA 3d. Street address: PO Box 12615 3e. City, state, zip: Wilmington, NC 28405 3f. Telephone no.: 910.232.3730 3g. Fax no.: NA 3h. Email address: NA 1 (5/8/17) Attachment 1 -Woodfield Apartments 4. Applicant Information (if different from owner) - 4a. Applicant is: ®Agent ❑Other, specify: 4b. Name: Mr. Scott Underwood (see Appendix B) 4c. Business name (if applicable): Woodfield Investments, LLC 4d. Street address: 11425 Horsemans Tr. 4e. City, state, zip: Raleigh, NC 27613 4f. Telephone no.: (919) 740-8877 4g. Fax no.: NA 4h. Email address: sunderwoodnia woodfieldinvestments.com 5. Agent/Consultant Information (if applicable) 5a. Name: Dana Lutheran (see Appendix C) 5b. Business name (if applicable): Southern Environmental Group, Inc. (SEGi ) 5c. Street address: 5315 South College Road, Suite E 5d. City, state, zip: Wilmington, NC 28412 5e. Telephone no.: 910.452.2711 5f. Fax no.: 910.452.2899 5g. Email address: dlutherankseei..us B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): (1) R06500-004-020-000 (2) R06518-001-001-000 (see Appendix A) 1 b. Site coordinates (in decimal degrees): Latitude: 34.173348 ON Longitude: -77.928553 °W (Appendix H) 1 c. Property size: 15.0 ac. +/- 2. Surface Waters 2a. Name of nearest body of water to proposed project: Barnards Creek (see Appendix D) 2b. Water Quality Classification of nearest receiving water: C;Sw 2c. River basin: Lower Cape Fear (0300306) 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: The site is forested. General land use is residential. 3b. List the total estimated acreage of all existing wetlands on the property: 4.0+/- ac. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 3d. Explain the purpose of the proposed project: The purpose of this project is construct 254 unit, multi -family facility, with amenities, parking and infrastructure, within the City of Wilmington, in New Hanover County, North Carolina. Please see Appendix E for details. 3e. Describe the overall project in detail, including the type of equipment to be used: This project will consist of clearing and grading the land to support the construction of the 254 unit apartment complex. Heavy machinery, such as excavators, front end loaders and dump trucks will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ®Yes [:]No ❑Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ®Preliminary ❑Final 2 (5/8/17) Attachment 1 - Woodfield Apartments 4c. If yes, who delineated the jurisdictional areas? Name (if known): David Scibetta Agency/Consultant Company: SEGII 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. To be completed via desktop determination, per Kyle Dahl email, 2/9/2017 (See Appendix F). 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in thepast? ❑Yes ®No ❑Unknown 5b. If yes, explain in detail according to "help file" instructions 6. Future Project Plans 6a. Is this a phased project? ❑Yes ®No 6b. If yes, explain. C. Proposed Impacts Inventory 4a. Open water impact number Permanent (P) or Temporary (T) 1. Impacts Summary 4c. Type of impact 1a. Which sections were completed below for your project (check all that apply): ®Wetlands ❑Streams - tributaries ❑Buffers ❑Open Waters ❑Pond Construction 4e. Area of impact (acres) 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 DWR (401, other) 2f. Area of impact (AC) A(P) Fill Bottomland Hardwood Yrs 404 360 SF (0.01 AC) B(P) Fill Basin Yes 404 5155 SF(0.12 AC) 2g. Total Temporary Wetland Impacts: 5515 SF (0.13 AC) 2h. Comments: Please see Appendix E for details. Temporary impacts are not anticipated with this project. 3. Stream Impacts 3a. Stream Permanent (P) or Temporary m 3b. Type of 3c. Stream Name Impact 3d. Perennial (PER) or Intermittent (INT)? 3e. Type of Jurisdiction 3f. Average Stream 3g. Impact width (FT) Length (LF) 3h. Total stream and tributary impacts NA 3i. Comments: Please see Appendix E for details. Temporary impacts are not anticipated with this project. 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 individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary (T) 4b. Name of water body (if applicable) 4c. Type of impact 4d. Water body type 4e. Area of impact (acres) 01 4f. Total open water impacts NA 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID Number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (AC) 5d. Stream Impacts (FT) 5e. Upland (AC) Flooded I Filled I Excavated Flooded Filled Excavated P1 5f. Total: NA 5g. Comments: 3 (5/8/17) Attachment 1 - Woodfield Apartments 5h. Is a dam high hazard permit required? ❑Yes [:]No If yes, permit ID no: NA 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: S. Buffer Impacts (for DWR) 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 (T) 6c. Reason for Impact 6d. Stream Name 6e. Buffer Mitigation Required? 