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HomeMy WebLinkAbout20061652 Ver 2_401 Application_20080608rhl? FAYIi :. "WN;t Wetland and Natural Resource --: ?_ Consultants, Inc. June 24, 2008 US ACE, Asheville Regulatory Field Office NC DWQ Attn: Mr. Steve Chapin Attn: Mr. Alan Johnson 151 Patton Avenue, Room 208 610 East Center Ave., Suite 301 Asheville, North Carolina 28801-5006 Mooresville, NC 28115 Re: Rocky River Retail Investors, LLC - Reedy Creek Commons Shopping Center Mecklenburg County, NC US ACE AID #200630076, DWQ# 06-1652 404 Permit and 401 Certification Reauthorization Request Dear Mr. Chapin and Mr. Johnson: The purpose of this correspondence is to request that the Nationwide Permit 39 and the 401 Water Quality Certification for the above referenced project be reauthorized. The permit was grandfathered for a year past the expiration, since the client had the work under contract before the expiration date of March 18, 2007. However, due to extenuating circumstances, Rocky River Retail Investors, LLC was not able to complete the authorized impacts for the Reedy Creek Commons Shopping Center by March 18, 2008. Significant resources have been expended in reliance of the issued permit, and the client has contracted with our firm and an engineering firm to expedite the process of completing the impacts. A copy of the 404 Permit and 401 Water Quality Certification are attached for your reference. The impacts will remain the same as those previously authorized, 424 linear feet of stream (194 of which will occur to low quality intermittent streams) for 3 road crossings. In addition, the client has already paid the NC EEP mitigation fee for the 424 linear feet of stream. A copy of the fee receipt is also attached for your review. A copy of the entire permit application previously submitted is also attached for your review. A check for $570 is included in the packet to the Raleigh DWQ office for the WQC fee. Please feel free to call with any questions that you have. Best regards, 1' An?u?a ?0-W'?a.tn Pamela Bowman 828-310-6845 Cc: NCDWQ Attn: Ms. Cyndi Karoly 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604-2260 F? ??4q JUN 2 7 2008 WE LANDS AHD''TORt?4%ATER BttAt4C8 Newton Office PO Box 224 wnrinc.com Newton, NC 28658 828-465-3035 828-465-3050 Fax 1 Canton Office PO Box 882 Canton, NC 28716 828-648-8801 828-648-8802 Fax r-?j ? Ecosystem PROGRAM INVOICE April 24, 2007 Mark Ball Rocky River Retail Investments, LLC 3735 Beam Road, Suite B Charlotte, NC 28219 Project: Reedy Creek Commons Shopping Center County: Mecklenburg DWQ#: 06-1652 CO E#: 200630076 EEP #: ILF-2006-4917 You have elected to satisfy the compensatory mitigation requirements of the Section 401/404/CAMA permit(s) issued for the above referenced project through payment of a fee to the North Carolina Ecosystem Enhancement Program (NCEEP). In accordance with 15A NCAC 21-1.0500, the amount you owe is based upon the 2006-07 Fee Schedule and has been calculated as follows (Please note: payment for wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call Kelly Williams at (919) 716-1921. Habitat Type Stream Invoiced Amount 424 linear feet TOTAL AMOUNT DUE if paid within 60 days $98,368.00 If payment is not received within 60 days of the date of this invoice, NCEEP will issue a new invoice based on the fee schedule in effect at that time. Note that your permit(s) may require payment before this date. Please send a check payable to NCEEP for the Total Amount Due to the appropriate addresses below and enclose a copv of this invoice. . US Mail: NCDENR Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Fee Schedule Cost $ 232.00 = $98,368.00 Physical Address (for other delivery services): NCDENR Ecosystem Enhancement Program 2728 Capital Boulevard, Suite 1H 103 Raleigh, NC 27604 Please note that a payment made to NCEEP is not reimbursable unless a request for reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters from the permitting agencies stating that the permit and/or authorization have been rescinded. If the account name on the check is not the same as the permit holder's name, please include a signed statement by the permit holder that the check is beiniz written on behalf of, and with full knowledee and authorization of, the ermit holder YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM NCEEP PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION. cc: Cyndi Karoly, Wetlands/401 Unit Amanda Jones, USACE-Asheville; Thelma Hemmingway- Wilmington Alan Johnson, DWQ-Mooresville Pamela Bowman, agent File RP,sto?r r?... F ... PYotecui q Ou,Y State, T NCDENR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net 16-25-' LI2? C9:52 FRC°'i-DFTtP EEP Mark Bail Rocky River Retail Investmerts, LLC 3735 Beam Road, Suite s Charlotte;N!,=' 28219 y19715?GI?l ? r stemr raoowun RECEIPT June 13. 2007 Project: Reeds Creek Cantmany Shopping Center County: Mecklenburg DWQ#: 06.1652 COE#: 20063007 6 ERP 4: 1LF-20064917 Amount Paid; $98,363.00 Check. Plumber : 153 T-07- L31 1;-827 The North Carrnlina Ecosy:tcm Enhancement Program (NC:EEP) has received a c4,c.ck as indi,:aced abova as pu menr for the compensatory mitigation recloirerrlents of the 401 Water Quality Certificauon/Sec-ton 4,30CAlvt Perr.rrtts i issucc; for tl:t" abev,? referenedd project, This receipt serves as notification that your compensatory mitigation requirements mso,?iated ,vi`.h the authorized activity as specified below have been satisfied. YOU must also '.ornPly with all ^.ths conditicns o this c erd6cation and any other state, federal or local government permits or 3uthorizalian associated wirh this activk'. :ate N: EEP, by acceptance of this payment, aokno,vledges that the NCELP is responsible for the. cornrensatory mitigation requirements associated with the project ncr r.:u and agrees to provide the compensatory mitigdtfA as specified ir. the pcamit, The arrogation will be performed in ace rdanoe with the Illemorandcm of Uvdcrstauding between the 1tiC Depar!ment of Environment and Natural Resources and the U5 Army Corps of Engineers dated L%Io-ember 4, 1)98, as indirat-cd below. - - - -------------------------- River Basin Sim-am Credits Wetiand Crc;lits 13uf.er & II t-U i ?;1'near IeCij ? iacres> ? ?Sq. Ft.; Cold C,iul I Warm. RiparianTOn-Riparian 1 Const?I Marsh L Yadkin 1 0 Q il 424 0 U 0 j -? 03040105 Please note 11' a t a paYmcnt made to the Ecosystem. Enhancement Program is not reimbarsable unless a iequcst for reimbursement is received within 12 morttts of the date of the rceeip!. Anv such request :crust also be ac:;ompanied by letters from *tht permitting agencies stating that the penrai and/or authorization have been rescinded, If tiou haee any questions or nccd additional information, please contact Kelly Williams at (919) 716-1921. Sincere:y, r. William, D' . Gilln=' PF DirCMT cc: Cyndi Karoly, WetlandaiQi Unit Amanda Jones, USA.CH_Asheville; Thelrna ricmmingway- Wilmington Alan Johnson, LWQ-Mooresville Pamela Bowman, agent File pzatoratg.. -pro". ow- State, A Ws" North Carolina Ecosystem Enrn,ancament Program, 1662 Mail Sprr'cs Center, Raleigh, NC 27699-1652 /,919-715-0476 i 'mrvsn.nceep.r:et U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. 