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HomeMy WebLinkAbout20070699 Ver 2_More Info Received_20100726 O?-ot-Pqq V? ,9 Bl 7 e Ridge En ? neG Q?ng.F?? N529 o LUC rth Main Street , NC 286_ li WillcesUot•o (336) 838-2500 July 23, 2010 Mrs. Emily Hughes U.S. Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 Ref: Individual Permit Application Porter's Neck Crossing New Hanover County, NC Dear Mrs. Hughes: Please find the enclosed Individual Permit submittal for the above referenced project. This application is being submitted on behalf of ACI-Pine Ridge, LLC for the construction of the Porter's Neck Crossing Shopping Center, a new development located at the intersection of Market Street and Porter's Neck Road in New Hanover County, NC. The proposed project will impact 3.90 acres of 404 wetlands. To compensate for these i -npacts, the applicant proposes to preserve the remaining 13 acres of wetlands on the property and further compensate by purchasing credits from an approved mitigation bank or payment to the Ecosystem Enhancement Program. The application form, project narrative, and associated plans are enclosed for your review. Please feel free to call with any questions. Thanks in advance for your assistance with this project. Sincerely, M. Devin taley, Engineering Manage cc: Mr. James A. Black, Jr., ACT Mr. Martin Fridy, MPG Mr. George House, BPMHL Ms. Joanne Steenhuis, DWQ Mr. Stephen Rynas, DCM File #7015 p 529 Main Street Blue Ridge Engineering '6 ?..LC North Wilkesboro, NC 28659 (336) 838-2500 July 23, 2010 Ms. Joanne Steenhuis Division of Water Quality 127 Cardinal Drive Extension Wd muigton, NC 28405 Ref: 401 Water Quality Certification Application Porter's Neck Crossing New Hanover County, NC Dear Ms. Steenhuis: Please find the enclosed 401 Water Quality Certification submittal for the above referenced project. This application is being submitted on behalf of ACI-Pine Ridge, LLC for the construction of the Porter's Neck Crossing Shopping Center, a new development located at the intersection of Market Street and Porter's Neck Road in New Hanover County, NC. The proposed project will impact 3.90 acres of 404 wetlands. To compensate for these impacts, the applicant proposes to preserve the remaining 13 acres of wetlands on the property and further compensate by purchasing credits from an approved mitigation bank or payment to the Ecosystem Enhancement Program. The application form, project narrative, and associated plans are enclosed for your review. The $570 application fee is also enclosed. Please feel free to call with any questions. Thanks in advance for your assistance with this project. Sincerely, /VI M. Devin taley, Engineering Manage cc: Mr. James A. Black, Jr., ACI Mr. Martin Fridy, MPG George House, BPMHL Mrs. En-ily Hughes, USACE Mr. Stephen Rynas, DCM File #7015 „. Y!g 529 Main Street ?• Blue Ridge En(ii7 1 ee t? PLLC North Wilkesboro, NC 28659 ?j rj (336) 8,38-2500 July 23, 2010 Stephen Rynas Federal Consistency Coordinator NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Ref Request for concurrence Porter's Neck Crossing New Hanover County, NC Dear Mr. Rynas: On behalf of ACI-Pine Ridge, LLC, Blue Ridge Engineering PLLC requests concurrence from the Division of Coastal Management of the applicant's consistency certification. The applicant is proposing the construction of the Porter's Neck Crossing Shopping Center, a new development located at the intersection of Market Street and Porter's Neck Road in New Hanover County, NC. The proposed project will impact 3.90 acres of 404 wetlands. To compensate for these impacts, the applicant proposes to preserve the remaining 13 acres of wetlands on the property and further compensate by purchasing credits from an approved mitigation bank or payment to the Ecosystem Enhancement Program. The applicant has applied for an Individual Permit and a 401 Water Quality Certification for this project. We have reviewed the State's coastal program regulations and the local Land Use Plan for New Hanover County. The proposed development complies with the policies of North Carolina's approved coastal management plan and will be performed in a manner consistent with these policies. Enclosed you will find a copy of the Individual Permit application and Project Narrative, which describe the project's compliance with the coastal program regulations, specifically avoidance and minimization of wetland impacts, water quality protection, and Mitigation. The application fee of $475 is also enclosed. Please feel free to call with any questions. Thanks in advance for your assistance with this project. Sincerely, M