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HomeMy WebLinkAbout20080859 Ver 1_CAMA Application_20080522aaD8-otSa1 KE KELLER ENVIRONMENTAL ENVIRONMENTAL CONSULTANTS April 4, 2008 Mickey Sugg US Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue, Wilmington, NC 28403 Re: Audubon Villages Keller Environmental Job No. 0669 Carteret County, North Carolina Dear Mr. Sugg: ma' EL; , %EWED APR 2:4'2-008 REGULKrpHY WILM.FLD.OFC. Thank you for your assistance with this Audubon Villages project for the past 18 months. We are pleased to submit the following project to you for US Army Corps of Engineers (COE) 404 approval. We are requesting to place approximately 100,000 cubic yards into 5.74 Acres of Non-riparian wetlands. We have attached several items to assist your review of the project. If you should have questions or require additional clarification please feel free to contact me at 844- 7437 (office), 749-8259 (cell) or email: layOkellerenvironmental.com. Sincerely, Keller Environmental, LLC Jay Keller Principal 55 s` MAY 22 2008 ?ofl?-also APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 /33 CFR 3251 Expires December 31, 2004 The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require 5 hours or less. This includes 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 Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. 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. Please 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, 33 USC 1,113, Section 103. 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. 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 r I lion of the proposed activity. An application that is not completed in full will be returned 11 lam (ITEMS 1 THRU 4 TO BE F[IIFn RY THE r_naPCI `? lp-- 1-41 !6, . 1. APPLICATION NO. 2. FIELD OFFICE CODE 3, DATE RECEIVED 4. EZPRLffeN COMPLETED !ITEMS BELOW TO BE FILLED BY APPLICAN 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE ran agent is not revuiref/l Nils Ladenburg Jay Keller; owner/principal 6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS 4628 N. Croatan Hwy; Kitty Hawk, NC 27949 1 7921 Haymarket Lane; Raleigh, NC 27615 T. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE a. Residence a. Residence b. Business 252-261-7400 b. Business 919-844-7437 11, STATEMENT OF AUTHORIZATION I hereby authorize, Jay Keller to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. APPLICANT'S SIGNATURE U DATE 000- NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions. Audubon Villages '13. NAME OF WATERBODY. IF KNOWN 1 14. PROJECT STREET ADDRESS ofepplicab/el 15. LOCATION OF PROJECT Carteret COUNTY North Carolina STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rseelnsvuorionsl n. ? Tract 1 34.7498°N, 76.5703°N; PIN#733703018968000 rnr. o ?Tlt"„ten, nn n^r. r. nnn 17. DIRECTIONS TO THE SITE Northeast of Beaufort, NC Take US-70 out of Beaufort toward Harkers Island. At the intersection of Harkers Island Road, Turn RIGHT. Site is on the right -1.7 miles. ED W [A e 9 a MAY 2 ?, 2008 ENG FORM 4345, u 9 EDITION OF FEB 94 IS OBSOLETE, (Proponent: CECW-OR) 18. Nature of ACti Vity (Description of project, include all fewrures) Tract 1: This Proposed Residential Development is designed in accordance to the local conservation ordinance. Emphasis was placed on preservation and creation of open space, parks, and greenways. Use of Low-impact development strategies and BMP's are proposed to be implemented. They include items such as 7 ponds (23+ acres), stormwater wetlands, recreational areas, and landscape open space with greenways. Plan comprised of approximately 444 dwellinci units. p 19. Project Purpose (Descrlhe the reason or purpose of the project, see instructions) To construct a neighborhood and medium sized commercial shopping center to address the need and demand for conservation-oriented housing and adequate retail establishments. USE BLOCKS 20.22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge The proposed retail shopping center proposes the discharge of 100,000 cubic yards of fill material associated with the filling and grading of the subject retail outlet and their associated parking and driveways. 21. TVpe(s) of Material Beino Discharged and the Amount of Each Tvoe in Cubic Yards 100,000 cubic yards of fill material is proposed to be discharged into the 5.47 acres of wetlands on Tract 2. This fill material includes sand, clay, and stone. 22. Surface Area in Acres of Wetlands or Other Waters Filled (.veeinsrrucdonc! 5.47 acres of wetlands are proposed to be filled on Tract 2. Equipment to be used includes trackhoes, bulldozers, and other land grading equipment. While under construction, temporary .,rtnI I - A ,t ?;A ..-F f-ho orl oT A- -A 23. Is Any Portion of the Work Already Complete? Yes No K IF YES, DESCRIBE THE COMPLETED WORK 24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a supplemental list). Please refer to attached Sheet with Location Map (Appendix I). 25.. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application. .%A AGENCY TYPE APPROVAL" IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED Carteret Cot3 Plan Approval April 17, 2 ould include but is not restricted to zoning, building and flood plain permits 26. 