6f. Zone 1 Impact (SF) 6g. Zone 2 impact (SF) B1 6h. Total Buffer Impacts: NA 6i. Comments: 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. During the design phase, the Applicant explored many different building layouts. Those plans consisted of layouts that did not include avoidance and minimization of wetland impacts, layouts that avoided wetland impacts completely and layouts that minimized wetland impacts. The proposed plan impacts the least amount of wetlands while maximizing the number of units. The proposed plan minimizes the number of parking spaces to adhere to that which is required by the local zoning ordinance. 2b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Orange construction fencing will be installed along the wetland boundary to ensure that land disturbance does not occur within wetlands that are not to be impacted. In addition, sediment and erosion control measures, such as silt fence and sediment traps, will be installed to reduce the potential for sediment to discharge outside the project's limits of disturbance. Monitoring of these measures will be performed on a regular basis. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State The Applicant proposes to offset impacts to waters of the US with payment, for 0.30 -acre of riparian wetland restoration credit, to the Lower Cape Fear Umbrella Mitigation Bank. The mitigation (a 2 to 1 mitigation to impact ratio) is sufficient to meet the USACE's no net loss policy, as the wetland restoration, undertaken by the bank, took place several years ago. Thus, there is no need to offset any temporal lag that would take place if the impacts were performed prior to the wetland restoration work. 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ®Yes ❑No 2b. If yes, mitigation is required by (check all that apply): ❑DWR ®Corps 2c. If yes, which mitigation option will be used for this project? ®Mitigation bank ❑Payment to in -lieu fee program []Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: LCFUMB 3b. Credits Purchased (attach receipt and letter) Type: Riparian Wetland Quantity: 0.30 AC 3c. Comments: A credit reservation letter will be provided upon receipt. 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. NA 4b. Stream mitigation requested: NA 4c. If using stream mitigation, stream temperature: NA 4d. Buffer mitigation requested (DWR only): NA 4e. Riparian wetland mitigation requested: NA 4f. Non -riparian wetland mitigation requested: NA 4g. Coastal (tidal) wetland mitigation requested: NA 4 (5/8/17) Attachment 1 - Woodfield Apartments 4h. Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 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? ❑Yes ®No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (SF) Multiplier 6e. Required mitigation (SF) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: NA 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). NA 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DEMLR) 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? ❑Yes ®No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project?? 37.67% 2b. Does the project require a Stormwater Management Plan? ®Yes [-]No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? NC DEMLR 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? New Hanover County 3b. Which of the following locally -implemented stormwater management programs apply (check all that apply): ®Phase II ❑NSW USMP ❑Water Supply Watershed ❑Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? ❑Yes ®No 4. DEMLR Stormwater Program Review 4a. Which of the following state -implemented stormwater management programs apply (check all that apply): ®Coastal counties ❑HOW ❑ORW ❑SL 2006-246 ❑Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? [-]Yes ®No 5. DWR 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? has been submitted to the DWR ®Yes []NoApplication 5b. Have all of the 401 Unit submittal requirements been met? ❑Yes [:]No F. Supplementary Information 1. Environmental Documentation (DWR Requirement) 5 (5/8/17) Attachment 1 —Woodfield Apartments 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of ❑Yes ®No public (federal/state) land? 1b. 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 (North ❑Yes [:]No Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered 'yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑Yes ❑No Comments: 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWR Surface Water or Wetland Standards, or Riparian ❑Yes ®No Buffer Rules (15A NCAC 2B.0200)? 2b. Is this an after -the -fact permit application? [-]Yes ®No 2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWR Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in []Yes ®No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWR policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWR 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. Sewer services will be provided by CFPUA. 