io M. Devin taley, Engineering Manage cc: Mr. James A. Black, Jr., ACI Mr. Martin Fridy, MPG George House, BPMHL Mrs. Emily Hughes, USACE Ms. Joanne Steenhuis, DWQ File #7015 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 (33 CFR 323) EXPIRES: 31 August 2012 Public reporting burden for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Ple ase DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries , Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This Information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BY APPLICANT) 5. APPLICANT'S NAME: 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required) First - James Middle - A. Last - Black First - M. Middle - Devin Last - Staley, PE Company- ACI - Pine Ridge, LLC Company- Blue Ridge Engineering PLLC E-mail Address - jimmy@alliancecommercialproperties.com E-mail Address - devin.staley@brepllc.com 6. APPLICANT'S ADDRESS. 9. AGENT'S ADDRESS Address - 1400 W. Northwood Street Address - 529 Main Street City - Greensboro Stale - NC Zip - 27408 Country - USA City - North Wilkesboro State - NC Zip - 28659 Country - USA 7. APPLICANT'S PHONE NOs. W/AREA CODE. 10. AGENTS PHONE NOs. W/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 336-558-8052 336-383-5901 336-275-0807 336-452-0500 336-838-2500 336-838-4179 STATEMENT OF A UTHORIZA TION 11. 1 hereby authorize, ° c Q' to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental i formation in su ort 0I this per t application. rrA ' / }f APPLICANT'S SIGNATURE DATE NAME, L CATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see insbuctlons) Porter's Neck Crossing 13. NAME OF WATERBODY, IF KNOWN (ilappiicable) 14. PROJECT STREET ADDRESS (u applicable) Address 15. LOCATION OF PROJECT 183 Porter's Neck Road Latitude: °N 34.303 Longitude: 'W 77.789 City - Wilmington State - NC Zip - 28411 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see insimccons) State Tax Parcel ID SEE ATTACHMENT Municipality Section - Township - Ranae - 17. DIRECTIONS TO THE SITE From Wilmington: Travel North on Market St. (Hwy 17). Turn left onto Porter's Neck Road. Project is located behind Porter's Neck Shopping Center. ENG FORM 4345, SEPT 2009 EDITION OF OCT 2004 IS OBSOLETE Proponent: CECW-OR 18. Nature of Activity (Description of project, include all features) The preferred project consists of 3.9 Ac. of wetland impact on a 53.8 Ac. site. Development of the site will include commer 19. Project Purpose (Describe the reason or purpose of the project, see instructions) To provide a commercial/retail development within the expanding section of northern New Hanover County. SEE ATTACHMENT USE BLOCKS 20.23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge To provide an adequate area on which to construct commercial/retail space. SEE ATTACHMENT 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type SEE ATTACHMENT Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres 3.9 Ac. SEE ATTACHMENT Or Liner Feet 23. Description of Avoidance, Minimization, and Compensation (see instructions) SEE ATTACHMENT 24. Is Any Portion of the Work Already Complete? Yes 2L No _ IF YES, DESCRIBE THE COMPLETED WORK As a condition of the rezoning of the Lowe's tract; water, sanitary sewer, stormwater, and roadway improvements are under c 25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a supplemental list). Address- SEE ATTACHMENT City - State - Zip - 26. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED SEE ATTACHMENT Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. ozlz3 ?? SIGNATURE OF APPLICANT DATE ,zZSI TURE GENT DATE The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, SEPT 2009 Blocks continued Block 18 continued: cial/retail space, associated parking and internal access roads. SEE ATTACHMENT Block 24 continued: onstruction. No fill material has been placed in the wetlands. SEE ATTACHMENT ENG FORM 4245, SEPT 2009 EDITION OF OCT 2004 IS OBSOLETE Proponent: CECW-OR Block 16 - Location Description Porter's Neck Crossing New Hanover County, NC July 23, 2010 ACI - Pine Ridge, LLC The subject property consists of the following eight tracts: PID# Physical Address Auproximate Size R02800-001-177-000 167 Porter's Neck Road 1.171 Ac. R02800-001-178-000 163 Porter's Neck Road 1.802 Ac. R02800-001-179-000 164 & 168 Porter's Neck Road 1.984 Ac. R02800-001-180-000 178 Porter's Neck Road 1.470 Ac. R02800-001-181-000 188 Porter's Neck Road 1.308 Ac. R02800-001-183-000 191 Porter's Neck Road 15.600 Ac. R02800-001-184-000 179 & 183 Porter's Neck Road 19.779 Ac. R02800-001-185-000 175 Porter's Neck Road 9.000 Ac. ----- Roadway R/W 1.686 Ac. Block 24 - Adjoining Property