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. SIGNATURE OF APPLICANT DATE Ste" IGNATURE OF AGENT 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. Audubon Villages Additional Information Block 16 Tract 1- 34.7498°N, 76.57031N; PIN#733703018968000 Tract 2- 34.74291N, 76.5585°W; PIN#733703209255000 Block 18 Tract 1: This Proposed Residential Development is designed in accordance to the local conservation ordinance. Emphasis was placed on preservation and creation of open space, parks, and greenways. Use of Low-impact development strategies and BMP's are proposed to be implemented. They include items such as 7 ponds (23+ acres), stormwater wetlands, recreational areas, and landscape open space with greenways. Plan comprised of approximately 444 dwelling units. Tract 2: This Proposed Retail Shopping Center is 21.77 acres having 1,269 linear feet of roadway frontage on Harker's Island Road. There are a total of 9.42 acres of jurisdictional wetlands in the project area. Primary Buildings will be Grocery, Retail and Office Spaces. Out-parcels will include Service Station, Bank, and Fast Food Restaurant. Block 22 5.47 acres of wetlands are proposed to be filled on Tract 2. Equipment to be used includes trackhoes, bulldozers, and other land grading equipment. While under construction, temporary, custom sedimentation basins will be installed outside of the wetlands and streams to protect them against sedimentation along with other appropriate sedimentation and erosion control measures in compliance with the DWQ and Carteret County Sedimentation and Erosion Control requirements. Block 25 Carteret County Planning Commission; Plan Approval; April 17, 2008 KE KELLER ENVIRONMENTAL ENVIRONMENTAL CONSULTANTS Introduction Keller Environmental LLC appreciates the attention given to this project and working with Gavin Davis, ASLA (EDA pa) for wetland remediation at the Audubon Village project site. The developers of Audubon Villages are committed to the conservation and restoration of natural ecosystems for the benefit of biological diversity in their community and for their homeowners. We would like to offer the following justification document related to our development plan and proposed impacts on jurisdictional wetlands. Background The development project consists of a total of 226.88 acres. This is composed of two tracts of land. Tract One (733703209255000) is 205.11 acres having 166 linear feet of roadway frontage on Harker's Island Road (SR 1332) and 401 linear feet of roadway frontage on Crow Hill Road. Tract Two (733703018968000) is 21.77 acres having 1,269 linear feet of roadway frontage on Harker's Island Road. Primary access to the overall development is from Harker's Island Road (intersects directly with Hwy 70 East) with secondary access from Crow Hill Road. There are a total of 9.42 acres of jurisdictional wetlands in the project area. These wetlands are confined to Tract Two. The wetlands do not cover a single contiguous area. The wetlands consist of a 2.61 acre "pocket" generally in the center of the tract and a 6.81 acre "pocket" located along the western edge of the tract. These wetlands were confirmed during a site meeting with Mr. Mickey Sugg of the U.S. Army Corps of Engineers (COE) on October 4, 2006. According to the U.S. Fish and Wildlife National Wetland Inventory (NWI) Map, the only area on the subject site that is subject to their criteria is located in the southwest corner of the agricultural field. The wetlands on Tract Two do not appear on the NWI map. Historical Use The former owner of Tracts One and Two utilized the land for farming and silviculture, respectively. During farming operations, Tracts One was cleared and graded to permit row/field crop production. Tract Two was primarily a mature longleaf pine forest with shrub understory prior to a non-selective method of tree harvesting was conducted in 2004/2005. Audubon Villages April 4, 2008 Page 2 of 8 Soils USGS soils classification at the existing wetlands are Tomotley and Deloss. These soils are defined by the USGS as follows. Tm Tomotley fine sandy loam Setting Landscape: Coastal plains Elevation: 0 to 20 feet Mean annual precipitation: 42 to 58 inches Mean annual air temperature: 61 to 64 degrees F Frost-free period: 190 to 270 days Composition Tomotley, drained, and similar soils: 80 percent of total site; Tomotley, undrained, and similar soils: 10 percent of total site. Description of Tomotley, drained Setting Landform: Depressions on stream terraces, flats on marine terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical Profile 0 to 8 inches: fine sandy loam 8 to 38 inches: sandy clay loam 38 to 43 inches: sandy loam 43 to 60 inches: loamy sand Description of Tomotley, undrained Setting Landform: Flats on marine terraces, depressions on stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical Profile 0 to 8 inches: fine sandy loam 8 to 38 inches: sandy clay loam 38 to 43 inches: sandy loam 43 to 60 inches: loamy sand 43 to 60 inches: loamy sand Detailed Soil Map Units De Deloss fine sandy loam Setting Landscape: Coastal plains Elevation: 0 to 10 feet Mean annual