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? ❑Yes ®No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? ❑Yes ®No 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? SEGi utilized the Natural Heritage Database to produce a list of potentially Threatened and/or Endangered Species and/or Designated Critical Habitat (see Appendix F). The table summarizes rare species and natural communities that have been documented within a one -mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists and is included for reference. In total, eight (8) elements that would have the potential for being within the project limits were identified. Of those eight (8), five (5) were federally listed as Threatened or Endangered, while the remaining three (3) were listed by the State of NC as Threatened or Endangered. However, only one (1) the Northern Long-eared Bat (Myotis septentrionalfs) is the only species that may be in the area of the proposed development and warrants further agency review. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? []Yes ®No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat (EFH)? The site is not located on a body of water that would support EFH (see Appendix G). 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 (e.g., National Historic Trust ❑Yes ®No designation or properties significant in North Carolina history and archaeology)? 6 (5/8/17) Attachment 1 —Woodfield Apartments 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The N.C. State Historic Preservation Office HPOWEB GIS Service was reviewed to determine if there were any historic or archeological resources within the boundaries of the property. Based on the results of SEGi's investigation, there is no concern for the existence of any historic or archeological resources within the project area. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑Yes ®No 8b. If yes, explain how project meets FEMA requirements: Part of the project is within the 0.2 PCT ANNUAL CHANCE FLOOD HAZARD zone. However, there are no proposed buildings or proposed impacts within this area. 8c. What source(s) did you use to make the floodplain determination? The New Hanover County GIS Flood Map (see Appendix H). Dana A. Lutheran (SEGi)_ � �-, 8 MU 2017 Applicant/Agent's Printed Name ApplicanVAgent's Signature Date 7 (5/8/17) Attachment I — Woodfield Apartments Appendix A New Hanover County GIS Tax Information 8 (5/8/17) 8/18/2014 NewHanower County PARID: R06500-004-020-000 KI WILSON Parcel Alt ID 312510.35.8329.000 Address 3828 INDEPENDENCE BLV Unit NC City WILMINGTON Zip Code - Neighbortiood CIGXO Class RES -Residential Land Use Code 958 -Unused Land Living Units Acres 9.9208 Zoning MF -M -MULTI FAMILY MED DEN Legal Legal Description (9.92 ACRES) TR B C D PARKER HRS DIV Tax District m Owners Owner KI WILSON City WILMINGTON State NC Country Zip 28405 THE DATA IS FROM 2014 3828 INDEPENDENCE BLV http://etaxnhcg ov conyDatalets/Pri ntDatalet.aspx7pi n= R05500 -004-020-000&g sp=PROF ILEALL&ta*year=20149jur= N H &ownseq=0&card= l &roll=RP&State= 1 ... 111 8/18/2014 NewHano%ver County PARID: R06518-001-001-000 KI WILSON Parcel Alt ID 312514.34.4980.000 Address 3970 INDEPENDENCE BLV Unit NC City WILMINGTON Zip Code - Neighborhood CIGXO Class RES -Residential Land Use Code 958 -Unused Land Living Units Acres 5.2 Zoning MF -M -MULTI FAMILY MED DEN Legal Legal Description TR 4 ECHO FARMS Tax District VVM Owners Owner KI WILSON City WILMINGTON State NC Country Zip 28405 THE DATA IS FROM 2014 3970 INDEPENDENCE BLV http://etaxnhcg ov.conWDatalets/PrintDatalet.aspx?pin=R0651 &-001-001-000&g sp=PROFILEAL.L&taxyear=2014&jur= N H &omseq=0&card=1 &roll=R P&State=1... 1/1 Independence West Properties 2 R. 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A k 0 95 190 380 Feet I I i i I I i i I Legend N � Points ' Polys Lines Parcels Attachment l — Woodfield Apartments Appendix B North Carolina Secretary of State Corporations Search Page 9 (5/8/17) 5/8/2017 Corporations Division North Carolina ' E�1`iR t i�EE�T Of -11 IL <' Elaine F. !Marshall ,f f _ Secretary SECRETARY of NATE 4� IPO Box 29622 Raley?% NC 27626-0622 (5'15}.407 -20th, Account Login Click Here To: Create View Document Filings File an Annual Report Amend a Previous Annual Report Account Print a Pre -Populated Annual Report form Corporate games Legal: Woodfield Investments, LLC Limited Liability Company Information Sosld: Status: Annual Report Status: Citizenship: Date Formed: Fiscal Month: State of Incorporation: Registered Agent: Corporate Addresses 0766854 Withdrawn Not Applicable Foreign 2/15/2005 December VA Secretary of State Mailing: 19583 Saratoga Springs Ave. Ashburn, VA 20147 Principal Office: 19583 Saratoga Springs Ave. Ashburn, VA 20147 Reg Office: 2 South Salisbury Street Raleigh, NC 27601 Reg Mailing: PO Box 29622 Raleigh, NC 27626 Company Officials All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. Manager: