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Home My WebLink About20240256 Ver 1_21770 PCN Support Package2024.02.08_20240208 GTA ASSOCIATES, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS A Practicing Geoprofessional Business Association Member Firm January 4, 2023 North Carolina Department of Environmental Quality Division of Water Resources Raleigh Regional Office 1628 Mail Service Center Raleigh, North Carolina Re: Nationwide Permit 39 Pre-Construction Notification Publix Garner Johnston County, North Carolina Division of Water Resources: On behalf of Catfish Real Estate LLC(Applicant), GTA Associates, Inc. (GTA) is submitting the following information for a Nationwide Permit 39 Pre-Construction Notification Application: 1. Agent Authorization Letter; 2. Site Location Map (Figure 1); 3. USGS Topographic Map(Figure 2); 4. NRCS Soils map (Figure 3); 5. Pre-Filing Meeting Request Documentation; 6. Wetland/Waterbody Impact Plates (Figures1-7); 7. Avoidance and Minimization Analysis; 8. Endangered Species and Designated Critical Habitat documentation; 9. Stormwater & Erosion Control Narrative & Supporting Calculations, prepared by Morris & Ritchie Associates of NC, P.C.. (MRA), dated November17, 2023; and, 10. Publix PJD Package, prepared by Brown’s Environmental 11. Revised Neuse Buffer Letter, prepared by NC Division of Water Resources 12. Division of Mitigation Services and Mitigation Bank letters The Garner Publix project (“project”)is identified as the parcel assemblage at the southeast corner of NC Hwy 42 and NC Hwy 50, in the Garner area, of Johnston County, NC, with an area of 35.13± acres (PINs 162717-001-2444, 161700-90-2503, 162700-00-2857). A Site Location Map depicting the location of the project area is included as Figure 1. The project includes the construction of a commercial development and associated stormwater management facilities, utilities, and roadways. 530 Hinton Pond Dr. Knightdale, North Carolina 27545 (410) 515-9446 Abingdon, MD Baltimore, MD Laurel, MD Frederick, MD Waldorf, MD New Castle, DE Georgetown, DE Somerset, NJ NYC Metro Pittsburgh Metro Quakertown, PA Scranton/Wilkes-Barre, PA York, PA Northeastern, OH Sterling, VA Nashville, TN Charlotte, NC Raleigh, NC Orlando, FL Visit us on the web at www.gtaeng.com North Carolina Department of Environmental Quality – Division of Water Resources Re: Publix Garner – Pre-Construction Notification Permit Application January 4, 2024 Page 2 The project areais generally comprised of open, agriculturalland and wooded areas. Brown’s Environmentalperformed a wetland delineation of the project area in 2022. A copy of the Preliminary Jurisdictional Application, prepared by Brown’s Environmentalaccompanies this application. There are no areas of 100-year floodplain within the project area according to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) numbers 3720161700L and 3720162700K, both effective July 19, 2022. To develop the project, unavoidable impacts to forestednontidal wetlands, stream buffers, and perennialstreamsare anticipated. The Applicant requests authorization for unavoidable impacts tonontidal wetlands,stream buffers, and perennialstreams. Should you have any questions, or require additional information, please contact this office at (410) 515-9446. Sincerely, GEO-TECHNOLOGY ASSOCIATES, INC. Josh Riding Environmental Scientist T. Andy Stansfield, Jr. Vice