precipitation: 38 to 55 inches Mean annual air temperature: 59 to 70 degrees F Frost-free period: 210 to 265 days Composition Deloss, drained, and similar soils: 80 percent Deloss, undrained, and similar soils: 10 percent Audubon Villages April 4, 2008 Page 3of8 Description of Deloss, drained Setting Landform: Depressions, flats Down-slope shape: Concave Across-slope shape: Linear Parent material: Loamy fluviomarine deposits Typical Profile 0 to 15 inches: fine sandy loam 15 to 45 inches: sandy clay loam 45 to 80 inches: fine sandy loam Description of Deloss, undrained Setting Landform: Depressions, flats Down-slope shape: Concave Across-slope shape: Linear Parent material: Loamy fluviomarine deposits Typical Profile 0 to 15 inches: fine sandy loam 15 to 45 inches: sandy clay loam 45 to 80 inches: fine sandy loam A soil analysis was conducted on site by Terracon Consultants, Inc. Hand auger tests of existing wetlands indicate the following profile. 0 to 18 inches: topsoil 18 to 36 inches: gray and light gray sandy clay C See "j' 36 to 48 inches: light gray clayey fine sand 48-72 inches: light. gray and brown silty fine sand Seasonal high water was determined a 2 feet with ground permeability tests indicate an infiltration rate of .04 in/hr. SE from the Geotechnical Engineering Report and EDA calculatior Topography and Hydrology The topography of Tract Two is relatively flat (.1-.2%). The average elevation change is 1.0 foot. The tract drains from east to west with runoff from uplands and wetlands entering an agricultural drainage ditch along the eastern boundary of Tract One. Water entering this ditch is conveyed north to a larger ditch on Tract One. This ditch drains to the west and outfalls near Crow Hill Road. The topography of the site limits on-site water supply to the wetlands. 5.34 acres of land area contribute to the 2.61 acre wetland and 11.83 acres contribute to the 6.81 acre wetland. The limited size of these contributing areas will make it difficult to Audubon Villages April 4, 2008 Page 4 of 8 provide a consistent water supply to maintain optimal wetland conditions and benefit the performance of this wetland area. Vegetation Tract One entirely consists of cultivated crops. Recent plantings include corn and soybeans. The uplands within Tract Two support the following: Common name Species Stratum WI status Red maple Acer rubrum Shrub FACW Sweetgum Liquidambar styraciflua S FAC+ American holly Ilex opaca S FAC- Milkwort Polygala lutea S FACW+ Pokeberry Phytolacca americana S FACU+ Smooth sumac Rhus glabra S UPL Blackberry Rubus trivialis S FAC Dog fennel Eupatorium capillifolium Herb FACW+ Joe pye weed Eupatorium dubium H FACU The wetland areas within Tract Two support the following: Common name Species Stratum WI status Red bay Persea borbonia Tree FACW Red maple Acer rubrum Shrub FACW Sweetgum Liquidambar styraciflua S FAC+ American holly Ilex opaca S FAC- Milkwort Polygala lutea S FACW+ Wax myrtle Myrica cerifera S FAC+ Sedge Carex spp. Herb FAC-0131- Rush Juncus spp. H FAC-0131- Greenbriar Smilax laurifolia Vine FACW+ Land Use Land use in the surrounding area consists of residential homes, agriculture, silviculture, open water (Goose Bay), small businesses, and churches. The adjacent residential areas are primarily single-family homes. There is an adjacent mobile home park to the northwest that was constructed after 1994. Historic Properties KE personnel conducted a review of historic aerials of the subject site in January 2008 (see attached). Prior to this review, we also inquired the previous land owner of Audubon Villages April 4, 2008 Page 5of8 several decades, Mr. Jeffrey Taylor, about potential structures. According to both accounts, there have not been any structures on the subject site. Endangered Species A search of the North Carolina Natural Heritage Program database was conducted to determine whether any state or federally listed rare species have previously been observed within or near the project area. This search found no known record of rare species within the project site. There are two (2) known Federally-listed endangered and threatened species know to occur in the "Harkers Island" USGS Quad area, excluding coastal and marine species. They are seabeach amaranth (Amaranthus pumilus) - threatened; and shortnose sturgeon (Acipenser brevirostrum)- endangered. Habitat for these two species is absent on the subject site. Pursuant to the Endangered Species of 1973, the proposed project should not have any effect on federally listed endangered or threatened species or their formally designated critical habitat. Purpose and Need The applicant's purpose and need is to develop an economically viable residential and commercial development. The target population of this development is people employed in the neighboring communities of Beaufort, Morehead City, and Harkers Island, and people retiring to this area and members of the armed forces. Site Plan The proposed site plan for Tract Two consists of a roadway and neighborhood commercial development. The proposed design will impact 5.47 acres or 58% of existing jurisdictional wetlands. See attached drawings. EDA conducted in-house