200630076 County: Mecklenburg USGS Quad: Harrisburg GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent: Rocky River Retail Investors, LLC Address: 3735 Beam Road, Suite B Charlotte, NC 28217 Telephone No.: 704-357-1220 Size and location of property (water body, road name/number, town, etc.): The site is located at 4200 Rocky River Road, in Charlotte Mecklenburg County North Carolina Description of projects area and activity: This permit authorizes installation of culverts associated with road crossings for a commercial development Impacts to stream channels authorized by this permit are 424 linear feet of stream channel. Mitigation Condition: You shall mitigate for unavoidable impacts to 424 linear feet of stream channel associated with this project by payment to the North Carolina Ecosystem Enhancement Program (NCEEP) in the amount necessary to perform restoration to 424 linear feet of warm water stream in the Yadkin River Basin (Cataloging Unit 03040105) Construction within iurisdictional areas on the property shall begin only after the permittee has made full payment with certified check to the NCEEP, and the NCEEP has made written confirmation to the District Engineer, that it agrees to accept responsibility for the mitigation work required pursuant to Paragraph IV D of the Memorandum of Understanding between the North Carolina Department of Environment and Natural Resources and the U.S. Army Corps of Engineers, Wilmington District, dated November 4, 1998. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ? Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: 39 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Nationwide conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. If prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time, exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under and NWP. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 733-1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Amanda Jones at 828-271-7980 x231. Corps Regulatory Official Amanda Jones Date: November 21, 2006 Expiration Date of Verification: NLarch 18, 2007 CF: WNR, Attn: Tamp Bandy, P.O. Box 224, Newton, NC 28658 o??? W A r?RQ? > Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality November 14, 2006 DWQ# 06-1652 Mecklenburg County Mr. Mark Ball Rocky River Retail Investments, LLC 3735 Beam Road, Suite B Charlotte, NC 28219 Subject: Reedy Creek Commons Shopping Center APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Ball: You have our approval, in accordance with the attached conditions and those listed below, to impact 424 linear feet (If) of unnamed tributary to Reedy Creek in order to construct the Reedy Creek Commons Shopping Center in Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ) on October 16, 2006. After reviewing your application, we have determined that this project is covered by Water Quality General Certification Number 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The general certification allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. The above noted certification will expire when the associated 404 permit expires unless otherwise specified in the general certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us in writing, and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the certification and approval, letter; and is thereby responsible for complying with all conditions. In addition to the requirements of the certification, you must also comply with the following conditions: 1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas has commenced. 2. The base flow stream channel shall be maintained (reconstructed) immediately above and below the proposed stream crossings. This may be accomplished through the construction of flood plain benches or similar measures. These measures must be approved, in writing, by this office prior to construction. 3. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. Nom` Carolina ?tura!!y North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone (704) 663-1699 Customer Service internee mwaterquality.org FAX (704) 663-6040 1-877-623-6748 An Equal OpportunirylAffinnative Action Employer - 50%a Recycled(10%, Post Consumer Paper 4. All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts are not allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities. 5. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in order to compensate for the impacts to streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 26 .0233(10). Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program), no stream impacts should occur. The In-Lieu-Of-Fee Coordinator should be contacted at (919) 715-0476 if you have any questions concerning the EEP. You have one month from the date of this certification to make this payment. For accounting purposes, this certification authorizes the fill of 424 linear feet of streams in the Yadkin River Basin, (Cataloging Unit 03040105); and 424 linear feet of stream mitigation is required. Please be aware that the EEP rules require rounding of stream impacts to the nearest foot (15A NCAC 2R .0503(b)). 6. The planting of native vegetation and other soft stream bank stabilization techniques must be used where practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the streambed, unless approved by the DWQ. 7. Storm water discharge structures at this site shall be constructed in a manner such that the potential receiving streams will not be impacted due to sediment accumulations, scouring or erosion of the stream banks. 8. A final written storm water management plan shall be approved, in writing, by this office prior to the construction of any permanent facilities at the site. The storm water facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the site, the facilities (as approved by this office) shall be constructed and operational, and the storm water management plan (as approved by this office) shall be implemented. The structural storm water practices as approved by this office as well as drainage patterns must be maintained in perpetuity. No changes to the structural storm water facilities shall be made without written authorization from the Division of Water Quality. 9. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notification application. All construction activities associated with this project shall meet, and/or exceed, those requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no violations of state water quality standards, statutes, or rules occur. 10. Sediment and erosion control devices shall not be placed in wetlands or waters to the maximum extent. practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within two months of the date the Division of Land Resources has released the project. 11. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality. Please send photographs of the upstream and downstream sides of each culvert site to document correct installation, along with the Certificate of Completion form. 12. Continuing Compliance. The applicant (Rocky River Retail Investments, LLC) shall conduct all activities in a manner so as not to contravene any state water quality standard (including any requirements for compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing, You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663 1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721. Sincerely, for Alan W. Klimek, P. E. Attachments cc: Army Corps of Engineers, Asheville Ian McMillan, Wetlands Unit Becky Fox, EPA Central Files File Copy Tamp Bandy WN;t Wetland and Natural Resource Consultants, Inc. X11 /r October 13, 2006 US ACE, Asheville Regulatory Field Office Attn: Ms. Amanda Jones 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 NC Division of Water Quality Attn: Ms. Cyndi Karoly 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604-2260 Re: Rocky River Retail Investors, LLC - Reedy Creek Commons Shopping Center Mecklenburg County, NC Permit Application AID #20060076 Dear Ms. Jones: The purpose of this correspondence is to request that you issue a NW Permit 39 Verification for the above referenced project. The project involves the construction of road crossings for the purpose of developing the site for commercial use. Stephen Brown from ESC, Inc. completed the wetland delineation of the site and obtained the attached JD (dated November 16, 2005) from your office. The JD was under JDH Capital, LLC, but the current owner is Rocky River Retail Investors, LLC. A copy of the signed wetland survey map is also attached for you review. This permit application requests authorization for 424 linear feet of impact for three piped road crossings. 230 linear feet of the impact will be to streams determined to be perennial, while 194 linear feet of impact will occur to a stream assessed to be intermittent. The intermittent stream is of low quality due to historical impacts from cattle and agricultural uses. The waiver of the 300 foot limit of stream bed impacts under NWP 39 is requested as proposed impacts are assessed to have no more than minimal adverse effects on the aquatic environment due to the impaired conditions of the intermittent stream bed. The roads are necessary to provide access to the site and to allow for required access to Rocky River Road and Hood Road. Mitigation of stream impacts is proposed by purchase of credits into the NC EEP for 424 linear feet of stream restoration. The in lieu fee request form is attached for your review. All other remaining stream reaches and wetlands on the site will be left undisturbed. Newton Office Canton Office PO Box 224 wnrinc.com PO Box 882 Newton, NC 28658 Canton, NC 28716 828-465-3035 828-648-8801 828-465-3050 Fox 1 828-648-8802 Fax Since the site is proposed for commercial development, the applicant has agreed to implement storm water controls consistent with Mecklenburg County that also fulfill the requirements of DWQ. General Certification 3402 states that "approval of storm water management plans by the Division of Water Quality's other existing state storm water programs including appropriate local programs are sufficient to satisfy this Condition as long as the storm water management plans meet or exceed the design requirements specified in this condition. This condition applies unless more stringent requirements are in effect from other state water quality programs." The applicant's proposed storm water control plan will meet the Condition, since Mecklenburg County's storm water management criteria exceeds that required by DWQ. Storm water runoff will be managed through proven techniques which satisfy the standards imposed by the City of Charlotte Ordinances and the Charlotte Mecklenburg Design Storm Water Manual. Surface level storm water detention, will be located in the common open space and not in the setback or buffer. The detention shall tie-in to the existing abutting storm water system(s). The receiving drainage system that abuts the site will be analyzed to ensure that it will not be taken out of standard due to this development. If it is found that the development will cause the receiving water system to be taken out of standard, the applicant will provide appropriate detention to prevent this from occurring. If the existing, receiving drainage system is deemed to be out of standard prior to the development of this site, the applicant agrees to provide adequate detention to ensure that the system will not be additionally overburdened. Additionally, the applicant will control and treat the difference in storm water runoff volume leaving the project site between the pre and post development runoff conditions for the 2-year 24- hour storm. Runoff draw down time shall be a minimum of 24 hours, but not more than 120 hours. Peak storm water release rates should match pre-development rates for the 2-year and 10-year 6- hour storm events. The use of structural storm water treatment systems (wet ponds) shall be incorporated into the site and designed to have an 85% average annual removal for Total Suspended Solids generated from the development according to specifications in the North Carolina Department of Environment and Natural Resources Best Management Practices Manual, April 1999. Your prompt consideration to this permit application is greatly appreciated. Please feel free to call with any questions that you may have. Best regards, Tamp Bandy 828-302-3437 Cc: NCD WQ Mr. Alan Johnson 610 East Center Ave., Suite 301 Mooresville, NC 28115 Newton Office Clyde Office PO Box 224 wnrinc.com 217 Paragon Parkway, # 142 Newton, NC 28658 Clyde, NC 28721 828-465-3035 828-627-0051 828-465-3050 Fax 2 828-627-0052 Fax Needed Information for Jusidictional & Permit Requests: Name, Mailing Address, Phone Number of Owner/Applicant Name: Mark A. Ball Company: Rocky River Retail Investors, LLC Address: 3735 Beam Road, Suite B Charlotte, NC 28217 Phone: 704-357-1220 Street Address of Project 4200 Rocky River Road, Charlotte, NC 28215 Waterway UT to Reedv Creek Basin Yadkin City Charlotte County Mecklenburg Decimal Degree Coordinate Location of Project Site 35.2728 N 80.6990' W USGS Quadrangle Name Harrisburg Department of the Army Wilmington District, Corps of Engineers Attn: Ken Jolly, Chief Regulatory Division PO Box 1890 Wilmington, North Carolina, 28402-1890 -and- NC Division of Water Quality, Wetlands Unit Attn: Cyndi Karoly 2321 Crabtree Blvd. Raleigh, North Carolina, 27604-2260 I, the current landowner of the property identified below, hereby authorize Wetland and Natural Resource Consultants, Inc. to act on my behalf as my agent during the determination of regulated limits of waters and wetlands and processing of permits to impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are authorized to be on said property when accompanied by Wetland and Natural Resource Consultants, Inc. staff. Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental information needed for permit processing at the request of the Corps or DWQ. Property Owner / Applicant Rocky River Retail Investors, LLC Contact Name: Mark A. Ball Street Address / PO Box: 3735 Beam Rd., Ste. 8 City, State, Zip Code: Charlotte, NC 28217 Phone / Fax Number: (704) 357-1220/ (704) 357-0018 Project Name: Reedy Creek Commons Shopping Center Property Street Address: 4200 Rocky River Road, Charlotte, NC 28215 Owners / Applicant Signature: / io s/ G , Date: `1l!' Office Use Only: Dorm Version March 05 USACE Action ID No. DWQ No. (If anv particular item is not applicable to this project, please enter "Not Applicable" or 'N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ? 