President JSR/MAJ/TAS 21770 L:\\Shared\\Project Files\\2023\\21770 - Publix - Garner NC\\WET\\Reports - Permitting\\Permitting\\21770 Cover Letter.docx Agent Authorization Letter Figure 1 Site Location Map Figure 2 USGS Topographic Map Figure 3 NRCS Soils Map Pre-Filing Meeting Request Documentation Joshua Riding From:Joshua Riding Sent:Tuesday, September 12, 2023 2:48 PM To:401PreFile Subject:401 Prefiling Request Project Name: Publix Garner County: Johnston Applicant Name: Catfish Real Estate, LLC ÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎ Josh Riding | Environmental Scientist G EO-T ECHNOLOGY A SSOCIATES, INC. 3445 Box Hill Corp. Center Drive, Suite A, Abingdon, MD 21009 Tel: 410-515-9446 | Cell: 804-467-8989 | www.gtaeng.com Services: Geotechnical Engineers ¤ Environmental Consultants ¤ Construction Observation & Testing Offices: Abingdon, Baltimore, Laurel, Frederick, & Waldorf, MD Georgetown & New Castle, DE ¤ York & Quakertown, PA ¤ NYC Metro Somerset, NJ ¤ Sterling & Fredericksburg, VA ¤ Malvern, OH ¤ Charlotte & Raleigh, NC GTA Î Since 1985 1 Wetland/Waterbody Impact Plates Avoidance and Minimization Analysis AVOIDANCE AND MINIMIZATION ANALYSIS PUBLIX GARNER JOHNTON COUNTY, NORTH CAROLINA Site Description The Publix Garner project site is located at the southeast corner of NC Highway 42 and NC Highway 50 in the Garner area of JohnstonCounty, North Carolina. The subject property is identified as PINs 162717-001-2444, 161700-90-2503, and 162700-00-2857. A Site Location Map of the project site is enclosed as Figure 1. The subject site primarily consists of agricultural fields and wooded areas. The U.S. Geological Survey (USGS) Topographic Map for the subject site (Figure 2) indicates that the subject site primarily drains east towards Buffalo Creek. Project Purpose The greater Raleigh area, including Johnston County and the Town of Garnerhave experienced, and are anticipating a continued rapid rise in population, which creates a need for more access to groceries. In order to meet these needs, the establishment of new grocery stores is essential to keep up with this growth and continue to provide a high quality of life for Johnston County’s residents. To develop this site, unavoidable impacts to nontidal wetlands, perennial streams, and state regulated stream buffers are anticipated. Proposed impacts have been avoided and minimized to the maximum extent practicable. Avoidance, Minimization, and Design Considerations There are two perennial stream channels crossing the northern portion of the project site restricting access to the site, two nontidal wetlands in the northern portion of the site, and Buffalo Creek in the eastern portion of the subject site. The applicant selected the entry road locations as a result of conversations with North Carolina Department of Transportation (NCDOT), where NCDOT guided the applicant to the current proposed locations. During these discussions the applicant sent multiple proposed layouts and building considerations to NCDOT that were aimed at reducing the proposed impacts to the perennial stream. NCDOT selected the current layout due to plans for future road expansion in the area, and needing this proposed project to be compatible for future NCDOT improvements. During these negotiations, the applicant suggested layouts that would have only needed one entrance from the north, and versions that