studies for avoidance, minimization and mitigation to develop an appropriate design solution for Tract Two. Their studies were influenced by the following factors: Conformity to local code/ordinance, financial viability, soil and hydrologic characteristics, traffic circulation and compatibility with adjacent land owners. Avoidance EDA evaluated two avoidance scenarios related to the proposed site plan. The first scenario looked at alternate locations for the entire 226 acre development. The second scenario evaluated alternate locations of the neighborhood commercial component within the 226 acre site. Audubon Villages April 4, 2008 Page 6 of 8 For Scenario One EDA conducted an MLS and Loopnet search of available land within Carteret County. See attached. Of the 10 available properties within the search area only two properties were of comparable size to the subject property. The Cedar Island property (270 acres) was determined to be too distant from the market area to be financially viable. The Hwy 101 I.C.W property (270 acres) is within reasonable proximity to the subject property and target market. At $50 million, however, the cost of land acquisition would dictate higher unit sale prices; pricing the development beyond the target market. Further, both properties are waterfront properties. The proximity to waters and likely greater acreage of wetlands would increase Federal/State/County compliance requirements and would result in either a lower net developable area or increased development costs or both. For Scenario Two EDA evaluated alternate sites within the 226 acre property. After careful evaluation the proposed site was found to be most suitable for the following reasons: Economy: The neighborhood commercial component is intended to serve the proposed development and the needs of existing residents in the area. Currently, the area is underserved by commercial development. To best attract commercial tenants the commercial component must have an anchor store. The anchor acts to draw in other tenants which make the development financially viable. Key to drawing the anchor is development size and location. The development must be of sufficient size to support the anchor's operations and it must be located where the store(s) will have the highest visibility to the most consumers. Based on these criteria the location along Harker's Island Road is most desirable as the property is large enough to support an anchor and a sufficient number of other tenants to make the development viable. Further, the large roadway frontage provides desirable visibility to those traveling on Harker's Island Road to or from Highway 70. The access road location was also influenced by economics. Placement of the access road north of the Parker property would have reduced the developable area and value of the Tract north of the Parker property. Traffic: The development is bordered by two existing State roads, Harker's Island Road (SR 1332) and Crow Hill Road (SR 1333). A road (Open Water Parkway) will be built to provide access to the residential development. This road will intersect Harker's Island Road and Crow Hill Road. Harker's Island Road is the primary thoroughfare between Harker's Island and Highway 70 East. Locating the commercial development along Harker's Island Road will preserve traffic on the primary roadway rather than draw a large number of vehicles through the residential development along Open Water Parkway or divert a larger number of vehicles onto the less traveled Crow Hill Road. Compatibility with Adjacent Land Owners: The selected location was determined to have the least impact on adjacent properties with respect to traffic, noise and views. Traffic would be preserved on the existing primary thoroughfare. Subdivision traffic Audubon Villages April 4, 2008 Page 7 of 8 would be able to access the commercial area without entering onto Harker's Island Road. Noise and views would be would be attenuated by a required 30' perimeter development buffer and proposed wetland, park and open space west of the development. Soils/Hydrology: Waters generally drain from east to west on the 226 acre site. Location of the commercial development at the western edge of the property places the development at the highest point of the property farthest away from the drainage discharge point. This allows for a longer train of storm water treatment for optimal compliance with Federal/State/County guidelines. Minimization The proposed site plan was developed to minimize impacts on existing wetlands to the maximum extent possible while meeting financial objectives of the owner and the requirements of local ordinance. See attached Site Plan. Financial Objectives: Provide suitable plan to allow for anchor tenant (grocery) and associated tenants. Provide suitable out parcels for other service needs in area (bank, gas, restaurant, medical). Ordinance Requirements: COMMERCIAL LOT AREA 13.90 AC BUILDING SETBACK REQUIREMENTS 40' FRONT 30' REAR 20' SIDE PERIMITER LANDSCAPE BUFFER 20' TOTAL EXISTING WETLAND 9.42 AC PRESERVED WETLANDS 3.95 AC TOTAL OPEN SPACE 4.52 ACRES (32%) PARKING SPACES REQUIRED (11200 SF of Floor Area) 500 PARKING