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested:3I) 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina 1--cosvstem Enhancement Program (NCEEP) is proposed for mitigation ol' impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here:- 0 ?. IC your project is located in any ?)I' North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division ol' Coastal Management Area of Environmental Concern (see the top of'page 2 for further details), check here: ? 11. Applicant Information 1. Owner/Applicant Information JUN 2 7 2008 Name: See attached went authorization Mailing Address: DENR-MiEiQUAU1Y WETLANDS AND STORMNIATER BRMC H Telephone Number: Fax?Nun ber: - E-mail Address: 2. Agent/Consultant Information (A si«ned and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant. ) Name: Tamp Bandv Company Affiliation: Wetland and Natural Resource Consultants " Mailing Address: PO Box 224 1 I South Colle(ze Avenue Newton. NC 28658 Telephone Number: 828-302-3437 Fax Number: 828-465-3050 E-mail Address: wnrineaaol.com III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property Page I of 8 boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and MRCS Soil Survey with the property boundaries outlined. Plan drawings. or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format, however. DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Reedy Creek Commons Shoppinu Center ?. T.I.P. Project Number or State Project Number (NC DOT Onlv): n/a 3. Property Identification Number (Tax PIN): 105061 14. 105061 16. 10515401. 10515,410, 10515402 4. Location Countv: Nlecklenbun, Nearest Town: Charlotte Subdivision name (include phase/lot number):Rockv IZivcr Shoppinu Center Directions to site (include road numbers/names, landmarks, etc.):Take Rockv River Road to the intersection of Hood Road. The site is on the southwest corner of Rockv River Road and Hood Road. 5. Site coordinates (For linear projects. such as a road or utility line. attach a sheet that separately lists the coordinates for each crossing ol'a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.2728°N 80.6990°W 6. Property size (acres): 32.85 7. Name of nearest receiving body of water: UT to Reedv Creek 8. River Basin: Yadkin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Mixed forest and agriculture Describe the overall project in detail, including the type of equipment to be used: Typical grading equipment such as bull dozers. track hoes. etc. will be used on the project Explain the purpose of the proposed work: To provide a suitable area for a commercial shopping center in the area Paze 2 of 8 IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number. DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. n/a V. Future Project Plans Are anv future permit requests anticipated for this project? If so, describe the anticipated work. and providejustilication for the exclusion of this work from the current application. n/a VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or aL;cnt's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate it an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed.for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: Pipe is to be used in the channel for three different road crossings Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, till, excavation. flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and tlondina Wetland Impact Site Number (indicate on map) j Type of Wetland Type of Impact (e.a., forested, marsh, herbaceous. bog, etc.) vLocated within 100-vear Floodplain (yes/no) Distance to Area of Nearest Impact Stream (acres) (linear feet) n/a n/a n/a n/a n/a n/a Page 3 of 8 Total Wetland Impact (acres) n/a 2. List the total acreage (estimated) of all existing wetlands on the property: n/a 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include. but are not limited to placement of till or culverts, dam construction, flooding, relocation, stabilization activities (e.g.. cement walls. rip-rap, crib walls, (zabions, etc.). excavation, ditching./straightenin<(, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreaue, multiply lenuth X width, then divide by 43,560. Stream Impact Number (indicate on ma ) Stream Name Type of Impact Perennial or Intermittent" Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) I UT to Reedy Creek pipe road crossing perennial 3 1 14 ? .0079 UT to Reedy Creek pipe road crossing perennial 3 1 16 0080 3 UT to Reedy Creek pipe road crossing intermittent 2 194 0089 i i I i Total Stream Impact (by length and acreage) 424 .0248 4. Individually list all open water impacts (including lakes, ponds. estuaries, sounds, Atlantic Ocean and anv other water of the U.S.). Open water impacts include. but are not limited to fill. excavation- dredLnn«_ floodin«_ drainage, bulkheads. etc. Open Water Impact Site Number (indicate on ma) ! Type of Waterbodv Name of Waterbodv , (if applicable) Type of Impact (lake, pond, estuarv, sound, bay, ocean, etc.) Area of Impact (acres) n/a n/a n/a n/a n/a i Total Open Water Impact (acres) n/a 5. List the cumulative impact to all Waters of the U.S. resultinu from the project: Stream Impact (acres): .0248 Wetland impact (acres): n/a Open Water Impact (acres): n/a Total Impact to Waters of the U.S. (acres) .0248' ! Page 4 of 3 Total Stream Impact (linear feet): 424 6. Isolated Waters Do any isolated waters exist on the property? ? Yes ? No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. n/a 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also. the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g.. dam/emhankment. excavation. installation of draw-down valve or spillway, etc.): n/a Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic. trout pond. local stormwater requirement. etc.): n/a Current land use in the vicinity of the pond: n/a Size ol'watershed draining to pond: n/a Expected pond surface area: n/a VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts.The impacts to streams were as short as possible and as few in number as possible.as to still have an economically feasible project. All crossings were as close to perpendicular as possible in order to shorten impact lengths VIII. Nlitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Nlodification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, Page 5 of 3 but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing.- Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetiands/strmgide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible. including, but not limited to: site location (attach directions and/or map, if offsite). affected stream and river basin. type and amount (acreage/linear feet) of mitigation proposed (restoration. enhancement. creation, or preservation), a plan view, preservation mechanism deed restrictions. conservation easement. etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. n/a Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note the applicant's responsibility to contact the NCEEP at (919) 71-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP: check the NCEEP website at http://h?o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page Five and provide the following information: Amount of stream mitigation requested (linear feet): 4')4 Amount of buffer mitigation requested (square feet): n/a Amount of Riparian wetland mitigation requested (acres): n/a Amount of Non-riparian wetland mitigation requested (acres): n/a Amount of Coastal wetland mitigation requested (acres): n/a IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No ? ?. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-083 to review current thresholds for environmental documentation. Yes ? No ? Page 6 of 8 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? Y. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Reoional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico). I5A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements). or other (please identify n/a)? Yes ? No ? ?. if identify the square feet and acreage of impact to each zone of the riparian buffers. 11' buffer mitigation is required calculate the required amount of miti??ation by applying the buffer multipliers. Impact Required Zone* Multiplier (square feet) Miti_- ation I n/a 3 (2 for Catawba) I nia nia 1.5 11/a Total nia nia * lone 1 extends out 30 Icct perpendicular From the top ol'thc near hank ol'channcl: /.one 2 extends an additional 20 Icet From the edue of 7_one 1. XI. XII. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.. Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244. or.0260. n/a Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. As stated by the engineer the impervious acreage on site will be 16 acres. The total acreage on site is 32.86 acres. so the site will be 48.71% impervious. Stormwater will be collected in BNIP's onsite and conveved to the larize BMP in the southeastern corner of the site to be treated.. Sewage Disposal (required by DWQ) Page 7ofi8 Clearly detail the ultimate treatment methods and disposition (non-dischargue or discharge) of wastewater generated from the proposed project. or available capacity of the subject facility. Sanitarv sewer will be utilized. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No ? XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No ? If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description: No, the site is bordered by two roads. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (c.??.. draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). n/ a / 17 Applicant/ ent's Signature Date H (Agent's signature i valid only if an authorization letter from the applicant is provided.) Page 8 of 8 U.S. ARNMY CORPS OF ENGINEERS WILMINGTON DISTRICT y Action Id. 20060076 County: ?Iecklenburp, U.S.G.S. Quad: Harrisburtr NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: JDH Capital LLC / Attn: Mark Ball Address: 3735 Beam Road. Suite B Charlotte. NC 28217 Telephone No.: Size and location of property (waterbody, road name/number, town, etc.) The site is located on the north side of Hood Road, adjacent to Rockv River Road, in Charlotte. YlecklenburQ County North Caroling Indicate Which of the FolloNvinp Apply: Based on preliminary information, there may be stream channels on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. There are stream channels on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the stream channels on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a inure timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. The stream channels on your property have been delineated and (lie delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. Y The stream channels have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on November 16, 2005 . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed live years from the date of this notification. The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Washington, NC, at (252) 946-6481 to determine their requirements. Remarks: I Corps Regulatory Official: Date November 16, 2005 Expiration Date November 16, 2010 Page 1 of 2 Action Id. 20060076 Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Amanda Jones at 828- 271-7980 1. 231. Basis For Determination: The site contains stream channels with indicators of ordinary high water marks. The stream channel on time property is an unnamed tributary to Rocky River, which flows into the Yadkin River and ultimately flows to the Atlantic Ocean dtro(ugh the Winyah Bay in South Carolina. Corps Regulatory Official (Initial): \ FOR OFFICE- USE ONLY: • A plat or sketch of the property and the wetland data form must be attached to the file copy of this form. • A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" foram must be transmitted with the property owner/agent copy of this form. • If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach die "Isolated Determination Information Sheet" to the file copy of this form. CF: ESC, Ltd. / Attn: Stephen Brown, 8702 Red Oak Blvd., Suite A, Charlotte, NC 28217 JURISDICTIONAL DETERMINATION Revised 8/13/04 U.S. Army Corps of Engineers DISTRICT OFFICE: \Vilmington FILL NUMBER: 20060076 PROJECT LOCATION INFORMATION: State: NC County: Mecklenburg Ccntcr coordinates of site (latitude/longitude): 35-272S / 80.6990 Approximate size of area (parcel) reviewed, including uplands: 55 acres. Name of nearest waterway: Rocky River Name of watershed: Yadkin .IURISDICTIO.NAL DETERMINATION Completed: Desktop detcmtination © Date: November 16, 2005 Site visit(s) ? Datc(s): Jurisdictional Determination (.1D): ? Preliminary JD - Based on available information, ? there appear to be (or)[] there appear ro be no "waters of the United States" and/or "navigable waters of the United States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part 331 ). X? Approved JD - An approved 1D is an.appcalable action (Reference 33 CFR part 33 1 ). Check all that apply: ? There are "navigable waters of the United States" (as defined by 33 CFR part 329 and associatcd guidance) within the reviewed area. Approximate size of jurisdictional area: ® There are. "waters of the United States" (as defined by 33 CPR part 32S and associated guidance) within the reviewed area. Approximate size ofjurisdictional area: ? There are "isolated. non-navigable, infra-state waters or wetlands" within the reviewed area. ? Decision supported by SWANCC;Migratory Bird Rule Information Shea for Determination of No Jurisdiction. BASIS OF JURISDICTIONAL DETERMINATION: A. Waters defined under 33 CFR part 329 as "navigable waters of the United States": ? The presence of waters that are subject to the ebb and (low of the tide and/or are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. B. Waters defined under 33 CFR part 328.3(a) as "waters of the United States": ? (I) The presence of waters, which are currently used, or were used in the past. or may be susccpnble to use in interstate or foreign commerce, including all waters which arc subject to the ebb and flow of the tide. ? (2) The presence of intcrstatc waters including interstate wetlands. ? (3) The presence of other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, the use, degradation or destruction of which could affect interstate commerce including any such waters (check all that apply): ? (i) which arc or could be used by interstate or foreign travelers