Owners Porter's Neck Crossing July 23, 2010 New Hanover County, NC ACI - Pine Ridge, LLC In addition to those listed below, the subject property is adjoined NCDOT Right-of-Way for Interstate 140 (Wilmington Bypass) to the north and for US Highway 17 (Market Street) to the east. The following information was obtained from New Hanover County GIS: PID# Property Owner Porter's Neck Center Inc. R02800-001-156-000 616 Princess Street Wilmington, NC 28401 Gray Property 2205 LLC R02800-001-143-000 56004 Monument Avenue 20 Richmond, VA 23230 Covil Crossing Group LLC R02800-001-025-000 P.O. Box 777 R02800-001-026-000 Carolina Beach, NC 28428 R2800-002-003-000 Scarafoni Associates NC Inc. R2800-002-004-000 616 Princess Street R2800-001-182-000 Wilmington, NC 28401 Block 26 - Other Certifications /Approvals Porter's Neck Crossing New Hanover County, NC July 23, 2010 ACI - Pine Ridge, LLC Agency Type Approval Identification Number Date Applied Date Approved NCDENR - DW Stormwater SW8 080742 08-12-08 08-19-08 NHC Stormwater 471-09/02/08 07-01-08 09-02-08 CFPUA Water NC0465232 07-01-08 10-29-08 NCDENR - DWQ Water PWSID:04-65-232 11-07-08 02-17-09 NCDENR- DWQ Sanitary Sewer WQ0033576 08-07-08 12-05-08 CFPUA Sanitai Sewer File #217.30 05-23-08 10-27-08 NCDOT Encroachment E-65-08-150 05-14-08 12-30-08 NCDOT Driveway D-65-08-042 07-01-08 01-07-09 NHC Erosion Control 44-08 07-01-08 10-15-08 NHC Rezoning 2-861 03-22-07 09-04-07 PROJECT NARRATIVE Porter's Neck Crossing July 23, 2010 New Hanover County, NC ACI - Pine Ridge, LLC INTRODUCTIO ACI - Pine Ridge, LLC (ACI), the applicant, is requesting an Individual Permit from the US Army Corps of Engineers as well as a 401 Water Quality Certification from the NCDENR - Division of Water Quality and a consistency certification from the NC Division of Coastal Management. ACI received a Notification of Jurisdictional Determination (JD) for the subject property on November 20, 2007. ACI's former agent, Land Management Group, Inc., previously submitted an application to USACE, NCDENR, and NCDCM for the appropriate permitting and approval. This application was closed in May 2008 for failure to comment on the public notice within the required time frame. ACI has since retained Blue Ridge Engineering, PLLC (BRE) to act as its agent for all USACE, NCDENR, and NCDCM permitting and approval issues for the subject property. SITE IDENTIFICATIO The subject property is known as Porter's Neck Crossing and is located in the southwest quadrant of the intersection of US Highway 17 (Market Street) and Interstate 140 in New Hanover County, NC. The site has a physical address of 183 Porter's Neck Road Wilmington, NC 28411. The site consists of eight separate tracts, approxitnately 53.8 acres, including approxumately 16.9 acres of wetlands. The site is located within the Cape Fear River Basin. The project includes the development of the site in two phases, which are discussed in detail in the subsequent paragraphs. The proposed project will include construction of approximately 350,000 square feet of commercial/retail space, associated parking areas, and an internal roadway system. A vicinity map, aerial map, and topographic map are attached for reference. The subject property is adjoined by Interstate 140 (Wihmington Bypass) to the north, undeveloped wooded residential lots to the west (Greenview Ranches), various retail/ commercial areas and an apartment complex to the south, and US Highway 17 (Market Street) to the east. Porter's Neck Crossing 1 of 11 July 23, 2010 The subject property is located in the northeast portion of the county in an area classified on the 2006 CAMA Land Classification map as transition on the southeastern portion and aquifer resource protection on the northwestern. This transition area is to provide for future intensive urban development on lands that have or will have urban services. The location of these areas is based upon land use planning policies requiring optimum efficiency in land utilization and public service delivery. Currently, other commercial uses are prevalent in this project's vicinity. EXISTING CONDITIONS Area of Phase I Phase I, located along the eastern portion of the project limits, consists of approximately 16.2 acres, including approximately 1.6 acres of wetlands. According to the jurisdictional Determination, these wetlands are in the headwaters of Island and Smith Creeks, tributaries to the Northeast Cape Fear River. No streams exist on-site. These wetlands have been characterized as degraded wetlands. The quality of these wetlands was directly impacted by the construction of Interstate 140 (Wilmington