SPACES SHOWN 500 SERVICE DRIVE AND BAYS 30' MINIMUM WIDTH Audubon Villages April 4, 2008 Page 8of8 Potential Environmental Impacts The proposed project would impact 5.47 acres of non-riparian 404 wetlands. Secondary impacts to wetlands and water quality could occur during and after construction of the project through erosion and stormwater runoff. These potential impacts will be minimized by the development and implementation of a stormwater plan and a sedimentation and erosion control plan. These plans will reduce the potential for erosion into wetlands and other water bodies located off site. Mitigation As mentioned previously, wetland mitigation will be required for the proposed impacts. Mitigation for the proposed impacts of 5.47 acres will be required. To mitigate for the proposed wetland impacts, all remaining wetlands will be preserved to ensure no additional impacts beyond what is being requested here. Because the project's cumulative impacts are greater than 1 acre, the Division of Water Quality (DWQ) will be requesting restoration and therefore, payment to the NC-EEP in-lieu fee fund is proposed (see attached EEP acceptance letter). Due to the preservation site being offered as mitigation and the low quality of the proposed impacted wetland area, we propose a payment to EEP for a 1:1 mitigation rate. The NCEEP has preliminarily agreed to accept payment for and provide any additional required wetland mitigation, for up to 5.47 acres. Furthermore, over 23-acres of landscaped ponds will provide multi-function benefits such as stormwater retention and treatment, recreation, and natural aesthetics. Conclusion This proposed site plan and mitigation measures have been produced in accordance with USACOE principals (avoidance, minimization and mitigation). We believe the proposed development and mitigation measures provide the best balance of the core principals. Thank you for your attention to this matter. If we can be of any further assistance or provide any other information for this site please do not hesitate to contact me at 844- 7437 (office), 749-8259 (cell) or email: jay(ckellerenvironmental.com. Sincerely, Keller Environmental, LLC Jay Keller Principal APPENDIX A - USGS Topographic Survey Map z,:1-4- proparyWuA UMlJUMV ingSAWdlaM SubmiW.deq, 1118fZOM 10:56:12 AM, Adobe Pm.pc3 -" :- -?"?+?.? .? so- '•4- lftr t"r ? ; ? 1?'? ?? ??' i 3„ .Lz t Y • _ . * 4 ,..,? rte.. r.. ?' '1;'? t!.?f. ? --- cil p Ilk .!y 1 lyv 0 - t i f r 1 f'? p°?y "t d ?' } tt?tl n C l w pX k`' yq,iK ? ?? ? ? • ? ?` it f'?-?" ??? {' , M (p r. tA7E .. VD QO °?" HYt1' 3.13r.? Y? ?L r} (m ?Y ?? r T? mti., x Q fi ?. ?` • -OJT i h?- - 1\ z: _ ? 4r at+HI7,735vfl •I t t l I 1 nN01N6.1Z ? _ rt # r At? ' e r< i ?-' \ C Klflf C-N _ -- Hfl6E,gRp RD Gib-J I IV OAK-ST '-? + 'i •?'ll ? ?. M1tCKAE DR ? 1 - ? ? PIG0T7 R)Jj% ,u cc: V v a ?- - z U9CkS QUAD MAP AUDUBON VILLAGES CROW BILL CARTM= COUNTY, NORTH CAROLR7A tia..? ? R o e.?. = = APPENDIX B - Soil Survey Maps 1987 Carteret County NRCS Soil Survey Map 2008 NRCS Web Soil Survey Map Topographic and NRCS Soil Map Audubon Villages oz >-Z CD n? y T7 (D 0 o o N O CD Z N O ag a O U O Cn '00 (D d co C (D N (A ON c') O C CD CD v O N CD O ? N 00 ^O w 00 ou O o? O N 7 C) D 41 C O N C ry Q 00 7 O C fL] ' Cl) N ?G yZ O J n N O 7 N 1N V. 0z O fl) 3 ? m ? ?; O N 3 0 wn (D 2 N 0 (D z O d 0 ° 0 o CI) CD °_ 03 w c CD (D CI) 1< o. N Cn O C CD (D DI CD o ? 0 0 -? o w 03 D 0 a n F m ill ?k -.V O Ill .. + < (J 0 t? x * >: ® C- 9 ° U1 cn O m o (n (O Cn (D fn cn m ?I U r r" 0 0 n n M M ° cn D N D ° o m N 'm o 0 N J o d < 7 _ fU m P1 m O N a pm £ O 2• -n m @ o D o m O -o m o ° l m ° E CO - m a C - m ? - °o ? N N y m ?. a CO 8 o \ ° c u i rt d N d 0 0 c s rt o o„ c c? o v, I" o o N N ( N N (D d (D d N N ?• ,? iD N 'Z a 0 O . i. N a 7 N Dl C r^ U : F O O O CD CD m - N N nr E m N o a N N. cn N N CD o ° -i 0 U) (1) E; -i 0*cn 3 0 <0 3 1 3 ID N L O < y o C f? N t0. N O V 0 N N c < CO 3 Q o m D 1< r- ? o• Q :0i ° o m o. m 0 0 -• 41 'O O 7 N C N cn N , 0 a'oSa D 0-- Cnov m0mm o<ao mCD m(n 0C? CDmo na0 °! v 7 3 C 7 o a? o m . N .. ;U Z co < -0 (D 7 a7' N N n ?d !-?'- o rt3 0 3 O? A (D (D O 3 . -0 lD Q' (D 3. CL O. C S 7 ur (C N N 0 N N_. n) U '? (D 0 0 f0 0 3 O 0 (D p3j ? ;Z 3 0 a d N -O w O S 7 0 N N y .0 to N 7 N 1 0' 0 N 7" ((D N E O (D N N E "00 3 -G co z O N CD 0 rtN = CD - A o Z 0 y 0 7 < N ? D = O N < N i s 03 Z (7N n- N = O M N N co 0 o• 3 m 0 N (SD (O 61 ? 7 N 3? y naio w 3 ° w° vda CD 7 3 f° o o. (D m n o°cy a 3° N O. 61 O (D O O D) < V CD (p 3' N 3 O (U (a D m Q m z v Z T-n N D Z CO O a a N v =? O 0 7 0 <? 7 U3 vZ 0 a_ 0 v O 7 L11 Soil Map-Carteret County, North Carolina Audubon Villages Map Unit Legend Carteret County; North Carolina (NC031) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AaA Altavista loamy fine sand, 0 to 2 percent slopes 401.3 16.5% Ag Augusta loamy fine sand 29.4 1.2% Ap Arapahoe fine sandy loam 233.4 9.6% ByB Baymeade fine sand, 1 to 6 percent slopes 8.6 0.4% CnB Conetoe loamy fine sand, 0 to 5 percent slopes 0.2 0.0% De Deloss fine sandy loam 414.3 17.0% HB Hobucken mucky fine sandy loam, frequently flooded 249.0 10.2% Ln Leon sand 44.3 1.8% Se Seabrook fine sand 19.9 0.8% StA State loamy fine sand, 0 to 2 percent slopes 9.3 0.4% Tm Tomotley fine sandy loam 566.6 23.3% W Water 450.4 18.5% WaB Wando fine sand, 0 to 6 percent slopes 8.9 0.4% Totals for Area of Interest (AOI) 2,435.4 100.0% USDA Natural Resources Web Soil Survey 2.0 1262008 Conservation Service National Cooperative Soil Survey Page 3 of 3 -V-z< ru PWeFWV-UA C-mRDawings\WetlaM Submit alA g, 111812009 Sa:56:53 AM, Mcob PDF2.K3 I 51t E a'I I :: $ y g R; € ? g ?" sT?T? R $ . ] = F; _ [F S = ig @ §€ Hat IN I ; = = d = 4€ 3 e§ H & 5 i #ia5gi Si Ens "woocx ?fp Ba;Ye? . 