for recreational or other purpose's. ? (ii) from which fish or shellfish arc or could be taken and sold in interstate or foreign commerce. ? (iii) which are or could be used for industrial purposes by industries in interstate commerce. ? (4) Impoundments of waters otherwise defined as waters of the US. ® (5) The presence of a tributary to a water identified in (I) - (4) above. ? (6) The presence of territorial seas. ? (7) The presence of wetlands adjacent- to other waters of the US, except for those wetlands adjacent to other wetlands. Rationale for the Basis of Jurisdictional Determination (applies to any boxes checked above). The site contains stream channels with indicators of ordinary high water marks. The stream channel on the property is an urutamed tributary to Rocky River, which flows into the Yadkin River and ultimately flows to the Atlantic Ocean through the Winyall Bay in South Carolina. Lateral Extent of Jurisdiction: (Reference: 33 CFR parts 32S and 329) ? Ordinary High Water Mark indicated by: ? High Tide Line indicated by: ? clear, natural line impressed on the bank ? oil or scum line along shore objects ? the presence of litter and debris ? fine shell or debris deposits (foreshore) ? changes in the character of soil ? physical markings/characteristics ? destruction of terrestrial vegetation ? tidal gages ? shelving ? other: other: ? Mean High Water'vlark indicated bv: ? survey to available datum; ? physical markings; ? vegetation lines/changes in vegetation types. ? Wetland boundaries, as shown on the attached wetland delineation map and/or in a delineation report prepared by: Basis For Not^.Asserting Jurisdiction: . ? The reviewed area consists entirely of uplands. ? Unable to confirms (fie presence of waters in 33 CFR part 32S(a)(1, 3, or 4-7). ? Headquarters declined to approvcjurisdiction on the basis of 33 CFR part 32S.3(a)(3). ? The Corps has made a casc-specific determination that the following waters present on the site are not Waters of the United States: ? Waste treatment systems, including treatment ponds or lagoons, pursuant to 33 CFR part 32S.3. ? Artificially irrigated areas, which would revert to upland if the irrigation ceased. ? Artificial lakes and ponds created by excavating and/or diking dry land to collect and retain water and which are used exclusively for such purposes as stock watering, irrigation, settling basins, or rice growing. ? Artificial reliccong or swimming pools or other small omumental bodies of water created by excavating and/or diking dry land to retain water for primarily aesthetic reasons. ? Water-filled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose of obtaining till, sand, or gravel unless and until the construction or excavation operation is abandoned and the resulting body of water meets the definition of waters of the United States found at 33 CFR 33S.3(a). ? Isola(ed, intrastate wetland with no nexus to interstate commerce. ? Prior converted cropland, as determined by the Natural Resources Conservation Service. Explain rationale: ? Non-tidal drainage or irrigation ditches excavated on dry land. Explain rationale: ? Other (explain): DATA REVIEWED FOR .IURSIDICTIONAL DETERNIINATION (marls all that apply): © Maps, plans, plots or plat submitted by or on behalf of the applicant. ? Data sheets prcpared/submitted by or on behalf of the applicant. ? This office concurs with the delineation report, dated October 13, 3005, prepared by (company): ESC, Ltd. ? This office does not concur with the delineation report, dated prepared by (company): ? Data iliects prepared by the Corps. ? Corps' navigable waters' studies: ? U.S. Geological Survey Hydrologic Atlas: © U.S. Geological Survey 7.5 Minute Topographic maps: Harrisburg ? U.S. Geological Survey 7.5 Minute Historic quadrangles: ? U.S. Geological Survey 15 Minute Historic quadrangles: ? USDA Natural Resources Conservation Service Soil Survev: ? National wetlands inventory maps: ? State/Local wetland inventory maps: ? FL-MA/FIRM maps (Map Name S, Date): ? 100-year Floodplain Elevation is: (NGVD) ? Aerial Photographs (Name & Date): ? Other photographs (Date): ? Advanced Identification Wctland maps: ? Site visit/determination conducted on: ? Applicable/supporting case law: ? Other information (please specify): Wetlands are identified and delineated using the methods and criteria established in the Corps Wctland Delineation Manual (87 Manual) (i.c., occurrence of hydrophytic vegetation, hydric soils and %vctland hydrology). 27he term "adjacent" means bordering, contiguous, or neighboring. 1Vetlands separated From other waters of the U.S. by man-made dikes or barriers, natural nver berms, beach dunes, and the like arc also adjacent. NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: JDH Capital LLC / Attn: Mark File Number: 20060076 Date: November 16 ?005 Ball , Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of A ennission) PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the-above decision. Additional information may be found at httT)://WWW.Llsace.ari-nv.mil/inet/ffinctions/cw/cecwo/i-e g Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the pernmit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received 'a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Per-nut or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section lI of tills form and return the form to the district enoneer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the ftuure. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the pernw to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline [lie proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal time declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by time division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending time form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, meats that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELLMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered pen-nit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has detennined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record- However, you may provide additional infonmation to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: Amanda Jones Mr. Michael F. Bell, Administrative Appeal Review 151 Patton Ave Officer RM 208 CESAD-ET-CO-R Asheville, NC 28806 U.S. Army Corps of Engineers, South Atlantic DiV1SI011 82S-271-7980 60 Forsyth Street, Room 9M15 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any govenlment consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 1 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or went. DIVISION ENGINEER: Commander U.S. Army Engineer Division, South Atlantic 60 Forsyth Street, Room 9NI15 Atlanta, Georgia 30303-3490 .e 1 I I 'I I I a I \. I \ aI ITT WETLANDS TABLE WL - (HJ"DS) JURISDICMAAL CHANNEL PREVIDUS TOTAL - 8.733.5 LXLF-AR FEET TOTAL WON WETIAND A - 8.074.1 LIT" FEET WL - (THOUSANDS) JURISDIcno" WETU405 NASA-1 - NASA-6 - 4Z2 SOUARE FEE( WL - (HUHOPmS) JURISDICTIONAL CHANNEL SA-1 - SA-28 - 651.0 LINEAR FM SA-11 - SA-241 - 600-8 LINEAR rM J. FRANK HODGES & ASSOCIATES LIMITED PARTNERSHIP DB 6503-653 TAX ID: 105-D61-14 1 y ? ?Fiw? ^`t a 3 ?6 PERENNIAL STREAM SA-I - SA-26 651.01 LINEAR FEET 11R S N1ERArma STREAM SA-11 - SA-241 600.92 Lit" FEET WETLAND SEE OVAA WSA-I - WSA-8 422 SOFT. A r5A-J WSA- rte? - au Part -e I N / Il L-III ?MOE s DUKE POWER COMPANY -?