Bypass), which severed this ecosystem and significantly altered its hydrology. No wetlands are to be disturbed as part of the development of Phase I. Phase I includes construction of 156,125 square feet Lowe's Home Improvement Warehouse, associated parking areas, roadway improvements, water, sanitary sewer, and storrmwater infrastructures. This Lowe's parcel was rezoned in September 2007 to a Conditional District Highway Business zoning district, CD(B-2). A special use permit was granted for a Building Materials and Garden Supplies Store in order to accommodate the new Lowe's Home Improvement Warehouse. As a condition to the special use permit, the applicant was required to complete roadway improvements both on and off site (including the extension of Porter's Neck Road, various umprovements to Highway 17, and construction of an internal drive connection to the existing Food Lion shopping center adjacent to the project, which will also serve a majority of Phase II), water, sanitary sewer, and storm water (including three detention ponds) infrastructure as required by New Hanover County and other state agencies. These infrastructure improvements were required to be completed prior to issuance of a certificate of occupancy to Lowe's Home Improvement Warehouse. Therefore, construction of Phase I commenced in August 2008. Water and sanitary sewer infrastructures have been completed to serve Phase I and Phase II of construction. Stormwater infrastructure has been completed for approximately 50% of Phase II. Lowe's began vertical building construction in March 2010. Area of Phase II Porter's Neck Crossing 2 of 11 July 23, 2010 Phase II of the proposed project includes the remaining 37.6 acres, including 15.3 acres of wetlands. The area of Phase II consists of sparsely wooded areas, heavily wooded areas, and maintained areas containing various types of vegetation and groundcover. Phase II will include the construction of approxiunately 194,000 square feet of retail/ commercial space, associated access drives and parking areas. Phase II of the project proposes to impact approxitnately 3.90 acres of wetlands. According to the jurisdictional Determination, these wetlands are in the headwaters of Island and Smith Creeks, tributaries to the Northeast Cape Fear River. No streams exist on-site. The wetlands located in the southwestern corner of the site have been identified as a high quality Carolina Bay. The wetlands located directly adjacent to Interstate 140 (Wilmington Bypass) have been characterized as degraded wetlands. The quality of these wetlands was directly impacted by the construction of Interstate 140 (Wilmington Bypass), which severed this ecosystem and significantly altered its hydrology. NCDENR - DWQ determined that the project is not located within '/z mile of an SA-classified waterbody. According to the United States Department of Agriculture Soil Survey of New Hanover County (April 1977), wetlands within the site are classified as containing Leon sand (Le) and Murville sand (Mu). These soils are characterized as poorly drained soils. Wetlands within the site support various types of vegetation, primarily loblolly bay (gordonia lasianthus), gallberry (ilex glabra), fetterbush (?onia hicida), tid (cyrilla racemiflora) and arrow arum (peltandra virginica). Uplands within the site are classified as containing Leon sand (Le), Lynn Haven fine sand (Ly), Rimi sand (Rin), and Wakulla sand (Wa). Leon sand and Lynn Haven fine sand are characterized as poorly drained soils, while Rani sand and Wakulla sand are characterized as excessively drained soils. Uplands within the site support various types of vegetation, primarily loblolly pine (pinus taeda), sweet pepperbush (clethra ahiifolia), creeping blueberry (vaccinium crassi blium), and wiregrass (aristida stricta). HREATENED AND/OR ENDANGERED SPECIES The USFWS has ten (10) species listed as threatened and/or endangered for New Hanover County, NC. They include: American Alligator (Alligator Mississippiensis), Green Sea Turtle (Cheloma Mydas), Loggerhead Sea Turtle (Caretta Caretta), Piping Plover (Charadrius Melodus), Red-Cockaded Woodpecker (Picoides Borealis), Shortnose Sturgeon (Acoenser Brevirostrum), West Indian Manatee (Diehechus Manatue), Cooley's Meadowrue (Thalictrum Cooleyz), Rough-Leaved Loosestrife (Lysimachia Aipemlaefolia), and Seabeach Amaranth (Amaranthus Pumilus). Of these ten (10) species, seven (7) require a coastal, marine, or aquatic habitat, therefore excluding them from inhabiting the subject Porter's Neck Crossing 3 of 11 July 23, 2010 property. They include: American Alligator, Green Sea Turtle, Loggerhead Sea Turtle, Piping Plover, Shortnose Sturgeon, West Indian Manatee, and Seabeach Amaranth. The remaining three (3) species could potentially exist on/near the area of the site. They are listed below with a description of their habitat. 