included a bridge to avoid stream impacts. After coordinating with NCDOT, NCDOT deemed these options unacceptable due to future NCDOT planning considerations and improvement needs. The current proposed layout is the result of these discussions Avoidance and Minimization Analysis Publix Garner GTA Project No. 21770 The Applicant selected the project site to utilize existing infrastructure in the area, the NC Highway 42 and NC Highway 50 corridors provide ample infrastructure to connect to and ample traffic to support a grocery store. The subject site currently consists primarily of undeveloped land, wooded areas, and agricultural fields. The applicant is proposing impacts to 0.02 acres of wetlands, permanent impacts to 422 linear feet of perennial streams, and temporary impacts to 56 linear feet of streams. The applicant is also proposing impacts to zone 1 and zone 2 stream buffers, that are depicted on the enclosed impact plates. The applicant has avoided impacts to the maximum extent practicable, the locations of the road crossings were determinedby NCDOT. Impacts outside of the road crossings have been avoided and minimized to the maximum extent practicable and entail impacts associated with grading the site. Throughout the design process the feasibility of multiple site configurations was considered. The applicant was willing to incur larger expenses to this project to construct solutions that would have further reduced or minimized impacts, however due to discussions with NCDOT these layouts were not feasible, and the applicant has minimized impacts to the maximum extent, while maintaining project feasibility and meeting NDOT requirements. The selected configuration carries unavoidable wetland, perennial stream, and stream buffer impacts. The stream and a portion of the stream buffer impacts will require compensatory mitigation. The Applicant proposes to satisfy this requirement by acquiring credits from a mitigation bank and the in-lieu fee program. 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Uif!njhsbupsz!cjse!mjtu!hfofsbufe!jt!opu!b!mjtu!pg!bmm!cjset!jo!zpvs!qspkfdu!bsfb-!pomz!b!tvctfu!pg! cjset!pg!qsjpsjuz!dpodfso/!Up!mfbso!npsf!bcpvu!ipx!zpvs!mjtu!jt!hfofsbufe-!boe!tff!pqujpot!gps! jefoujgzjoh!xibu!puifs!cjset!nbz!cf!jo!zpvs!qspkfdu!bsfb-!qmfbtf!tff!uif!GBR!#Xibu!epft!JQbD! vtf!up!hfofsbuf!uif!njhsbupsz!cjset!qpufoujbmmz!pddvssjoh!jo!nz!tqfdjgjfe!mpdbujpo#/!Qmfbtf!cf! bxbsf!uijt!sfqpsu!qspwjeft!uif!#qspcbcjmjuz!pg!qsftfodf#!pg!cjset!xjuijo!uif!21!ln!hsje!dfmm)t*!uibu! pwfsmbq!zpvs!qspkfdu<!opu!zpvs!fybdu!qspkfdu!gppuqsjou/!Po!uif!hsbqit!qspwjefe-!qmfbtf!bmtp!mppl! dbsfgvmmz!bu!uif!tvswfz!fggpsu!)joejdbufe!cz!uif!cmbdl!wfsujdbm!cbs*!boe!gps!uif!fyjtufodf!pg!uif!#op! ebub#!joejdbups!)b!sfe!ipsj{poubm!cbs*/!B!ijhi!tvswfz!fggpsu!jt!uif!lfz!dpnqpofou/!Jg!uif!tvswfz! fggpsu!jt!ijhi-!uifo!uif!qspcbcjmjuz!pg!qsftfodf!tdpsf!dbo!cf!wjfxfe!bt!npsf!efqfoebcmf/!Jo! dpousbtu-!b!mpx!tvswfz!fggpsu!cbs!ps!op!ebub!cbs!nfbot!b!mbdl!pg!ebub!boe-!uifsfgpsf-!b!mbdl!pg! 17016031348 dfsubjouz!bcpvu!qsftfodf!pg!uif!tqfdjft/!Uijt!mjtu!jt!opu!qfsgfdu<!ju!jt!tjnqmz!b!tubsujoh!qpjou!gps! jefoujgzjoh!xibu!cjset!pg!dpodfso!ibwf!uif!qpufoujbm!up!cf!jo!zpvs!qspkfdu!bsfb-!xifo!uifz!njhiu! cf!uifsf-!boe!jg!uifz!njhiu!cf!csffejoh!)xijdi!nfbot!oftut!njhiu!cf!qsftfou*/!Uif!mjtu!ifmqt!zpv! lopx!xibu!up!mppl!gps!up!dpogjsn!qsftfodf-!boe!ifmqt!hvjef!zpv!jo!lopxjoh!xifo!up!jnqmfnfou! dpotfswbujpo!nfbtvsft!up!bwpje!ps!njojnj{f!qpufoujbm!jnqbdut!gspn!zpvs!qspkfdu!bdujwjujft-! tipvme!qsftfodf!cf!dpogjsnfe/!Up!mfbso!npsf!bcpvu!dpotfswbujpo!nfbtvsft-!wjtju!uif!GBR!