3 g __ : "sznm ? ° Hee.g S m y F I O O cpo O ST O9 19 r p > c Y Ho 8 co z R6E f? YY O fmi A 10f/1N atf/116 LLUMY.A.mc9if.J01 "?ww":° ?? AUDUBON VII.LAGES /?p/?/?p ry °?9 $ a@o ap. TVpW YYll1 ° ?; CROW BILL A D MRCS 80I_ CARTRRRT COUNTY. NORTH CAROLINA ?`w M? APPENDIX C - Geotechnical & Hydrology Geotechnical Report Hydrological Conditions GEOTECHNICAL ENGINEERING REPORT AUDUBON VILLAGES HARKERS ISLAND ROAD BEAUFORT, NORTH CAROLINA TERRACON PROJECT NO. 72075094 January 9, 2008 Prepared for. CHRISTI CONSTRUCTION 4628 North Croatan Highway Kitty Hawk, North Carolina 27949 Prepared by. TERRACON CONSULTANTS, INC. 314 Beacon Drive Winterville; North Carolina 28590 Phone: (252) 353-1600 Fax: (252) 353-0002 Audubon Villages January 9, 2008 Beaufort, NC Terracon Project No. 72075094 • Performed permeability testing on the samples obtained using the ASTM D5084 test method. • Issued this written report summarizing our findings and the results of the laboratory testing. FINDINGS Nand Auger Bofings and Permeability Testing Boring locations and sample depths were selected by the client. Terracon personnel were on site to perform forty-four hand auger borings and to visually classify the soils in general accordance with the Unified Soil Classification System. Hand auger borings HA- 20, HA-21, HA -38 and HA-40 were omitted due to being in the same locations with the lake soil test borings. The borings generally encountered approximately 6 to 12 inches of grass and topsoil at the ground surface. Below the topsoil, the borings generally encountered silty sand, clayey sand and sandy clay. The soils became more clayey towards the southern and western portions of the site. Groundwater was measured at 3 to 5 feet below the existing grades for most portions of the site. Groundwater was encountered at approximately 2 feet below the existing grades within the southern and western portions of the site. The hand auger locations and generalized soil conditions at each boring location were given in the Appendix. Soil samples near the current ground water table elevation were also obtained from each hand auger boring location and returned to the laboratory for permeability testing. The flex wall permeability testing were performed in general accordance with ASTM Standard D 5084. A permeability sample was not obtained from auger boring HA-42 due to the groundwater and the sandy soil conditions. The testing results are summarized in the Appendix. Based on our field exploration results, most of borings encountered clayey sand and sandy clay in the top 3 feet of the subsurface profile. The on-site soils became more clayey towards the southern and western portions of the site. The soils within those portions of the site should not be used as structural fill material within the building and pavement areas due to their high clay content. However, these soils may be used in areas to be landscaped. Soil Testing Borings Boring locations and sample depths were also selected by the client. The soil test borings were drilled with an ATV-mounted rotary drill rig using hollow stem auger drilling procedures to advance the borehole. Representative samples were obtained using split-barrel sampling procedures. In the split-barrel sampling procedure, a standard 2-inch O.D. split-barrel sampling spoon is driven into the ground with a 940-pound FIGURES fl}_ ' \ ti LF'?•wUrE 0 - I 0 0 N, , HA-16 . N 'lQ ! -y)ri.r t % ._. A! 7]0 r ?: ?.? 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O r d O C7 CO O r N L7 O r d O r Ch d O r N O r N L7 LO O r d U7 C? r N M L7 CC) ti 0 t C? C? C C ?] M M Cf) PERMEABILITY TEST RESULTS PERMEABILITY TEST REPORT TEST DATA: SAMPLE DATA: Specimen Height (cm): 10.15 Sample Identification: HA-44 Specimen Diameter (cm): 7.27 Sampled at 5 ft Dry Unit Weight (pcf): 107.0 Visual Description: Dark Gry Brown Slightly Moisture Before Test (i): 14.7 Clayey Silty Fine to Medium Sand Moisture After Test (7.): 17.3 Remarks: ASTM D 5084 Run Number: 1 a 2 i Cell Pressure (psi): 47.0 Maximum Dry Density (pcf): Test Pressure(psi): 41.9 Optimum Moisture Content Back Pressure(psi): 40.0 Diff. Head (psi): 1.9 Percent Compaction: Flow Pate (cc/sec):2.19 x 10--2 Permeometer type: Flexible Wal I Perm. (cm/sec) : 3.57 x to--5 Sample type: Remolded TIME - t (sec) 0 100 200 300 400 0 u -- > 1 4 w S > 0 1 LL a 10 N 1 x 10--4 U rn B x 10^-5 E U .?. 5 x 1a--5 4 x 10^-5 • l- H I M 2 :t 10--5 Q w z w a- 1 x I0^-5 0 5 10 15 20 AVERAGE HYDRAULIC GRADIENT - dH/L (cm/cm) Project: Audubon Villages Project No.: 72075094 Location: Beaufort, NC File No.: Date: 12-7-2007 Lab No.: Tested by: LW PERMEABILITY TEST REPORT Checked by: CFB TERRACON CONSULTANTS, INC. Test : CH - Constant head a 0 eYi a 0 9 O O m 'U OBE v O O`c u O Opt . Z Cz .5 ? ? Z Cz - m Z cZ - ' - ? c co M: fY .t7 ° m m mfg a b :NO. M. N c- N o ?p N.