Greg Bonifield 19583 Saratoga Springs Place Ashburn VA 20147 Manager: Michael Underwood 11425 Horseman's Trail Raleigh NC 27613 https://www.sDsnc.gov/Search/prDfcorp[7690908 1/1 Attachment 1 — Woodfield Apartments Appendix C Agent Authorizations 10 (5/8/17) SF.Gi AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION• TR 4 ECHO FARMS, (9.92 ACRES) TR BCD PARKER HRS DIV LOT NO. PLAN NO. _PARCEL I.D. R06518-001-001-000 R06500-004-020-000 STREETADDRESS: 3970.3828 Indoendence Blvd Property Owner (please print): Wilson Ki The undersigned, registered property owner of the above noted property, does hereby authorize Southern Environmental Group. Inc. (SEGi) to act on my behalf in matters regarding areas of environmental concern. Property Owner's Address (if different than property above): Wilson Ki P.O. Box 12615 Wilmington, NC 28405-0130 Telephone: 910-232-3730 We hereby certify the above information submitted in this ication is true and accurate to the best of our knowledge. Property Owner Authorized Signature SEGi Authorized Signature I p- I David Scibetta Print Name Print Name 7'S' / V 9/8/2014 Date Date Attachment 1 — Woodfield Apartments Appendix D NC Division of Water Resources Water Classification Map 11 (5/8/17) PCN Appendix -Woodfield Apartments (5/8/17) - _ Echo Fanny God ._ i counhq Grub b i tl - r Surface Water Clessifieations: Lc Sveem'nOffr. 1$-$C f w�f.c� tt' ns V Bemecs C-ee� From souxe to Cape Feer R.,e- al Da.E c` Ctess.. tJ.areh 3 '959 Caoe Fee, doe.. 1!nf� ' a ' C fxn fi'19rRi� L' (5/8/17) Attachment 1 — Woodrield Apartments Appendix E Woodfield Apartments Site Plan & Profiles 12 (5/8/17) LINETYPE LEGEND MAJOR CONTOUR .NCI CONTOUR RES. PROPERTY LINE ---{--- PROJECTPBOPERTYUNE DRIVEWAY EASEMENT EXISTING RAN EXISTING SANITARY SEWER _..._.__ .........___ EASTINGWATERUNE EwsnNG enat of cuRe 1�®f EXISTING STRUCTURE �YW�WYY�. EXISTING TREE UNE x. SOIL CLASSIFICATON BOUNDARY WF CITY OF WILMINGTON DB 1274 PG 0560 ZONING: 8-'5 RESIDENTIAL LAND USE: VACANT PIN: R06500-005-004-002 / I NrF LIFE COMMUNITY CHURCH DB 5976 PG 0236 ZONING: R-15 RESIDENTIAL LAND USE: CHURCH 1 PIN. 806500-005-004-000 VVOODFIELD SITE DATA TABLE W9LMINGTON APARTMENTS PMCELADDRESS 362nd 3970INDEPENDENCE BOULEVARD BUILDING SETBACKS REOURED PROPOSED FRONT G 0 FEAR SIDE (INTERIOR) 2G 20 RI)r;500WN{00000 TAX PARCEL IDENTFlG1nON NUMBERS): fiC65ieCCt-0Ot4)DO CURRENT2ONNG' MFA4: MULT.FAMILY. MEDIUM DENSItt TOTAL ACREAGE WITNN TRE PROJECT BO(WDMIES 15.1 ACNES (657.756 SF) GROSS BULpN1G AREA-BULUNGI 75.168SF 35TORIES GROSS BULLIING AREA-BULgNIG2 170,306SF 4STORES GROSSWUDINGAREA-BULDING3 BN=SF 3STORES GROSSBULDNGAREA-BULgNG4 35,6555E 3STORIES NC BULpNG CODE CONSTRUCTION TYPE VA BUILUNG LOT COVERAGE 800% 16.00116 NUMBER OF UNITS 25N NUMBER OF BUILDINGS 4 BUILONG MIGHT 50' MAX. NUMBER OF STOPoESa SQUARE FEET PER FLOOR SEE ARCHTECIURRL RANS FOR DETAILED INFORMATION TOTAL AMOUNT OF DISTURBED AREA 9.49ACRES(413,384Sn CAMA LAND 115E CL7SSIFICATION USAN EMSTINGIFPEROOUSAR1A 0 SF(0%) IMPERVIOUS AREA (PROPOSED) ROOFTOPS 106860 SF PARKING B DRIVE ISLES M..]59 SF SIDEWNXSaAMENTY F.0°! SF OFFSITE IMPERMOUS(M N PROPOSED PUBLIC RW 162% SF TOTAL S.F.(ONSITE IMPERVIOUS AREA) 247,765 SF PERCENTAGE(ONSITE IAM—CUS AREACN.LTE AREA) 37.67 % OPEN SPACE CALCULATIONS TOTAL NMNBEROF129 TRACT AREA 657,Fi SF 15.10AC GROSS AREA OF TRACT (TRACT PREAMWl15 SW PoI✓OS) 837,101 SF 14MAC REQUREDOMNSPACE(35%OFTRACTARFA) 221.985 SF 5.12AC REQUREDACTNE OPEN SP ACE 111,493SF 2.56AC REQUIRED PASSIVE OPEN SPACE 111.4io SF 2.56 AC TOTAL OPEN SPACE PROVIDED M'�M(42.7%) 585AC PARKING CALCULATIONS PROPOSED USE: MULTFAMILY MIMEEROFSPACESREQUIREO 40.9 1.8SPACES PER UT TOTAL SPACES PROVIDED 4498 8 SPACES PER UNIT) ACCESSIBLE SPACES REQUIRED e ACCESSIBLE SPACES PROVIDED 9(4 VAN) COMPACT PARK- SPACES 35 (8%) GARAGEPARNNGSPACES 16 BICYCLE SPACES PROVIDED IS PER 100 SPACES) 25 SEC .16529, EACH PARKING SPACE LOCATED AT THE PERIMETER OFA PMMM FAGUTY SHALL BE EQUIPPED WITH A CURB, -EEL STOP, OR SIMILAR DEVICE TO PREVENT ZICLE ENCRO MENT BEYOND PROPERTY ONES OF PARNM LOTS AND INTO PEDESTRIAN WAYS OR TRAFFCAISLES. MFlM REZONING OF HALF RGHT-0E-WAY WIOIH OF INDEPENDENCE BOULEVARD WAS APPROVED BY Cltt COUNGL ON JANUARY 3RD, 2017. THIS INCLUDEDA PROVISION ALLOW NG SUIUDING 3 TO ENCROACH INTO THE MF -M SETBACK. NUMBER OF UNITS PER BUILDING NUMBER BEDROOM IRR F2BR 3- UNIT TOTAL BIALgNG 11 36 21 ] BUILgNGR 57 51 8 BUILDINGA /8 1 27 3 254 BLXLDING a, 1a 1 12 0 TOTAL NMNBEROF129 111 u UITB PARKING CALCULATION SPACES PER BEUOOM UNI T 1.5o 1 2.00 225 41) REQUIRED NlA4BER aF SPACES BASED ON W TS 1 - 1 CAP ER Nw COMPANY SLC x'65461 PG'135 �n 9.z40•E 76.2, ZONING- R 15 RESIDENTIAL G.1z AC (s tss �) gS GE �� - ��—'-"c LAND USE VACANT 1 12q•. _... of BEIMP-T J�1 Wr To BE IMPACTED _ / mv9= PIN. R,,E50., D^4 -0z2 -DDD 1 BUILDING #2 24"BUILDI+Aw'G #4 y �� GARAGE FFE - 17 F -i - .55 FF 5SPACES =h 24' i R 2 1 t N I - T — � I '" NORMAL Pool ns = ~ '� �� 1, � xis ..1-11 I F / BUILDING#3 - 2, g PRQPQBEOBGYD c 24' FFE- 16.