#Ufmm! nf!bcpvu!dpotfswbujpo!nfbtvsft!J!dbo!jnqmfnfou!up!bwpje!ps!njojnj{f!jnqbdut!up!njhsbupsz! cjset#!bu!uif!cpuupn!pg!zpvs!njhsbupsz!cjse!usvtu!sftpvsdft!qbhf/ 17016031349 JQBD!VTFS!DPOUBDU!JOGPSNBUJPO Bhfodz;Hfp.Ufdiopmphz!Bttpdjbuft-!Jod/ Obnf;Kptivb!Sjejoh Beesftt;4556!Cpy!Ijmm!Dpsqpsbuf!Dfoufs!Es-!Tuf/!B Djuz;Bcjohepo Tubuf;NE \[jq;3211: FnbjmksjejohAhubfoh/dpn Qipof;521626:557 , prepared by Morris & Ritchie Associates of NC, P.C., dated , 202. (cfs) 100 (in/hr)Q 100 (cfs)I 25 (in/hr)Q 25 (cfs)I 10 (in/hr)Q 10 (cfs)I 2 (in/hr)Q 2 (cfs)I 1 tailwater for pipe culvert sizing. (in/hr)Q 1 permeability for point of inflow at each culvert to achieve Q. This will allow to generate flow and Calculate drainage area and permeability for each ditch/swale. Calculate combined drainage areas and Total Drainage Area (ac) Cross Check frm (CAD)Composite CMinimum TcI Area (ac) Dense Lawn >7.0% Slope Johnston Co IDF Curve Constants Dense Lawn 2.0%- 7% Slope Area (ac) Wooded, Sparce Ground Litter (ac) (ac) 0.080.000.000.000.080.955.004.500.345.520.427.320.568.450.649.590.730.010.000.000.000.010.955.004.500.045.520.057.320.078.450.089.590.092.000.000.000.002.000.955.004.508.555.5210.497.3213.918.4516.05 9.5918.230.510.000.140.000.650.805.004.502.325.522.847.323.778.454.359.594.940.020.000.000.000.020.955.004.500.095.520.107.320.148.450.169.590.180.010.000.000.000.010.955.004.500.045.520.057.320.078. 450.089.590.090.080.000.030.000.110.755.004.500.375.520.467.320.608.450.709.590.790.000.000.000.000.000.955.004.500.005.520.007.320.008.450.009.590.000.020.000.010.000.020.775.004.500.075.520.087.320 .118.450.139.590.150.040.000.000.000.040.925.004.500.195.520.237.320.308.450.359.590.400.280.000.010.000.290.925.004.501.215.521.487.321.968.452.279.592.570.050.000.000.000.050.925.004.500.205.520.24 7.320.328.450.379.590.420.030.000.000.000.030.955.004.500.135.520.167.320.218.450.249.590.270.030.000.000.000.030.925.004.500.145.520.187.320.238.450.279.590.310.100.000.000.000.100.945.004.500.415.5 20.517.320.678.450.779.590.880.200.000.010.000.210.915.004.500.855.521.047.321.388.451.609.591.810.050.000.000.000.050.955.004.500.235.520.297.320.388.450.449.590.500.180.000.000.000.180.955.784.360. 755.350.927.121.238.231.429.361.620.260.000.000.000.260.955.214.461.115.471.367.271.808.392.089.532.370.120.000.000.000.120.955.004.500.535.520.657.320.868.450.999.591.120.190.000.000.000.190.945.004 .500.795.520.977.321.298.451.499.591.691.190.000.000.001.200.957.764.044.584.975.646.667.567.718.758.8310.020.640.000.060.000.700.895.004.502.805.523.447.324.568.455.269.595.970.580.000.010.000.590.9 35.004.502.495.523.067.324.058.454.689.595.310.170.000.150.000.320.605.004.500.865.521.057.321.408.451.619.591.830.880.000.190.001.080.825.004.503.965.524.867.326.448.457.439.598.440.070.000.010.000. 080.905.004.500.325.520.397.320.528.450.609.590.680.060.000.000.000.060.955.004.500.255.520.307.320.408.450.469.590.520.000.000.000.000.000.375.004.500.015.520.017.320.018.450.019.590.010.010.000.020 .000.030.575.004.500.085.520.097.320.128.450.149.590.160.040.000.050.000.090.545.004.500.225.520.277.320.368.450.419.590.470.030.000.010.000.040.745.004.500.125.520.157.320.208.450.239.590.260.060.00 0.030.000.090.695.004.500.285.520.347.320.458.450.529.590.590.070.000.030.000.100.735.004.500.335.520.407.320.538.450.619.590.690.110.000.030.000.140.795.004.500.515.520.627.320.838.450.959.591.080.1 20.000.020.000.140.855.004.500.545.520.677.320.888.451.029.591.160.040.000.000.000.040.895.004.500.155.520.197.320.258.450.299.590.330.030.000.000.000.030.915.004.500.135.520.167.320.228.450.259.590. 