[7 m _p tG ??f Y S".%N _ O m C 3LO a m m C ?tm a m m C Ito _ a> d L E20W? d t @.00 lll? d m=0t-lid e m O- c! ?m a o 5 5 0m _ its _ !um _ a L 2 2 ? ? m > >_ G1 [] m > 2 O O m > v t g O O>> .42 ? p> > ? ? m > >? ? ? m > > 13 ? od > > °m ? ? > > c7 OF H 1 U' O z U' Z H9 Ou ~ O O §z g O `Ut O U? ? [7 Ohs ? > ? H , fl Z CZ . Z CZ Z C Z CZ S Z CZ z CZ ? 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G 0 Cd 0 C 3=_? ;s 3"sue 3s? m 30 E ?a> ;r° ?L? ?c= ?a> A222 vct 8'?m vo. $'6tl . °WOC7cdr °a0G10 aao M,2 °00 wO mp101uu m-°:QW v ?? c?? ?R 5 ?o ?o gs ns - << Wm C U?m Wm _ Ium USN C Mm _ I;Sm WW 2 Wm _ m S 2 S 2 S S S x 2 2 ? O m > >m ? O m >; 0 O m >; O ? u >? ? 01. ? as a O® > >_ g ?m ? > gm ? >» 'U O p Z CZ O O E Z CZ d O O Z mZ O O F Z mZ D 5 'U O Z CZ 6 U' O Ft Z 2 a? O 'U E Z Z O O t 2 2 O O E Z Z ? Z Zz i? N!\?N _ b mC?p K] m l7.m N:C . N Nri.NN . O M'O Q M c m m.m ' C O M'OQm C O N' C d O Q:m C MONm m O: o O: m nj"0 O m_ N 'N O.a-. Q. C1:06? ? O O I b fV, o o N Cl: b .l7 R I? ,:.w. m nj,? O o m O.Oi m F'l: O O. a !: m :- a i. 3 _m`, G ;r? U m C 3sm m 0 ism m G ;am U d 3-a Y N gsm d 3s" m 3"s m 3°ay N m p L?N! t tp •??W 9.44?IllY L x C m??W S 2 31OW@ S ¢ 9 QWN t°= ? vet0Wm ? M d' A! qm?Wm 3 C je Lrn?Wm 1 c K q 1!! 'g K m o 4 me E m .4 1 O 16 o C7 Y - O € m C - p m O fr : O d G m O tf v m -ag cd W c0 C5 = _5 W _ F S°m a H° R u wm _ r Ili m _ N ?m _ M - uSm _ Q cum 5 b Mm 5 b HE _ l` 8m S m curie S m ?m E O IC m Z 2 2 S 2 2 2 2 2 ^ ?? ,aOO AUDUBON VILLAGES :' • ?°a -, ?-` ° I z?v i FiYDF10LOtlC CROW HM L zt'-.= CONDMONS o CARTMMT COUNTY, NORTH CAROIINA ?? ..4r ^ tia..r o ?a+. 0 1r.. APPENDIX D - Historical Aerials & NWI Wetland Maps AUDUBON VILLAGES CARTERET COUNTY, NC DATE: January 26, 2008 DESCRIPTION: 1953 aerial 1 AUDUBON VILLAGES CARTERET COUNTY, NC DATE: January 26, 2008 DESCRIPTION: 1958 aerial - ?-~,=. M i M M? - i - a AUDUBON VILLAGES CARTERET COUNTY, NC DATE: January 26, 2008 DESCRIPTION: 1964 aerial ice.,. AUDUBON VILLAGES CARTERET COUNTY. NC DATE: January 26, 2008 DESCRIPTION: 1971 aerial ?s rv T f? - Tt T ? }x,.`.?O.. X T -r Erb I:A? i _ ?4?7 t x? ? ? t ?? ..' r .Yi F ;r :e?s?r I AUDUBON VILLAGES CARTERET COUNTY. NC DATE: January 26, 2008 DESCRIPTION: 1980 aerial R R C ? N m O c m m C O al 3 C c R O Y A m« m O 04 C c x -a c m CD R y C c c m m p a GI f _yl N y m c c R N o u U -? m '?° ?, e c w a° a° Q. Q R o Yo y (n o m t 10 ? co o« _rn 3 Cl 7 c c a R R m U Ci ?- Q F` 7 O v O m= W D N y d .R .? t t L r O m O w c ?+ a z :; t `m 3 t R 'rm. (? 3 3 3 m m w m m `m 3 c ? c G 3' Q R y O Srl 0 m m t m` 3 C ce 2 N P °' 0$ 2 G .R. o = U 4.-4 45?Ja` U .? W wt% u` LL 4 J ?o ?h t N W 3445-40 N 34-45-20 N 34-45-0 N 34-44-40 N 34-44-20 N r ?/ fr / /y q,> io I? A co LLJ i T' ?Fr ? / 0 ?t (b 0 CID fn 0 G1 ti i ] 1 1 /?/: E Q WOW T ti {. C W T .. _ / -/ fl y r VY SOW mEv1 ?L c >?? 7rr?? ???r• E N ? ? ? ?-?? /i`ce` ? 'x;, ? ? ?'?•?? r?f' i/ ? °«m .F.+ r (n x1 i<a I1 - M QoOO €a- f i n. m ooO r *7 r ?; c f fs y ??z y5N a? 1€ aC?- CIS ? J Lrf'.i??? 7 a C d?uJa RUN G N 01r9b-b£ N OZ-S'?4£ N 0-94-4£ N 04-MIV£ N OZ-V4-17S y m Imo APPENDIX E - SITE PHOTOGRAPHS AUDUBON VILLAGES CARTERET COUNTY, NC DATE: April 18, 2008 KELLER ENVIRONMENTAL PROJECT NUMBER: 0669 SITE LOCATION: Harkers Island Road - - -- - - PHOTOGRAPH NUMBER: # 41 1 F e COMMENTS: Northern view of Tract 2 and Harkers Island Road below _ - a r south property line. View of highway businesses, including Outer Banks Boat Harbor Retailer & Repair Shop to left. Isolated pine tree area at rear center is Parker Tract . PHOTOGRAPH NUMBER: 2 ? t COMMENTS: Northern view of Tract 2 and from southeast property corner . AUDUBON VILLAGES CARTERET COUNTY, NC DATE: April 18, 2008 KELLER ENVIRONMENTAL PROJECT NUMBER: 0669 SITE LOCATION: Harkers Island Road PHOTOGRAPH NUMBER: F777777777 = 3 COMMENTS: ? Northwest view of Tract 2 ; from Harkers Island Road near proposed Access Road 2. Tall Pines in right side of photograph is southwest corner of Parker Tract. Tall Hardwoods in rear are located along west property line. PHOTOGRAPH NUMBER: ; $? F s' q ' I 3.4.n t COMMENTS: t S th t i f ou wes v ew o Tract 2 from Harkers Island Road near proposed Access Road _4W 2. Buildings seen in left side of photograph are located behind Outer Banks Boat Harbor. AUDUBON VILLAGES CARTERET COUNTY, NC DATE: April 18, 2008 KELLER ENVIRONMENTAL PROJECT NUMBER: 0669 SITE LOCATION: Harkers Island Road PHOTOGRAPH NUMBER: 5 r COMMENTS : Southern view of Island Road Southern Baptist Church, _ Harkers Island Road Tract 2 - , north property area and . _ , 7 Parker Tracte ..?` , _ _?.-.jinn q.¢w R a PHOTOGRAPH NUMBER: 6 COMMENTS: Northwest view of Tract 1 from east property line behind Island Road Southern Baptist , Church. Goose Bay Mobile Home Park is visible at rear - center of photograph. -x `' Appendix F - Site Plans Existing Conditions Site Plan Commercial Site Plan Overall Site Plan u: V a3e SMItS propertylEOA 00J\orawings\WetbM Submftl.&V, 1/1812008 10:52:5Q AM, Adobe PDF2.pc3 ? 