-- am b OB 6354-314 ( I NIPI6?.E T077y u?1 Meg 0 I' !W I ? - 7D48- _ _ - _ WETLAND CERTIFICATION 'TARS CERTIFIES 1FI4T 7105 COPY OF THIS PLAT DENTIFTES AS WATERS AM WETLANDS ALL AREAS OF WATERS AND WETLANDS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS OMMINED BY THE UIDERSIGNED ON THIS OATS UNLESS THERE IS A CJiANCE N THE LAW, OR OUR PUBUSHED REGULATIONS, 7141S DETERMINATION MAY BE RELIED ON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE THIS DETERMINATION WAS LADE UTILIZING THE 1887 CORPS OF ENGINEERS wET DR1NEAnON MAN B US. ARMY CORPS OF ENGI REPRESENTATIVE TITLE "ao N N DATE ?? ?t70(D3 7? 0 60 120 240 SCALE IN FEET i " = 120' J. FRANK HODGES, JR. DB 6012-137 LIB 26-76 TAX D: 105-061-16 JOSEPH W. GRIER, JR. 08 6784-725 TRACT 2 TAX 10: lOS-154-01 GEORGE C. JUNKER D8 9564-557 TAX D: 105-154-06 DUKE POWER COMPANY I ,. 1a DB 6336-851 ( SNEEF 2 Of 3 1 REVISIONS nip T85 6 TO, CERTIFY TAT ON THE IM BAY OF yDAllBER 20 EN AN ACTUAL SURVEY WA5 LADE UNDER W SLIPFRYL9oF1 Of THE PROPERTY SHOMN ON THIS RAT AND THAT THE BOINOMTY LXES AND THE BPROYE- MEMS. F ANT. ARE AS S7i0MN HEREON THS RAT MEETS THE WAA81 STANDARDS OF PRACTICE FOR LAND SURA'YNG N NORM WtOU A. BOW RLLE .1600 (21 NCAC 56 AND THE RAID (F PRECISION DOES HOT EXCEED AR ERROR Of CLOSURE ONE (1) FOOT PER 10.000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES TIE SOUARE ROOT OF THE NUMBER OF /? <J1 1CREW: UHAWN: SIWIm Y ND AB 4"y TOMMY A. CARPENTER D8 8442-729 T TAX IN 105-154-02 1 I I I T NC uCuo ) -irk-? ?AOJ? ? YIA V" Q tit o 1 a CC N -3 fil WN W K CL (? ? x o IR WET ANO \ wSA - NASA-B 61 T '422 SOFT. ? Ns NASA-3 \ I C ? ? 1 H W5A-1 w DATA POWI \ wit I e I III ^3N VIO / a n I YIOE / / DRAT., / / I.-50. WETLAND DELINEATION MAP PREPARED FOR: JDH CAPITAL ROCKY RIVER ROAD AND HOOD ROAD CRAB ORCHARD TOWNSHIP, MECKLENBURG COUNTY, NC TAX PARCELS: 105-061-14, 16, 105-154-01, 02, 06 & 10 R.B. PHARR & ASSOCIATES, P.A. ?5 SURVEYING & MAPPING 231 POST OFFICE DR., UNIT 0-6 INDIAN TRAIL, N.C. 28079 TEL. (704) 521-5639 DATE: FILE NO. R-10OW2 1" = 120'1 6/1 ? i I 1 'I 111 ? x A?N? ? I I I II 111 _ _°?iy I I I I I I I ?? -- o?? I I I i I 1 1 ( » ,? \ i ? ? 1 11 II I 1 ? I SIC 1 III I OCKY RIVER ROAD _ x I -nc I I I y U \ EXIST. R -?- - _ c / _ 1 -auc_ I ? 1 1 IIII \ III IIII ? I I IIII' ' X111 1111 0 1 I 111' ? I 1 I 111 D? 1 I Illlr ? i IIII II ; Z 1 1 111 - Ilu rq 1 1 -_ z I I -- 11 r r 1111 1 I'. 1111 I (IIII L 'III 1111 r 111' I'. ?l L 1 _ 'III I (III II 1 I 1 I 1 I? PROPOSED WET POND BMP I ?- 1 I " 1 11 ? T a I ?1 I 1 -ate NOTES 1) ALL ON-SITE STORM WATER SHALL BE ROUTED TO PROPOSED WET POND BMP. ON-SITE SHALL BE DEFINED AS THE COMMERCIAL DEVELOPMENT INSIDE OF THE EXISTING ROCKY RIVER ROAD, PROPOSED EASTERN CIRCUMFERENTIAL, THE PROPOSED COLLECTOR ROAD, AND THE EASTERN EXTERIOR BOUNDARY LINE LOCATED B/T CHANNEL AND HOOD ROAD. 2) PROPOSED WET POND BMP WILL BE DESIGNED TO HAVE AN 85% AVERAGE ANNUAL REMOVAL FOR TOTAL SUSPENDED SOLIDS GENERATED FROM THE COMMERCIAL DEVELOPMENT ACCORDING TO SPECIFICATIONS IN THE NORTH CAROLINA DEPT. OF ENVIRONMENT AND NATURAL RESOURCES BEST MANAGEMENT PRACTICES MANUAL DATED APRIL 1999. PRELIMINARY DO NOT USE FOR CONSTRUCTION P.\-CCRG\P?- Pl.jscI:-cly R-1 S ll-q L--\U41D1.-g. I1/Z/11U1 --11 - ec-- SUr? Sri ? ? r / , TOTAL IMPACTED R ROPOSED WALL' CHANNEL=±424 L.F. i w dy ML ?r o ? PIPE (114 LF.) ` •''---PROPOSED WALL PIPE (194 L F.) PIPE 116 LF. r w r ? a ?r r w w w PROPOSED WALL - PRELIMINARY DO NOT USE FOR CONSTRUCTION ' OCKY RIVER SHOPPING CENTER ROCKY RIVER ROAD AND HOOD ROAD flue: OPTION #3 t ' He k 06151.de Datc 09/11/06 Pm *t E . ABC C?3 1: ;D DaW By'. ABC By. UD8 CIVIL 04NMMO DESIGN a Wm Su1NEYM scale: 1•=B0, 720 RED OAK ., SUITE CHARLE, ) 52707le{ONVC FAX 1(70 )X S27-OS}5 C• e 3 Oe n I I I I I I I I I I I I I I I n PHONEa( - P:\AUT0C4D\Paris Projects\Rocky River Shopping Canter\06151.dwg. 9/14/2006 1:44:41 PM, mbare, 1:1 Y CULVER MINIMUM EXIT BAFFLE HEIGHT INTERNAL BAFFLE HT. (BAFFLE OFFSET DIST. DIAMETER AMOUNT (ENTIRE WIDTH) (WIDTH IS 1/2 DIA.) (ALONG PIPE) BURIED >/=48" 12" 12" 14" 8' TO 10' CHANN L \1 PIPE DIA.=VAR \\CC EXIT BAFFLE DETAIL BAFFLE ACROSS ENTIRE PIPE TO ACHIEVE PRIOR ELEVATION 1ArFLE HEIGHT BAFFLE HEIGHT INTERNAL BAFFLE - SEE TABLE FOR HEIGHT AND OFFSETS ALONG PIPE LENGTH. ALTERNATE BAFFLES EA. SIDE OF PIPE INTERNAL: BAFFLE DETAIL STORM-V AQUATIC LIFE PASSAGE PIPE BAFFLE DETAILS (FOR 54" CMP) PRELIMINARY DO NOT USE FOR CONSTRUCTION P:\AUTOCAD\Paris Projects\Rocky Ri,er Shopping Center\06151-culvert detail.dwg, 10/12/2006 8:39:19 AM. bcowan. 1:42.4932 OP. X-6 1 I \ I. . IN=70.60 \ \ IDEN / ail I 33' VIDE S/X-9 \ SA-8 ; I l 3 WIDE 4' WIDE I \ 72? N Nw W 9 ?? I \ 23 5 ? I 7 ? 74.7 729 724 'I '2$ \ X29 7 '3o 3A 7 \ / SA-10 OP. 88 L.F. 4'WIDE 4 " R?P 73? E(120L.) ? \ ;1pkOp? o \ 0 \ 1 \P1 - AL STREAM A- 2 A-1 A-28 128 \ \ \ 61.01 LINEAR FEET 2` \\ 11.E kT?708.30 \ \ 4IWIDE ' ROB - R?P\RAP APRON Lk2515W`10.5'W) SA-13 ?Z6 6'WIDE 0 \\ s 1 1 1 X22 72] \ \ ? ? \ \ \ \ \ \ 5 IDE y?` ? A 15 PRELIMINARY \ \ \ \ 6S2pl 'WDEr,?` f DO NOT USE FOR CONSTRUCTION l I ?,-l'\ 4'WIDE ge?t: PrRO CKY RIVER SFWPPING CENTER ROCKY RIVER ROAD AND HOOD ROAD 17 _ TIOe 5"W?E OPTION #3 (IMPACT 1) SA-18/ ® FL 4: 06151.d.q me 11/02/06 Project Ev: ABC / 4'WIDE o? // o o ISAACS o D- By. MA" SA-19V 0ML E W*MN0 DE M A. LAW %f 4YW ?5 scale 1•?3tY / 5 WPE (n \ 6720 RED OAK BLVD.. SWE 420 h W CHARUML PHONE (704) S N•? FAX (704) 627-6335 C3. 1 WALL WALL 730 a:0- 0 720 LF . OF 0 710 INV.-709 60 INV.=70E.30 30 DATUM ELEV 700.00 0+00 1+00 2+00 IMPACT 1 PROFILE ROCKY RIVER SHOPPING CENTER ROCKY RIVER ROAD AND HOOD ROAD T OPTION #3 (IMPACT 1) Fie 0 06151.deq Dot: 11/02/06 Nolod EVr. ABC ?ISAACS o m PRELIMI NARY ft Br A0 u scale: 1'=w DO NOT USE FOR . CONSTRUCTION 0720 RED OAK BLVD.. SURE 420 N.C. 1 P C3 ? 7 . 1410 FM ( 01) 527-0337 PHONE (704) 2 PROP. PROP HEA EAD U a o ? w J 0_ J UI CP PR P ROP. O d' N ? N N t` ^ n t` N d r r nii 1I '.4 rl, IDE a \ I ' A-141 f 2' WIDE / \ \ S 151 J ' WIDEl 1 1\`\ \\5-81 WIDE SA1-16 2' WIDE !y? 1SA- 71 3' WIDE P \`I. E. IN--?Zl 6.9 -742 III \\\ 1bt >3? 40 SA- 01 - 4' WIDE' 1\ PROP. 7 1 97 o° /I 36" P ® W% N \ SA-19 WIDE M PRELIMINARY DO NOT USE FOR CONSTRUCTION I N? I SA- 221 3' WIDE PROP. >zz_, I.E. OUT=716.60 - -SA-231 2' WIDE \ 1 \ ROP. RIPRAP APRON l 1 (20't_X23#X9,W) SA-241 2' WIDE ( \ \ SA-1 2' WIDE N SA-2 M N ^ 5' WIDE \ 1 3"WIDE N i 4\ I \ I DE \ 1 i I SA-5 5'WIDE R AININ 740 730 720 PROP. DATUM ELEV 710.00 0+00 1+00 IMPACT 2 PROFILE ROCKY RIVER SHOPPING CENTER ROCKY RIVER ROAD AND HOOD ROAD OPTION #3 (IMPACT 2) ® Re /: 06151.d" Duke 11/02/06 ftW EW: ABC ABC "ISAACS o B PRELIMINARY Dm- yMAA O Ow `"`"?°"` °m`"' ?"° ""'"` Cscow ''?'° DO NOT USE FOR CONSTRUCTION $720 RED OAK BLYD.. SURE 420 CHARLOTTE. C 3 2 P ? 2 PHONE . f ?ll 704, 327-WW PROP. I WALL I i PROP. EAD Q WALL ? U d ? O ? D! a. J) U I I I OP. 70 LF - ? . RCP O 0.5X ROP. INV.=716 60 INV.=716.95 O N O O N of op ? n ? r O O N r II FUTURE \ / rya l \ \ ` ?\ RETAIL I I ?4 200 I F ` POP. B I F)E. ±751. 0 / II LE. IN 731.9 I / I ?1 ?E. UT=730 .9$$$$$$ 12 III I ?/ - 7P'-° I I I \/ "PROP. 142 L{? \ \ 'b III ? 