%_ 24 PARKING (TYP OF 1 I _ L/ \ A !"-1 T � I � '"LB'S. �! . . .•: - • I i •"1>t �' _ r: s:s—14"�-�..— _ — _ _ 20.-\_ _ — ,fb'_' _ — — _ _ _1y�+ _ — _ _ y.y. — _ RS ..•�' -a--- 1� DENOTES PERVIOUS qq. CENOTE3 COMPAGT� SS _. _. .__ _. _ ryul.l`•L/&9ms.... _ _ w�"i¢txes _ — .. \\ \ t Ito VEHId.E SPACES K ss 5 : PROPOSED MONUMENT SIGN 9.z40 — r —— — ,S ---t- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- - APPROXIMATEVMAY NOE APPROXIMATE LOCATION OF PROPOSED CNi1VEWAY FOR PROPOSED gNIVEWAV FOF2 CROSSROADS AT N:' OS CRSROADS AT INDEPENDENCE INDEPENDENCE TITANIUM ROAD PARTNERS LLC DB 5479 PG 2451 ZONING: CB LAND USE: PROPOSEDSHOPPING CENTER P)N: R0650�^04-013-900 «%�an'nF �� I= 60' 0 60' 120' Immm SCALE: 1'=60' (Horiz.) sE+- e` WOODFIELD WILMINGTON APARTMENTS °"�` 8ND 208 SALE cs-�o� — P�0�4�0a 3950 INDEPENDENCE BOULEVARD RD CREED .F Oo75 x� WILMINGTON, NORTH CAROLINAHDRIzoN a DESIGNED M48IEA5 1'=60' 243 North Front Street CHECKED CFP(AA s 9ERncAI f j Phone::(910)D�°D' OVERALL SITE PLAN RtOJMGR � "" oa Phone (910)3431048, Fax: (910)251 8282 W O O D F I E L D INVESTMENTS BTATUS: PRELIMINARY PLANS C st RNs .w.w.mckimcreetl.com NOT FOR CONSTRUCTION ✓- ♦♦♦ 20 EMERGENCY SPILLWAY ♦♦♦ SEE DETAIL, THIS SHEET . .^.�♦♦♦ 11th on �_. .. _-- //- IX1TlET PROTECTION • . __- __-- SEE DETAIL: THIS SHEET • ■ r■ 1 4 , 1 , \. F ss �♦ , T- � , 1 ♦ ♦ 6 t ♦ 1 OUTLET STRUCTURE -. SEE DETAIL THIS SHEET ♦ w,eeoe '\ fi' s Qy srs_ RI -FACE BLOCK ETAINING WALL O �P�BG�\ REVISIONS GO 11� � �' � � - _ _ _tea, • a�� _ GTO -� -- - _ _ __ - \ ♦'!..'ere NORTH GXROUNA ti y \ -♦1 Public Services • Engireering Division APPROVED STORMWATER MANAGEMENT PLAN Cote:___ - Permit #__ RIP -RAP FOREBAY BERM_ J 12' NCOOT CLASS B RIP -RAP (d5D ') WITi NON -WOVEN FI_TER FAB3'RIC ;Sf GEOTEX 801 OR APPROVED EWA_) WFM &CUNDERNEATH �/ 243 North Front Street Winhington, INC 28401 Phone: (910)34}1048, Fax'. (91D)251 -82B2 NG! IC11S': i 1222 www.moXimoreed.com _ Signed: -- For each open utility cut of City streets, a $325 permit nh I \ City prior to occupancy and/or project acceptance. Approved Construction Plan '` Name Date ,!' Banning Tralfio R. Z 20' 0 10' WE SCALE: 1"=1 O' (Horiz.) STORM EPAIN \ MANHOLE (SEE SHEET CG -106) RETAINING WALL TW: 16.25 - BW: 14.25 SEE SHEET CG -103. \ SEE SI \ FOR VI \ SH ELF \ TEMPORARY POOL L. 13.40' .. PERMANFNT POOL FI 10,00' .. _ REBAY BERM L. 9.00' MAIN BAY o 0 SEDIMENT CLEANOUT EL. 2.01, Io 4 z _ POND BOTTOM EL.1.00' FOREBAY AND STORAGE POND SECTION NOT TO SCALE NOTES: 1. La IS THE LENGTH OF THE RI RAP APRON. 2. d1.5 NOT LESST MES 7HF� ES 7HF�MAXIMUM STONE DIAMETER BUT THAN 6 . 3. IN A WELL - DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION. A __ A ado d� PLAN La OUTLET PROTECTION OUTLET PIPE DIA. 24" OUTLET FLOW RATE 1.71 CFS OUTLET VELOCITY 0.97 FT/S MATERIAL CLASS A LENGTH 8' WIDTH 6' STONE DIA. 3" THICKNESS 9" PIPE OUTLET PROTECTION N TOP OF POND EL. 14.40' 9.45' 1.5' ALUMINUM ANTI -SEEP COLLAR SPACED 5 FT BELOW CUTOFF TRENCH (TYP.) WOODFIELD WILMINGTON APARTMENTS DAA 16�°2°16 scaLE " MCE PROJ.t WWSOOD2 CN -501 3950 INDEPENDENCE BOULEVARD DRAMoeslGr�o eaa�Bns MAB XORZON A a .MaAs- WILMINGTON, NORTH CAROLINA to CHECKED CFPUAS VEN/� 27 PROD. MGR. RMC W O O D F I E L D STORMWATER MANAGEMENT DETAILS STA US: I N V E S T M E N T S PRELIMINARY PLANS eEC NOT FOR CONSTRUCTION N I ss OUTLETPROTECTION SEE DETAIL: THIS SHEET I _ 20' EMERGENCY SPILLWAY y SEE DETAIL; THIS SHEET 25' VEGETATIVE WETLAND BUFFER 1 � SEE SHEET CG -TGT I _ FOR SITE GRADING L—TP --- '^ -'TP — rp iP ♦♦ SEE SHEET CL-102_-- iP In 20' 0 20' 40' \ ♦♦ FOR VEGETATIVE - SHELF PLANINGS SCALE: 1"=20' (Horiz.) '--__ . - _..! Z•wny �o: �'- TOP OF POND EL. 17.00' — _ _ X3.5;,,_' \rn •,�•• w..xeoe I I EMERGENCY SPILLWAY EL. 16.50' ._.\ 1 L - \ i OUTLET STRUCTORE :r 1TH I 1 T IL" I ENCY SPILLWAY SEE DETAIL, THIS SHEET -"� -. ,.O♦'"'" - RIP -RAP EMERG EXTEND TO TOE OF SLOPE WITH I �'� ♦♦ 12" NCDOT CLASS 8 RIP -RAP (d50 = 8") _ " 2:1 SLOPE ,♦ & 4 NCDOT NO. 57 STONE BEDDING —13.5— — — ♦♦, WRAPPED WITH NON -WOVEN FILTER FABRIC �� ♦, (51 GEOTEX 801 OR APPROVED EQUAL) EMERGENCY SPILLWAY SECTION 3:1 SLOPE NOT TO SCALE \ \\ t /DRi {..,. - 2:1 SLOPE SEE .SHEET CG -10} GALVANIZED 4'x4'.3/16"i TRASH RACK TOP EL.=16.00' 4.0' I PRECAST CONCRETEBOX FILL WITH GRCUT 1'0 ANCHOF 24" CONCRETE PIPE INV.= 13.50' SECTION VIEW 3" PVC WITH TURNED DOWN ELBOW - CAPPED - INV. EL 13.50' 1.60" HOLE DRILLED IN CAP BOTTOM EL.