280.640.000.040.000.680.915.004.502.795.523.427.324.538.455.239.595.940.020.000.020.000.040.575.004.500.115.520.137.320.188.450.219.590.230.030.000.040.000.060.555.004.500.165.520.207.320.268.450.309 .590.340.430.000.000.000.430.955.004.501.845.522.267.323.008.453.469.593.930.070.000.000.000.070.955.004.500.295.520.357.320.478.450.549.590.61 Impervious Area Љ͵ЉБЉ͵ЉЊЉ͵ЉЌЉ͵ЏЎЉ͵ЉЋЉ͵ЉЊЉ͵ЊЊЉ͵ЉЉЉ͵ЉЋЉ͵ЉЍЉ͵ЋВЉ͵ЉЎЉ͵ЉЌЉ͵ЉЌЉ͵ЊЉЉ͵ЋЊЉ͵ЉЎЉ͵ЊБЉ͵ЋЏЉ͵ЊЋЉ͵ЊВЊ͵ЋЉЉ͵АЉЉ͵ЎВЉ͵ЌЋЊ͵ЉБЉ͵ЉБЉ͵ЉЏЉ͵ЉЉЉ͵ЉЌЉ͵ЉВЉ͵ЉЍЉ͵ЉВЉ͵ЊЉЉ͵ЊЍЉ͵ЊЍЉ͵ЉЍЉ͵ЉЌЉ͵ЏБЉ͵ЉЍЉ͵ЉЏЉ͵ЍЌЉ͵ЉА Acres (CAD) Drainage Area in Area (CAD) Calculated Drainage Coefficients TypeCRgh Gravel0.75213820 CB A1-23,365.00CB A1-3279.00CB A1-41,162.00CB A1-528,175.00CB A1-6753.00CB A1-7248.00CB A1-84,750.00CB A1-917.00CB B1-31,573.00CB B1-43,871.00CB B1-54,312.00CB B1-66,243.00CB B1-76,166.00CB B1-81,674.00CB B1-91,416.00 CB A1-10835.00CB A1-111,935.00CB A1-1212,710.00CB A1-132,092.00CB A1-141,523.00CB A1-151,510.00CB A1-164,251.00CB A1-179,056.00CB A2-182,371.00CB A2-197,919.00CB A2-2011,387.00CB A2-215,373.00CB A3-228,191.00CB A4-2352,152.00CB A6-2530,475.00CB A6-2625,800.00CB A5-2713,884.00CB A7-2846,863.00CB A7-293,452.00CB A7-302,506.00CB A8-32151.00CB A9-331,294.00CB B2-1029,671.00CB B3-111,851.00CB B4-122,825.00CB B4-1318,774.00CB B5-142,930.00 Cultivated0.201020523 CB A10-353,949.00 Impervious0.95516921 Graded Earth0.35110819 Wooded, Sparce0.202524524Drainage Basin Dense Lawn 2-7%0.22Inputs5026124 Dense Lawn >7.0%0.35Outputs10030727 Publix Mass Grading Drainage Basin Characteristics and Discharges 2-1-23 +!+!+!!EJTDMBJNFS!!+!+!+ Kpiotupo!Dpvouz!bttvnft!op!mfhbm!sftqpotjcjmjuz!gps!uif!jogpsnbujpo!sfqsftfoufe!ifsf/ Sftvmu!1 17E12132D je; 17E12132D Ubh; DBUGJTI!SFBM!FTUBUF-!MMD Pxofs!Obnf!2; Pxofs!Obnf!3; 2312!PBLGJFME!ES!TUF!21: Nbjm!Beesftt!2; Nbjm!Beesftt!3; CSBOEPO-!GM!44622.5:43 Nbjm!Beesftt!4; 17484 Cppl; 1895 Qbhf; January 4, 2024 Steve Hove Catfish Real Estate LLC 1201 Oakfield Dr, Suite 109 Brandon, FL 33511 Expiration of Acceptance: 7/4/2024 Project: Publix Garner County: Johnston The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please notethat this decision does not assure that participation in the DMS in- lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies todetermine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. 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 applicable404 Permit/401 Certification/Buffer Approvalwithin this time frame, this acceptance will expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once DMS 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 by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the . impact amounts shown below River Basin Impact Location ImpactTypeImpact Quantity (8-digit HUC) Neuse03020201Warm Stream422 2 Neuse03020201Riparian BufferUp to 14,101ft@3:1 2 Neuse03020201Riparian BufferUp to 12,026ft@1.5:1 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly.Williams@deq.nc.gov. Sincerely, Kelly B. Williams In-Lieu Fee Program Coordinator cc: Josh Riding, agent