0 Red-Cockaded Woodpecker: This species prefers open stands of pine containing trees 60 years old and older for nesting and roosting, in which they excavate the cavities of these larger older pines. Longleaf pines (Pinus palustris) are most commonly used, but other species of southern pine are also inhabited. Dense stands (stands that are primarily hardwoods, or that have a dense hardwood understory) are avoided. This species requires a foraging habitat where pine and pine hardwood stands 30 years old or older with foraging preference for pine trees 10 inches or larger in diameter. In a good, moderately-stocked, pine habitat, a suitable foraging substrate can be provided on 80 to 125 acres. 0 Cooley's Meadowrue: This species can be found on circumneutral soils in grass-sedge bogs and wet pine savannahs and savannah like areas. It can also grow along fire plow lines, woodland clearings, power line rights-of-way, and roadside ditches. It needs some type of disturbance such as fire or mowing to maintain its open habitat. This species can be often found growing with tulip poplar (L.,iriodendron tulipifera), bald cypress (Taxodium distichum), and/or Atlantic white cedar (Chamaeyparis thyoides). 0 Rough-Leaved Loosestrife: This species generally occurs in the ecotones or edges between longleaf pine uplands and pond pine pocosins (areas of dense shrub and vine growth usually on a wet, peaty, poorly drained soil), on moist to seasonally saturated sands, and on shallow organic soils overlaying sand. This species has also been found on deep peat in the low shrub cotmtmunity of large Carolina bays (shallow, elliptical, poorly drained depressions of unknown origin). The grass-shrub ecotone, where rough-leaf loosestrife is found, is fire- maintained, as are the adjacent plant communities (longleaf pine - scrub oak, savanna, flat, and pocosin). Suppression of naturally-occurring fire in these ecotones results in shrubs increasing in density and height and expanding to eliminate the open edges required by this plant. BRE issued a Phase I ESA of the subject property on November 16, 2007. As part of this ESA, BRE reviewed data from the Environmental Data Resources, Inc. (EDR). EDR obtained information regarding rare and endangered species from the NC Heritage Database. This information did not indicate the presence of any rare or endangered species within the project limits. Porter's Neck Crossing 4 of 11 July 23, 2010 However, the map indicated two rare or endangered species within 1.0 mile of the subject property. BRE conducted site reconnaissance activities on numerous occasions in 2007, 2008, and 2009. BRE personnel did not identify any threatened and/or endangered species on the subject property during any site assessment activities. FEASABILITY OF ALTERNATIVES Many alternatives were considered prior to choosing the proposed site plan. The alternatives evaluated included several off-site locations and numerous versions of development for the proposed site, including a "no-action" alternative. Off-Site Alternatives The original study area for this project was limited to the Highway 17 (Market Street) corridor, within approximately three (3) miles of the subject property. Market Street serves as the primary arterial for traffic traveling north/south in northeastern New Hanover County. When identifying possible project sites, the applicant searched for properties with: (1) appropriate zoning classification for commercial use and potential use, (2) feasibility to be served by public water and sanitary sewer, (3) limited environmental concerns, (4) access to a major arterial roadway, and (5) a location in an area which would conveniently serve the substantial and growing residential base of the Porter's Neck community. The two most important of these were an established traffic infrastructure and the availability of water and sanitary sewer service. An established traffic infrastructure provides appropriate traffic flow into a development by means of an interchange or signalized intersection. Pender County was considered for the type of proposed development, however, the lack of water and sanitary sewer access made Pender County locations not a viable option. Several off-site locations were considered prior to site selection for the proposed development. These locations did not offer comparable advantages as the subject