3 ; Jh? ?2 C Y 41 M L m L m z (p ?? pro, 9 x"» w ? ?' ?. .? E-.? ,3 ,.. 1 . a m I 0,- O O o O 'i m M213 O O 0 O O Q ? •- - .7 O X 0 1 .0 M 1 O , O q. o. 111 . wnb O 0 Ic 0 . 0 u? O. n 0 ? F C 4 G N .m.? Q n D U aT m a f0 D .'? A - °o_ n on zn = o NMY ? 'i w S O ? ???yl ?0 O o F SNE C m O N 10 zii N S n O P O? O B m i N mX £ o m cg m m n m ks s G) O 5 tp O r qT? •ALsme. 40 RID N D m a a1? 10 D § f sa ZSD 11 F Qoa O a m 0 g r M Z D m 0) Z W ;a - l m 13 z uoA oo, m a co R E 0 N AUDUBON VMLAGES UaABYbw.?.s:,elao WEfI-MDSMD m U c CROW HILL CARTER N M"` = PO NDS I ?- ST COUNTY, ORM CAROL[ NA ego r r U:12005432 slratts ptop VEDA CIdAlOrawingslWeAand SubtntlaLdwg, 312412008 11:20:00 AK Adobe PM.pc3 24.0' F - E 50! E o°- yom 32 ? p°n CA E mm $iM' r ai 0 E F F 150.0 ?'? E °A1m o F voD o Ayr E F m n F 90.0' 30.' m-?Ao 48 ?? Soso (?' ? O V 1 to L. -I o mmm O c :L NpA 0 ca 0 v, D C m D o 'u n f °r0 ? o L P F ? 19s.d E E E w ? cn -_ E E E fd V A E E E E a mco?o F E 7a . ?w? > o E E F m 9Wo0 E F E mon?m o F E D E E voD F F E E m}50.0' E E E E E E E E E E E E E r-? E E E m E 50 Dm ta°m ,n F E E C6 °°s E E 5 (?j z E E vF ??Er E F E E E m E E Z E E E E E M E E E E E -i AUDUBON VILLAGES CROW HILL CARTERET COUNTY. NORTH CAROLINA w 0 co co l+ so.o' y ?o >s o ?a8 1 N° oy r Z ° DDn N? r0 ?? °m n 2 > x 2 °7 m ss ?_ "a vm mm m A > ?A °° ooS o m vn? ?? mpg A oN m w A An mm Dcl) D 1 z oM to Z a r, A;g mm° mm 1 COL*AEFKML ITE PLAN ?" -?- S oD ui A m 0 0 Da ° A m N D ADZC z u.? -roc--pnpelcptUALMIV)raWngSXWdbnd Submttal.dwg,1/18/200810:55:57 AM, Adobe POM.pa Appendix G - Real Estate Market Analysis M 4-4 O O bA c? a n• a 2 N D C ? ? _ C L +r O O v 0 O ca O U Z O U m oQ:p O U ca 0 QZ3 N O O "u ?0Q C 00 C) LO0- 00 , 0 oQ ° a) >o0 ? o N . >Ln0.0 C 00 E > O O = UNLn N Qih- NDY ULnN N Qti}rlaY UN14 N Q-U9- H2 Ud•,-iO QiA- MU E a a a O V ~ ~ F- U _m Q. d ` N N M N io ui N. R W (A fA N L 7 0 :1. N N ?' y y R 10 U Y E ° ` ` V Y U i, Y U E c . m a L a LA -AL a IA IL jj CL w IL -1 0. L 4. v u N L O CD > W LO 4-1 U fa a .Q .?... •? Q 6 N \ U L (a L cu a ? m 3 0: m La C C N w CT C C' U U O ti U U t0 00 0 (a N fl d E L ° ao Q L L * r° a+ " U * 3+L' ° O o m u a? r Q) V Z u " * O Z C L N a C N° O M (A m E - v = + Z m UJ C' O o m V C m U 0 00 O 3 O a 0 2 V =" O m U> U s U c 3- U _ L C N E i m L C+' U) i m y a u+-+ p0 ~ Z m 3 N LUD L o z w m+ O u 3 N > ub aZ ? cu U N CU 7 L N O O r _ a) (n ,}? d L 0 Q UI 4" ° d? to 0 ti 0 7 C > L w M O -? L U C 7 -O 0 1 a) ra o 3 L m p N p a ° &J vM Cn aoao?° „ C ??_( N _ CL CL M Lo, fA a? N L mm?mu m mo ? L O ova" m 3 3 y In E C - ca N C p ? .Q c O o =?0= m p ca ._ 2m* U? 3 M o Zm* U , 3 day pt6o ZZ u 3 w c -? - - C C ca _d . ?^ p , E- v 0 CU 0 C CU N _0 Q • ca L IM sR= c`v ? w 4- m ° r. { v cu - E d y `? E 7 m o > - ti to v? F , > - w- L CD M c L L L? 00 O O N 00 M O N O 03 n. a a? S S t 1 1 ^ '0 _0 MO m c _ co 0 o" 00 2" 0 `. O `. O U ?O O L O V r6 O U t6 O U Fu 0 m OQ:u O U:ti, OQZ, <. - 6 O U:, 0 0 O Q N O O C O o C O O C Q C j d 0;O j ??? j?0'O j00? ONO-6O N000 N 0 >t, O? UNIT N UMm (1) V N :u U 0 Lnr, 0 N ul uLO04 ( W U(N 0 aa) Q if, N 13? Q ip. M Ly Q iR N o' Q {f} ,--? D' Q if} t0 o' m C la a a a F" F- C H y N 16 H N 16 M M L N N ?' fll N i y m VI d VI d U) 3 d to 7 y m 3 N R to a .? a ` (oaJCL V1a.Ja Vla`.°j U) IL 1m c?pa` Ja LU 41 w m ? N 2 j O -C N t0 LD fa OSU? O c° o fo N U? 0 Z En ? OF'(nW C CU) Z i a) Mo O Z ?Ln "- O Q) 4.1 LIJ 00uW 3-om V) L? * CN? tn?? ? ??O m m a?+ m w oO ?_ * Z ro io O (nw CO O +? C L fu :3 Q z dS 3 o Lo L co LU 0?? "- i c`a ,mL_, v co (o LL, L N OZu cQ¢ ? ooh ??"Q) ~ U0 C ?o ? .a Loa Q) L- a) D W Z L 0 V 1 L U> V .C c0 41 L N Ou N CL J C?QWF'a 0 4' af0 LZO LIc CJU? c?Z LV? oo CD E fu a?L o LLJ toF- COQ= = fa c c co o Giza..- M F-za' co ON > ??H?p ?L zl- OL?L m i W E?c piW?mo +?+U Up03c Q: Lw 000 y a? o s?0U .i??U y 0- w j '°z NCO w o t?i1 =J?-Qjz E a3i¢ a) o C t0oa oy ?' ?° m ?? o ?b Nm c?iQ 0 uY CO = U O * c0 (O W * O C R d -7E cL0 N y-' '? ,-? ??., O m a` )) fo UUH?x.00 Qzrn E S L Zm* U,O _, 3 xm* = xm* U? i -,U) k.pU flm ( - 4 t V r a L L L L L m L_ ar ae 3 A 00 O O N 00 Appendix H - Wetland Mitigation NCEEP Mitigation Acceptance Letter IF tem Jll ff al % nient PROGRAM March 25, 2008 Audubon Village, LLC 4628 N. Croatan Hwy Kitty Hawk, NC 27949 Expiration of Acceptance: September 25, 2008 Project: Audubon Villages County: Carteret The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be approved. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work- The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the fol lowine table. White Oak 03020106 Stream (feet) Wetlands (acres) Buffer I (Sq. Ft.) Suffer II (Sq. Ft.) Cold Cool Warm Riparian Non-Riparian- Coastal Marsh Impacts 0 0 0 0 5.47 0 0 0 Credits 0 0 0 0 5.47 0 0 0 Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Valerie Mitchener at (919) 715-1973. Sincerely, Willi . Gilmore, PE Director cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit Mickey Sugg, USACE-Wilmington Joanne Steenhouis, NCDWQ-Wilmington Gavin Davis, agent File P;PMriff ... Cur Stag North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net Appendix I - Adjacent Property Owners Map & Property Information J I .? J ti t 1 13 l _ t 11i CL o a O ). L- d C ql vl