=13.00' NOTE: EMERGENCY PUMP TO BE RETAINED ON SITE FOR POND MAINTENANCE 8 DE -WATERING. PLAN VIEW WET POND OUTLET STRUCTURE 7 �1 3 2 5 FT 10 FT v 5' LANDSCAPE 10' MAINTENANCE '^- BUFFER BENCH // tD 24 RCP FES— IRON INV. 12.00' 4"X5/B"X IG TYPICAL SIDE k"F GTO tiORlli GRO W TSA Public Services. Engineering Division APPROVED STORMWATER MANAGEMENT PLAN Dote: ____--_ Permit #_______ Signed: __ For each open utility cut of City streets, from permit , it c shall be requirededfrom the City prior to occupancy and/or project acceptance. Approved Construction Plan Name D61e Planning Traffic Rm NOTES 1. Lc IS THE LENGTH OF THE RIPRAP APRON. 2. 1 = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6-. 3. IN A WELL - DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6' ABOVE THE MAA.UM TAILWATER DEPTH OR TO THE TOP OF THE BANK. WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. A A ld- Q OUTLET PROTECTION OUTLET PIPE DIA, 24" OUTLET FLOW RATE 4.22 CFS OUTLET VELOCITY 2.40 FT/S MATERIAL CLASS A LENGTH 8' NOT 6' STONE DIA. 3" THICKNESS 9" P2a1111 PIPE OUTLET PROTECTION 10.0' s �, - PATE: 16 NOV 2016 e ♦ WOODFIELD WILMINGTON APARTMENTS t 0� 3950 INDEPENDENCE BOULEVARD �v�' wa 0 '(1 N FJMCN-502 P��£�=D HGR12DNTA WILMINGTON, NORTH CAROLINA ED MA9F_As r-zD -L, DESIGNED �Q AC Q�((LlJ 11111.11 Front Street CHECKED GFPUAS VERnCAL: V V y` NFlmington, NO 2a4D1 PRDJ. MGR RMC d//4 V ; Phone 910 3431D4a Fa 9101251-8262 A God W O O D F I E L D STORMWATER MANAGEMENT DETAILS (STATUS. _ I N V E S T M E N T S PRELIMINARY PLANS REVISIONS —TIcki need— NOT FOR CONSTRUCTION -� RIP -RAP FOREBAY BERN 12- NCDOT CLASS a RIP -RAP TOP OF POND EL. 17.0' (050 - 6") WITH NON -WOVEN FILTER FABRIC (SI GEOTEX 801 OR APPROVED EQUAL) OVERFLOW STRUCTURE UNDERNEATH TEMPORARY POOL EL 16.00' (SEE DETAIL) 1 8.0' (PIPE LENGTH INCLUDES FES) AANENT POOL EL, 13.50:_ . , . .. PF MAN NT PpOnnL_LL__1�3,SQ' ... ... `', ,'r (ASTM C 6 CLASS III PIPE) BERM EL. 12.50' 1MAIN N1TH RINGFOREBAY FOREBAY BAY o 72? I -�� -NV 13.5' 12 3 FTINV 13.08' VT CLEANOUT EL. 7.00'x. SEDIMENT CLEANOUT EL. 5.00' CUTOFF TRENCH 3 FT 3 FT WITH 1.1 SIDE SLOPES 1.5' ALUMINUM 4 POND BOTTOM EL. 4.00 ANTI -SEEP COLLAR - SPACED 5 FT BELOW VEGETATEDT SHELF 1/3 LENGTH OF PIPE RUN CUTOFF TRENCH (TYP.) FOREBAY AND STORAGE POND SECTION 6:1 SLOPE TYP- NOT TO SCALE s �, - PATE: 16 NOV 2016 e ♦ WOODFIELD WILMINGTON APARTMENTS t 0� 3950 INDEPENDENCE BOULEVARD �v�' wa 0 '(1 N FJMCN-502 P��£�=D HGR12DNTA WILMINGTON, NORTH CAROLINA ED MA9F_As r-zD -L, DESIGNED �Q AC Q�((LlJ 11111.11 Front Street CHECKED GFPUAS VERnCAL: V V y` NFlmington, NO 2a4D1 PRDJ. MGR RMC d//4 V ; Phone 910 3431D4a Fa 9101251-8262 A God W O O D F I E L D STORMWATER MANAGEMENT DETAILS (STATUS. _ I N V E S T M E N T S PRELIMINARY PLANS REVISIONS —TIcki need— NOT FOR CONSTRUCTION -� N +G' U 20' 40' SCALE: 1"=20' (Horiz.) GALVANIZED 4'x4'x3/16" TRASH RACK TOP OF POND EL. 20.40' 4.0' J I II I EMERGENCY SPILLWAY EL. 19.90' b II I I II -11 RIP -RAP EMERGENCY SPILLWAY FILL WITH GRCUT I 1 , ! \ EXTEND TO TOE OF SLOPE WITH .\\ I 12" NCDOT CLASS B RIP -RAP (d50 - B") & 4 NCDOT NO. 57 STONE BEDDING WRAPPED WITH NON -WOVEN FILTER FABRIC 15" CONCRETE PIPE (SI GEOTEX 801 OR APPROVED EQUAL) EMERGENCY SPILLWAY SECTION NOT TO SCALE NOTE: EMERGENCY PUMP TO BE RETAINED ON SITE GALVANIZED 4'x4'x3/16" TRASH RACK 1" 0 EXPANSION ANCHORS TYPICAL EACH SIDE PLAN VIEW WET POND OUTLET STRUCTURE NOT TO SCALE E 3 2 L5 FT I 10 FT J: 5' LANDSCAPE 10' MAINTENANCE BUFFER BENCH IRON I" X 5/8" X G TYPICAL SIDE 15 RCP FES INV. 16.30' PROPERTY LINE - 25' VEGETATIVE WETLAND Nar 414ge zI><z. BUFFER. CU1ET PROTECTION SEE DETAIL: THIS SHEET 20' EMERGENCY SPILLWAY SEE DETAIL; THIS SHEET j- �6.0' ANENT POOL EL 17 50' I o FOREBAY 2 PT EDIMENT CLEANOUT EL. 14.0 z Ay Rn'rTn. D. %=.SEE DETAIL; THIS SHEET A.��w�aue .,SEE SHEET CL -102 FOR VEGETATIVE SHELF PLANTINGS / / 1 RIP -RAP FOREBAY BERM 12 NCOOT CLASS B R.P-RA- (C5D = 8-) WITH NDN -WOVEN FILTER FABRIC (SI CEOTEX 801 OR APPROVED EQUAL) UNDERNEATH TEMPORARY POOL EL 19.40' _... PERMANENT PQ Fi 17..54'_ BERM EL. 16.50' MAIN BAY o SEDIMENT CLEANOUT EL. 12.D0' v' �f= FOREBAY AND STORAGE POND SECTION NOT TO SCALE OVERFLOW STRUCT (SEE DET 0C1RtAIH l'' 1 \I ll\{ Public Services0 Engineering Division APPROVED STORMWATER MANAGEMENT PLAN Oct.: __________ Permit #_______ Signed: For each open utility cut of City streets, a $325 permit � �r� shall be required from the i1Ct1ch City prior to ocapancy and/or project acceptance. Approved Construction Plan N,-- Date Planning Traffic Rre OUTLET PROTECTION OUTLET PIPE DIA. 15" OUTLET FLOW RATE 1.35 CFS OUTLET VELOCITY 0.77 FT/S MATERIAL CLASS A Lo LENGTH 5' WIDTH 4' STONE DIA. 3' q THICKNESS 9" PIPE OUTLET PROTECTION N _,A_ NOTES 1. Lo IS THE LENGTH OF THE RIPRAP APRON. 2. de 1.5 LIMES TH( MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 . 