property. They include: 7241 Market Street This 31.05 acre tract was once considered in 2006 by Wahmart for a new store location. Due to poor traffic infrastructure, the project site was eliminated. There was no direct access to Market Street without wetland impacts. Off-site roadway improvements would have been financially prohibitive and there was no roadway intersection at the project site. 7910 Market Street Porter's Neck Crossing 5 of 11 July 23, 2010 This 39.74 acre tract appears to be approximately 25%-35% wetlands. Due to a current zoning classification of R-15, this tract would have required rezoning and does not currently have signalized access with public right of way. The configuration of the wetlands makes this property best suited for residential development with perhaps a small commercial component to support neighborhood services. 8405 Market Street This 19.34 acre tract is owned by NCDOT as a spoil site. The site has frontage on I-140 but with no access due to interstate highway restrictions. The site appears to be 50% wetlands and/or drainage area. The site is an environmental requirement for the NCDOT due to the development of the I-140 corridor. The site as a stand alone parcel is not large enough to support the applicant's development and not contiguous to other large tracts to be assembled for the applicant's proposed use. 8605 Market Street The 15.70 acre site is zoned R-15. Access to the site is provided from a cul-de-sac on Stephens Church Road. The site is not large enough for the proposed development. Furthermore, Stephens Church Road could not be improved sufficiently to handle the future traffic from the applicant's desired development. 8703 Stephens Church Road This 16.62 acre tract is zoned O&I. Access to the site is provided from a cul-de-sac on Stephens Church Road. The site is not large enough for the proposed development. Furthermore, Stephens Church Road could not be unproved sufficiently to handle the future traffic from the applicant's desired development. The site appears to be 30% wetlands, primarily on the portion fronting Stephens Church Road. 9000 Market Street This 100 acre tract is owned jointly by New Hanover Regional Medical Center and a partnership of over 50 medical doctors. This site is already master planned and approved for surgery center, hospital, and four medical office buildings of 40,000sf each. The construction of the surgery center is already completed and the site is not available. Existing access is already established to support medical uses and is not suited for a regional retail center. Porter's Neck Crossing 6 of 11 July 23, 2010 On-Site Alternatives Once the subject property was selected as the best location for the proposed development, many site layouts were considered. Various options ranged from no wetlands impact to maximum development. Based on agency feedback from the previously submitted permit application for this project, the proposed building square footage for the applicant's preferred project has been reduced by approximately 30,000 square feet, therefore, reducing the wetland impact by 66%. A brief description of each layout is listed below. Site plans illustrating each layout are attached. 5.90 Acres of Wetland Impact (Previously Submitted Application) This plan was initially submitted with an Individual Permit application in April 2007. This site plan included approxunately 380,000sf of mixed commercial/retail buildings. The proposed parking ratio for this plan was 5.32 per 1,000sf of building area. Total wetland impacts were 5.90 acres with 2.43 acres of those unpacts to the Carolina Bay portion of the tract which has the highest functional value. Due to changes in economic conditions, including cost of construction, the applicant has been able to reduce the total building area. A portion of this reduction was a result of Lowe's reducing their proposed building size, which has eliminated wetland impacts on the Lowe's parcel. The proposed parking ratio has also been reduced to eliminate wetland impacts. Therefore, this plan is no longer a consideration for the development. No Action Alternative (Alternate #7? A no-wetland impact alternate plan was prepared in which no wetlands would be disturbed. Due to several fingers protruding into the project area, avoiding wetlands entirely severely limits the ability to develop the site. The wetland fingers require smaller buildings to be placed in the upland areas with insufficient interconnectivity for traffic circulation. Visibility is also reduced for the westernmost areas, reducing marketability. This site plan only allows three small