1 24? RCP ®4.65 1 I I I / SA--fl III // 2 WIDE I l I ? i ? I \\ '? -73° ?I r ? 1 ?7 III \ \ 1 I ` WSA-/?SA-7 ><6 i '6? WSA-8 / I \ ?I WS,AA-5 a PADAITA INT \ \ \ III ITLAND I \ WS ( 4 1 0 1? \ I SA- III I II I - WSA 8 WSA 3 2' WID I 422 S. F. \ WSA 2 I 2' 31I \ IDE \ I `rp I I I PIPE (180 L I \ 750 I ;141 \\? I III I W12 PROP. 724.35` I I.E. OU =724.1 I 750 I 1 ?g' I I -I _ I 49 2'WID ROP. 6 1F. + WIDE 30" 0.96%d I INTE MIT STRE M / _61 I I I I A-11 \? LINAR 00E?T \E I J, A$ i ? ? \ All \ ti\ _ OP. 1 I. 3.5 FUITURE I 6,Db0 SF I I I to -71 F.F.E? ±749. I / I I !DE 1 PRELIMINARY / ROP I? 1 DO NOT USE FOR CONSTRUCTION N PRA APRON PmRO? l: ?,? 3 (1 'LX1 5WX .5' CKY RIVER SHOPPING CENTER 1 SA- ROCKY RIVER ROAD AND HOOD ROAD ' 2'Y?IDJID 7n? E \ I OPTION #3 (IMPACT 3) ® FAt f 05151A.q Daly 11/02/05 Project Er. ABC - I -' rWID91 E I I X'ISAACS o Dmm 8x M CM. EWNEER110 0EWA ! WIO SU VE04 C \ \ \ \ ? SadC 1'.JO' 5720 RED OAK BLVD.. SUITE 420 m PHONE (70 )) 52 ON.C. 2AX (704) 527_6155 C3 . 3 0, / , w po ?r or- D m a.a Aw . a. n.m.s a.aa10......, . «w ace ?e .no. rn an. 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IIA®x H mom ?s.'sm s?nm° w i,1.w aa.v u.w1 aee a..w?. a•..rv x i a11MBiro.°a"In'on1MU""omw ..« a'?ic an?am. w H,w ? a i a.H ._. w ran may w1e1 loo. i.ra oooa. r.?6ai1u a - sa.ne. a. iar.lm a.u+ol w o101 ?srrc ?+a.?ueawue r.iAa mlo+ao .i. mm1 morn a .i1 iwoe aaocw o. n Iw, aanoa i A.n a16 x r.>dm ras alwHValam ?u:,anro ueeuvrn®xmnaruor a. w?w.?mmo.,ia .an u6x f ann m...ssa sa•,®x ?.osa vadas an Hrwm w1.or'u i6romta? a"ni1 ro ia?OS.'..?o rTM:aoaL?in'?s+*+?i ? a'?iu iuoa.,o ca o aL o to waic ae w a imoe. aw w. x o« Lm.w.u uowaum au',ac.no ?.?a as u ?enw i n. m6 au a w.own ,a1c om wuHa.`oro Hmm Boa xia°nww uwams. `HIV a a.liau?w'"ruw.°?masr?iaa?fi .i.6o`ir?alLv`"`?i xx a 11O6ra.?rara'"asm.owas`>au NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP IN-LIEU FEE REQUEST FORM Revised 10/02/2006 Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. CONTACT INFORMATION APPLICANT'S AGENT (optional) APPLICANT Business or Individual Name 1 W zltoh? cu? Nah??1 Q.L.SG ?c ?. (l,?nkl tAl?? ?Gl'.? ?i ? t r ?? ? Z n?`'s j6t> . , 2. Street Address or P O Box j P. U. gu>t LZ+? -- - 3l 3 3. City, State, Zip N4-vv U n N c. 1,$ (0S ?.hU? L2 l?l i? Z?L 17 d. Contact Person 5. Telephone Number _ ._. ^?lp-' ???-----------_S? -__----? 6. Fax Number - - - - 7. E-Mail Address (optional) PROJECT INFORMATION 8. Project Name fged C.re_z)ic C, b in rno r'f__1 S hC,;V (! czn k.,- 9. Project Location (nearest town, city) ?ocS?? 2??e? -mad , C l?,a? lc E H 10 C) 10. Lat-Long Coordinates (optional) i u 11- Protect County 12. River Basin i 13. Cataloging Unit (8-dlgit) (See Note i ) o3 C) C) F14'.- Riparian Wetland Impact (ac.) (e.g., 0.13) 15. Non-Riparian Wetland Impact (ac.) 16. Coastal Marsh Impact (ac.) 17. Stream Impact (ft.) (e.g. 1,234) (See Note 2) 18. Buffer Impact-Zane 1 (sq. ft.) (e.g. 12.345) _.. _._ .. (§?2_Note 3) -- -- - ------ 19. Buffer impact-Zone Z (sq. ft.) IM -- - PORTANT Check (4) below if this request is a: _ revision to a current acceptance, or " i _re-suibfhission of ap expired acceptance f Note 1: For help in determining the Cataloging Unit, go to EPA's 'Surf Your Watershed' web page: http://cfpub.epa.gov/surf/locate/index.cfm Note 2: For guidance on stream lempwdlures,.yo to http //www saw usace army mil/WETLANDS/Mitigation/Documents/Stream/Appendices/Appendixi.pdf Note 3: Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba river basins, and the Randleman Lake Water Supply Watershed. Direct all questions to Kelly Williams at 919-716-1921 or kelly.williams@ncmail.net _...... .. - - __..-- -- ---- - --- - ---- - --- --- -, Nip Warm - - - -? ---- -Cool ... ........Cold . y2y Nip f1Ji12? Signature of Applicant or Agent: Date: (O } 11 l C7 CD MapQuest: Maps -- op 4200 Rocky River Rd Charlotte NC 28215-8590 US Notes: i Page 1 of 1 MAPQVEST A 0?1206Rs ? a e ? ?y1Y+ ?` ? ? ??'? SattenWfhe Lrr. Q G?P?? 4? `tom c? S? ?nC Q,d r .r tamp Oak L n ?t _y Rlver d JOC 'IV tar Q j j} ? A S IL CroMmbers Dr sa Reedy Creek Park 0 Rid9etop Trt T g Baywood Ct tip fA4' ? 0101, 0 2006 MMaDQaest, Inc. 02006 NAVTEQ All rights -reserved. Use Subject to License/Co right This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. http://www.mapquest.com/maps/print.adp?mapdata=UAmOU3b9NY2UnKM77ILCmefH... 10/11/2006 Rocky River Retail Investors, LLC - Reedy Creek Commons Shopping Center Soil Survev CeD Soil Legend Symbol Name CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, eroded VnB Vance sandy loam, 2 to 8 percent slopes Vab Vance sandy loam, 8 to 15 percent slopes HeB Helena sandy loam, 2 to 8 percent slopes 80.7166666 ° W 80.7000000 ° W 180.6833333 ° W ITS! ? ? ?i y/ _ T !?, `\\?\ 1/ ? ??? ?I -'Q\`?\?y? 1 `" ? ^??`•_1) \? `1 4 , ? \? }. ?'T?' ?j ;; r ' i x IF?°?t ?'r `j\"; i ? ? Rt? 'i\ \ ? i\\ - /_ Y 2\ ?• i ? ,,•-\`. ?\". ?.? \? `? ?.I ?? ?, ` 1 ? \y ci- ` c as --vy . f? ?. _ \ ' L'7631/ 1? •, \ t i r \ `'.. ! rllrr'?- C ' 1 %... 1. .. MM -3 1 I rOp/ f.l 4` `.' \• : ~?1 \ .?ti ?.?--?.`.,. •I : ?fj ' T 4 750 C\1 Ridge c) Cl) 00 - t: ? / it • r ? ? ' ` + ` ? N Cl) A ?--? i '?--- = ?,?` ?:? , C _; '" '? Est '? ?° : ? I; 'I 't•? ? : ;=? - ?.9 \ ?? ?. x`765 - r .?\ ? V ? --- `• !• 7^-"• \ 1 li ?--'',C ?"? /" t I I - i % L 76tL-: t ? -r r*'?'. c?\ \?, 's ',??\' ? I ?v:\ t Q / \a, • -e ,J I /!\Ui\; '/'?-?Jj \', `?l?-k+-?? \ ? i-`\ .<y.c-?i ? t : - - ?) ?? ?4?rf? ,>> i 'v _.'• \ i - "// ! ? ` Z , 1\ ? / f f 1/ ti1; \(`? i 1\ r 1 ?? ,? .? ,! `I, _ F " Z r Cl) i?j ° z O Z ff T) i . cr) i/ J 1 \J Iii! I y \y} 1 Y 1 - 180.7166666 ° W 80.7000000- W 80.6833333 ° W Name' . HARRISBURG Location: 035.2730102°N 080.7001331°W Date: 10/11/2006 Caption: Rocky River Retail Investors, LLC - Reedy Creek Commons Scale: 1 inch equals 2000 feet Shopping Center Mecklenburg County, NC Copyright (C) 1998, Maptech, Inc. J I I I 1 _ I i l I? I, I I ? I I ? ? lyL III' I i 4 I EXIST. ROCKY ER ROAD ' - - -(I I +a t ( l 17Z=?Iliil ?.i v 4 q,rO,r ..o„o (V 6 ,II o= o, _ r_ m I I - I z I--- n ---, D III (? _ x?i n I I?J9+ L =v` -dP y Id L ;, - II II d -'--? _ (' I PROPOSED WET POND I I BMP I I I i i? l' I mac' , I I _ I Ir J 1111; JURISDICTIONAL CHANNEL a r? I I 4 I. I?? o I a1 II i I to I Giii I PROP. COLLECTOR 1 ROAD . I! 1 1 1 _vmw NOTES 1) ALL ON-SITE STORM WATER SHALL BE ROUTED TO PROPOSED WET POND BMP. ON-SITE SHALL BE DEFINED AS THE COMMERCIAL DEVELOPMENT INSIDE OF THE EXISTING ROCKY RIVER ROAD, PROPOSED EASTERN CIRCUMFERENTIAL, THE PROPOSED COLLECTOR ROAD, AND THE EASTERN EXTERIOR BOUNDARY LINE LOCATED 8/T CHANNEL AND HOOD ROAD. 2) PROPOSED WET POND BMP WILL BE DESIGNED TO HAVE AN 857 AVERAGE ANNUAL REMOVAL FOR TOTAL SUSPENDED SOLIDS GENERATED FROM THE COMMERCIAL DEVELOPMENT ACCORDING TO SPECIFICATIONS IN THE NORTH CAROLINA DEPT. OF ENVIRONMENT AND NATURAL RESOURCES BEST MANAGEMENT PRACTICES MANUAL DATED APRIL 1999. PRELIMINARY DO NOT USE FOR CONSTRUCTION opcr. ROCKY RIVER SHOPPING CENTER ROCKY RIVER ROAD AND HOOD ROAD Glic SITE EXHIBIT Fie km51.dAy Dale 10/05/00 Praiecl Eqr. !9C _ ? ISAACS o °D1- B 08 Cm LNONEUHNG QESIGN : uM Wfr WG ?5 Scee 1'=80' 8720 RED OAK 8LYO.. SUITE A21) ^? • O CHARLOTTE. N.C. 28217 IV PHONE (70A) 527-1440 !Ax (704) 527-8775 f,p