3. IN A WELL - DEFINED CHANNEL EXTEND THE AFRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK. WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION. AA add $ JPLAN 10.0' TOP OF POND EL. 20.4' LENGTH INCLUDES FES) C76 CLASS III PIPE) '---INV 17.5' 1 CUTOFF TRENCH 3 FT —3 FT WITH 1:1 SIDE SLOPES FT VEGETATED SHELF 1/3 LENGTH OF PIPE RUN 6:1 SLOPE TYP. 17.40' 1.5' ALUMINUM ANTI -SEEP COLLAR SPACED 5 FT BELOW CUTOFF TRENCH (TY-.) e` ♦ WOODFIELD WILMINGTON APARTMENTSEPRD . SCA = CN -5o3 ?RL 00 ���11V1`I�11V1V Ll�LI�'ll 3950 INDEPENDENCE BOULEVARD SAWN MAS JE/ �I WILMINGTON, NORTH CAROLINA DESIGWD MAIMEAS 243 North Front Stree[ p1 29 EC�D CFPWS VERTIGPL. VV tJ0 VAlmlrgton. NC 28401 N/A 005 Phone: (910)343.1048, Far: (910)251-8282 W O O D F I E L D oRo MGRS NcucENaEr-,TAT STORMWATER MANAGEMENT DETAILS REVISIONS mcMmcreed.com r' " - " -' srnros PRELIMINARY PLANS " NOT FOR CONSTRUCTION TCP EL.=19.40' B 4.0' J PRECAST CONCRETE BOX I �� I FILL WITH GRCUT I 1 , ! \ 3" PVC WITH TURNED DOWN .\\ I ELBOW - CAPPED - INV. EL 17.50' 1.10" HOLE DRILLED IN CAP BOTTOM EL -17.0C 15" CONCRETE PIPE INV.= 17.5' NOTE: EMERGENCY PUMP TO BE RETAINED ON SITE FOR POND MAINTENANCE & DE -WATERING. SECTION VIEW 1" 0 EXPANSION ANCHORS TYPICAL EACH SIDE PLAN VIEW WET POND OUTLET STRUCTURE NOT TO SCALE E 3 2 L5 FT I 10 FT J: 5' LANDSCAPE 10' MAINTENANCE BUFFER BENCH IRON I" X 5/8" X G TYPICAL SIDE 15 RCP FES INV. 16.30' PROPERTY LINE - 25' VEGETATIVE WETLAND Nar 414ge zI><z. BUFFER. CU1ET PROTECTION SEE DETAIL: THIS SHEET 20' EMERGENCY SPILLWAY SEE DETAIL; THIS SHEET j- �6.0' ANENT POOL EL 17 50' I o FOREBAY 2 PT EDIMENT CLEANOUT EL. 14.0 z Ay Rn'rTn. D. %=.SEE DETAIL; THIS SHEET A.��w�aue .,SEE SHEET CL -102 FOR VEGETATIVE SHELF PLANTINGS / / 1 RIP -RAP FOREBAY BERM 12 NCOOT CLASS B R.P-RA- (C5D = 8-) WITH NDN -WOVEN FILTER FABRIC (SI CEOTEX 801 OR APPROVED EQUAL) UNDERNEATH TEMPORARY POOL EL 19.40' _... PERMANENT PQ Fi 17..54'_ BERM EL. 16.50' MAIN BAY o SEDIMENT CLEANOUT EL. 12.D0' v' �f= FOREBAY AND STORAGE POND SECTION NOT TO SCALE OVERFLOW STRUCT (SEE DET 0C1RtAIH l'' 1 \I ll\{ Public Services0 Engineering Division APPROVED STORMWATER MANAGEMENT PLAN Oct.: __________ Permit #_______ Signed: For each open utility cut of City streets, a $325 permit � �r� shall be required from the i1Ct1ch City prior to ocapancy and/or project acceptance. Approved Construction Plan N,-- Date Planning Traffic Rre OUTLET PROTECTION OUTLET PIPE DIA. 15" OUTLET FLOW RATE 1.35 CFS OUTLET VELOCITY 0.77 FT/S MATERIAL CLASS A Lo LENGTH 5' WIDTH 4' STONE DIA. 3' q THICKNESS 9" PIPE OUTLET PROTECTION N _,A_ NOTES 1. Lo IS THE LENGTH OF THE RIPRAP APRON. 2. de 1.5 LIMES TH( MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 . 3. IN A WELL - DEFINED CHANNEL EXTEND THE AFRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK. WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION. AA add $ JPLAN 10.0' TOP OF POND EL. 20.4' LENGTH INCLUDES FES) C76 CLASS III PIPE) '---INV 17.5' 1 CUTOFF TRENCH 3 FT —3 FT WITH 1:1 SIDE SLOPES FT VEGETATED SHELF 1/3 LENGTH OF PIPE RUN 6:1 SLOPE TYP. 17.40' 1.5' ALUMINUM ANTI -SEEP COLLAR SPACED 5 FT BELOW CUTOFF TRENCH (TY-.) e` ♦ WOODFIELD WILMINGTON APARTMENTSEPRD . SCA = CN -5o3 ?RL 00 ���11V1`I�11V1V Ll�LI�'ll 3950 INDEPENDENCE BOULEVARD SAWN MAS JE/ �I WILMINGTON, NORTH CAROLINA DESIGWD MAIMEAS 243 North Front Stree[ p1 29 EC�D CFPWS VERTIGPL. VV tJ0 VAlmlrgton. NC 28401 N/A 005 Phone: (910)343.1048, Far: (910)251-8282 W O O D F I E L D oRo MGRS NcucENaEr-,TAT STORMWATER MANAGEMENT DETAILS REVISIONS mcMmcreed.com r' " - " -' srnros PRELIMINARY PLANS " NOT FOR CONSTRUCTION Attachment l —Woodfield Apartments Appendix F Natural Heritage Threatened & Endangered Species Report 13 (5/8/17) Natural and Cultural Resource, April 17, 2017 David Scibetta Southern Environmental Group, Inc. 5315 South College Road Suite E Wilmington, NC 28412 RE: Woodfield Wilmington Dear David Scibetta: ROI COOPER Go. e, n o, SUSI H. ]ELMMI .TON NCNHDE-3341 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. A query of the NCNHP database, based on the project area mapped with your request, indicates that there are no records for rare species, important natural communities, natural areas, or conservation/managed areas within the proposed project boundary. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one -mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists and is included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the project area, if any, are also included in this report. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement, or Federally -listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rod ney.butler(cDncdcr.gov or 919.707.8603. Sincerely, NC Natural Heritage Program -^`Nothing Compares -1 Stat_ of Iv:, V. CacoGna I Department of 10turaf and Cultural Resources I Natura: Heritage Kagram 121 W. Jones Sleet I Raleigh, NC 27603 i651 Mag service Center i Raleigh, NC 27699-1651 www nenho_are 1 919-707-6107 Page 2 of 4 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area Woodfield Wilmington April 17, 2017 NCNHDE-3341 Element Occurrences Documented Within a One -mile Radius of the Project Area -Sc taxonomic EO 1D Ien�flc Name Common Name Last Element ccuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank Date Rank Amphibian 35967 Anaxyrus quercicus Oak Toad 1971-08-12 H 3 -Medium --- Significantly G5 S3 Rare Amphibian 900 Rana capito capito Carolina Gopher Frog 1969-07 H 4 -Low Species of Threatened G3 S1 Concern Bird 18337 Picoides borealis Red -cockaded 1976-03 H 4 -Low Endangered Endangered G3 S2 Woodpecker Freshwater Fish 12176 Acipenser brevirostrum Shortnose Sturgeon 1993 B 5 -Very Endangered Endangered G3 S1 Low Freshwater Fish 32417 Acipenser oxyrinchus Atlantic Sturgeon 2012-04-04 E 4 -Low Endangered Endangered G3 S2 Mammal 24390 Corynorhinus rafinesquii Eastern Big -eared Bat 2006 -Pre E 5 -Very Species of Special G3G4T S3 macrotis Low Concern Concern 3 Mammal 32126 Myotis septentrionalis Northern Long-eared Bat 1994 -Post E 5 -Very T -4(d) Significantly G1G2 S2 Low Rare Mammal 17664 Trichechus manatus West Indian Manatee 2012-08-18 E 5 -Very Endangered Endangered G2 S1 N Low Natural 31512 Tidal Freshwater Marsh --- 2012 BC 3 -Medium --- --- G4G5 S3 Community (Cattail Subtype) Natural 31513 Tidal Freshwater Marsh --- 2012 BC 3 -Medium --- --- G4? S4 Community (Sawgrass Subtype) Natural 12602 Xeric Sandhill Scrub --- 1998-09-15 C 3 -Medium --- --- G3? S3S4 Community (Typic Subtype) Reptile 3970 Alligator mississippiensis American Alligator 2005-10-17 E 4 -Low Threatened Threatened G5 S3 Similar Appearance Reptile 34706 Farancia erytrogramma Rainbow Snake 2002-05-02 E 3 -Medium --- Significantly G4 S3 Rare Reptile 3886 Heterodon simus Southern Hognose Snake 2001-05-14 E 4 -Low Species of Special G2 S2 Concern Concern Reptile 7090 Heterodon simus Southern Hognose Snake 1977-06 E 4 -Low Species of Special G2 S2 Concern Concern Reptile 10990 Liodytes pygaea Black Swampsnake 1979-06-18 H? 4 -Low --- Significantly G5 S2 Rare Page 2 of 4 Element _Occurrences Documented Within a One-mile Radius of the Project Area 7axonomic'w EO IDScientific Name Common Name pT PLast _..� Element Accuracy Federal _ -State �Global . State Group Observation Occurrence Status Status Rank Rank Date Rank Reptile 12001 Liodytes rigida Glossy Crayfish Snake 1974-07 H? 3-Medium --- Significantly G5 S2S3 Rare Reptile 12976 Ophisaurus mimicus Mimic Glass Lizard 1967-06 H 5-Very Species of Special G3 S1 Low Concern Concern Vascular Plant 30852 Baccharis glomeruliflora Silverling 1904-Pre H 5-Very --- Special G4 S1 Low Concern Historical Vascular Plant 22454 Dichanthelium Hidden-flowered 1906-05-04 H 5-Very --- Significantly G3G4Q S2 cryptanthum Witchgrass Low Rare Throughout Vascular Plant 16931 Dionaea muscipula Venus Flytrap 1994-06-22 F 3-Medium Species of Special G3 S2 Concern Concern Vulnerable Vascular Plant 28537 Iris prismatica Slender Blue Iris 2002-05-04 E 3-Medium --- Significantly G4G5 S1S2 Rare Throughout Vascular Plant 4403 Lachnocaulon minus Brown Bogbutton 1998-09-15 E 3-Medium --- Threatened G3G4 S2 Vascular Plant 1556 Litsea aestivalis Pondspice 1998-09-15 C 3-Medium Species of Special G3? S2S3 Concern Concern Vulnerable Vascular Plant 18345 Platanthera nivea Snowy Orchid 1938-07-07 H 5-Very --- Threatened G5 S1 Low Natural Areas Documented Within a One-mile Radius of the Project Area ite Name Representational Rating Collective Rating South Wilmington Sandhills R2 (Very High) C3 (High) CPF/Lower Cape Fear River Aquatic Habitat n/a (Not Applicable) C4 (Moderate) Barnards Creek Natural Area R3 (High) C5 (General) Managed Areas Documented Within a One -mile Radius of the Project Area _ Managed Area ame Owner Owner Type New Hanover County Open Space New Hanover County: multiple local government Local Government Definitions and an explanation of status designations and codes can be found at https://ncnhde nature serve ora/content/help. Data query generated on April 17, 2017; source: NCNHP, Q1 January 2017. Please resubm information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 3 of 4 NCNHDE-3341: Woodfield Wilmington April 17, 2017 [� Project Boundary ❑ Buffered Project Boundary NHP Natural Area (NHNA) Managed Area (MAREA) Page 4 of 4 1;23,258 0 0.2 0.4 0.8 mi 0 0.3 0.6 1.2 km Soum": Eon, HERE, DoLorme, Intermap, Increment P Cory., GEBCO. USGS. FAO. NPS, NRCAN, G"Base, IGN. Kodaster NL. Ordnance Sumov. Esri Japan, MET), Esri China (Hong Kong), svisstopo, Mamnylndia. 0 OmStreetMap contributors, and the GIS User Community Attachment 1 — Woodfield Apartments Appendix G NC Division of Marine Fisheries Primary Nursery Area Map 14 (5/8/17) PCN Appendix -Woodfield Apartments i' • ..I• j Ir ! ! + � � r �s •�� Lam'" B •. �'' .X F Ca e Fear River -� .01 19 a M� (5/8/17) Attachment l — Woodfield Apartments Appendix H New Hanover County Flood Map 15 (5/8/17) PCN Appendix -Woodfield Apartments C, c O C' 0 C. 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