outparcels and 260,000 square feet of retail buildings. Smaller retail buildings limit the type of retail development and limit the overall marketability of the site. These limits to the retail development result in the project being not practicable. Because of these reasons, this site plan is not considered a practical alternative to satisfy the applicant's or the public's purpose and need. Alternative #1 Porter's Neck Crossing 7 of 11 July 23, 2010 This alternative included the construction of 368,112 square feet of commercial/retail space and four outparcels with associated parking and paved areas. Approximmately 5.17 acres of wetland would be impacted with this site plan. Alternative #2 This alternative included the construction of 361,878 square feet of commercial/retail space and five outparcels with associated parking and paved areas. Approximately 5.14 acres of wetland would be impacted with this site plan. Alternative #3 This alternative included the construction of 261,812 square feet of commercial/retail space and four outparcels with associated parking and paved areas. Approximately 1.45 acres of wetland would be impacted with this site plan. This alternative did not provide enough buildable area to make the project financially feasible. Alternative #4 This alternative included the construction of 350,012 square feet of commercial/retail space and four outparcels with associated parking and paved areas. Approximately 5.7 acres of wetland would be impacted with this site plan. Alternative #5 This alternative included the construction of 349,978 square feet of commercial/retail space and five outparcels with associated parking and paved areas. Approximately 5.7 acres of wetland would be impacted with this site plan. Alternative #6 This alternative included the construction of 274,612 square feet of commercial/retail space and four outparcels with associated parking and paved areas. Approximately 1.28 acres of wetland would be impacted with this site plan. This alternative did not provide enough buildable area to make the project financially feasible. Conceptual Layout #1 Porter's Neck Crossing 8 of 11 July 23, 2010 This alternative included the construction of 273,864 square feet of commercial/retail space, five outparcels, and a hotel with associated parking and paved areas. Approximately 2.86 acres of wetland would be impacted with this site plan. This alternative did not provide enough buildable area to make the project financially feasible. Conceptual Layout #2 This alternative included the construction of 311,748 square feet of commercial/retail space, five outparcels, and a hotel with associated parking and paved areas. Approximately 4.1 acres of wetland would be impacted with this site plan. Conceptual Layout #3 This alternative included the construction of 284,025 square feet of commercial/retail space, five outparcels, and a hotel with associated parking and paved areas. Approximately 3.9 acres of wetland would be impacted with this site plan. This alternative does not provide the adequate parking ratio of 4.0 per 1,000 square feet and is therefore not practicable. La out #4 ?ppficant's Preferred Alternative (Conceptual The applicant's intention and need is to develop an economically viable (practicable) multi-resource, regional shopping center with at least one anchor retailer along with complimentary commercial services to include retail, restaurant, and hotel uses. Off-site Parcels of were considered, but none were found to be a practical alternative. Development of the subject property is targeted to serve the Porter's Neck community as well as the growing US Hwy 17 (Market Street) corridor in northeast New Hanover County. The center will likely serve the population located 5 miles south and 10 miles north along US Hwy 17 as well as any future population concentrations along Interstate 140. The preferred alternative consists of 284,025 possible retail, five outparcels, and a hotel along with associated parking and access roads. This will provide a possible total commercial footprint of approximately 325,000sf. The proposed parking ratio for the preferred project is 4.12 per 1,000sf (4.39 for Phase II). As previously mentioned, the project location is consistent with the 2006 Wilmington-New Hanover County Joint Coastal Area Management Plan (CAMA plan) by the New Hanover Planning Department. Development as outlined in the preferred project would create a boost to the local economy, create an increase in the local tax base, and create approximately 150 Porter's Neck Crossing 9 of 11 July 23, 2010 jobs for the community at a tithe when job losses are abundant. In addition, the availability and extension of water and sanitary sewer services and the existing roadway infrastructure at this intersection substantially reduce collateral impacts. Potential Environmental Impacts The proposed project would impact a total of 3.90 acres of wetlands. Of these impacts, only 0.09 acres are to the wetlands in the Carolina Bay Pocosin area with highest functional value. The site plan was revised from the previous Individual Permit application to tninunize the impacts to these wetlands with the higher value by reducing the building sizes and reducing the proposed parking ratio. Secondary impacts to wetlands which could occur during and after construction will be minimized by the uplementation of a stormwater management plan and erosion and sedimentation control plan. The implementation of these plans will reduce the potential for erosion or runoff into the adjacent wetlands. As previously mentioned, this site is classified on the 2006 CANIA Land Classification map as transition for the southeast portion and aquifer resource protection for the northwestern portions. The transition area has the purpose of providing future intensive urban development on lands that have or will have urban services. The Applicant's Preferred Alternative complies with North Carolina's approved coastal management program policies and will be conducted in concurrence with the program. After numerous studies of re-configuration, the Applicant believes the Preferred Alternative is the Least Environmentally Damaging Practical Alternative. PRACTICABILITY - FINANCIAL FEASABILIT The total square footage and number of buildings within the project area is based upon the purchase price of the properties, development expenses, and the applicant's projected profit margin. The applicant, ACI, is the current owner of the 53.8 acre site and has leased 15.60 acres to Lowe's Home Centers for a new Lowe's Home Improvement Warehouse (Phase I). The development cost including design and construction fees for the roadway improvements, water, sanitary sewer, and storm water infrastructures which have been incurred as a condition of the rezoning of the Lowe's tract is approximately $8,944,231. Only the Applicant's Preferred Alternative will allow the developers to achieve a return on investment between 3% and 5%. Anticipated Project Development Expenses: Range of Costs: Total Expenses (Land, Site, Building, and Soft Costs) $14,403,439- $17,321,939 Porter's Neck Crossing 10 of 11 July 23, 2010 Less: Anticipated Project Revenues: Range: Net Outlot Revenues- Sale of 5 Outlots: $2,500,000 - $3,500,000 Equals: Net Anticipated Project Development Expenses: $11,903,439 - $13,821,939 Yearly Cash Flow: Range: Net Retail Building Revenues (after expenses, principal and interest) $386,995 - $685,190 Return on Investment: Return on Cost: $386,995/$11,903,439 = 3.25% to $685,190/$13,821,939 = 4.96% JMITIGATIO In order to mitigate for the proposed wetland impacts, a conservation easement will be placed on all remaining wetlands within the tracts to prohibit any wetland impacts from future development beyond the request of this permit application. This will permanently protect approximately 13 acres of wetlands, including the on-site Carolina Bay. The applicant also intends to further compensate the wetland impacts by purchasing 3.9 acres of wetland credits from an approved mitigation bank or by payment to the N.C. EEP program, as determined by the USACE and DWQ. The applicant is aware of the importance of ecosystems and wants to work closely with the USACE, NCDENR, and NCDCM, to make sure its concerns are addressed. Porter's Neck Crossing 11 of 11 July 23, 2010 LIST OF FIGURES Porter's Neck Crossing July 23, 2010 New Hanover County, NC ACI - Pine Ridge, LLC Figure 1 Vicinity Map Figure 2A Aerial Map Figure 2B Topographical Map Figure 3 Previously Submitted Plan Figure 4 No Action - Alternate #7 Figure 5 Alternate #1 Figure 6 Alternate #2 Figure 7 Alternate #3 Figure 8 Alternate #4 Figure 9 Alternate #5 Figure 10 Alternate #6 Figure 11 Conceptual Layout #1 Figure 12 Conceptual Layout #2 Figure 13 Conceptual Layout #3 Figure 14 Preferred Project (Conceptual Layout #4) VICINITY MAP -NOT TO SCALE FIGURE 1 ,? f ?" ? w., i G"nom J?,1 k k T?.' AY a wr F' 1 1 ,,1 ? #,N ni, ,' :a ,a? ?,, • A W. e N k , ` a+ lost 1 rv low ? aY?"°yyY?„d„ a ne ? Q!1>?y6• ? Y ?t edr}Y/ n ?3. ` f k?TT 4 ?.. ?W;(# d#.. Wuf ', i? K'rn- rTPy ? f 1?? J? . t ? M?l4m •"A r?4?''?'t}n1.Rt4+'P? /? ?°?'*" "? ? !r? s ?'?, ? `'?` ' ° 1,,,.. P' 1 .r ? 1 R y; +F6! . 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