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HomeMy WebLinkAboutSLAS7112_PERMIT_INITIAL_20220114 January 14, 2022 Mr. Jonathan Pate Coastal Septic Solutions 7814 Shiloh Road Willard, NC 28478 RE: SLAS-71-12 Permit Issuance Coastal Septic Solutions SR 1121 in Pender County Dear Mr. Pate: The NC Division of Waste Management has reviewed your application for a permit to operate a Septage Land Application Site in Pender County. Your application has been approved in accordance with NC Septage Management Rules and your permit, SLAS-71-12, is enclosed. Please read all permit conditions carefully This permit is for a 6.4-acre site that has been established in hybrid bermudagrass. The nutrient management and soil erosion and runoff control plans you submitted have been included in your permit’s conditions. This site is only permitted for land application of domestic and grease septage as per Permit Condition 6. As stated within Permit Condition 7, the maximum annual application rate for this site is 50,000 gal/ac/yr. And finally, this permit shall expire on January 14, 2023 as per Permit Condition 15. An application for permit renewal and your septage application logs for the time that the current permit is valid should be submitted at least ninety (90) days prior to the expiration of your permit. Violations to NC Septage Management Rules or this permit could subject you to administrative penalties of up to $15,000 per violation per day. If you have any questions concerning your permit or septage in general, please do not hesitate to contact me at (919) 707-8283. When communicating to the Division about this permit, please refer to it as "SLAS-71-12." Sincerely, Chester R. Cobb, Environmental Program Consultant Division of Waste Management, NCDEQ Enclosures copies: Central File John Rowe, landowner John Farnell, Environmental Specialist II, WiRO Pender County Health Department Digitally signed by Chester R. Cobb DN: cn=Chester R. Cobb, o=Solid Waste Section, ou=DWM, email=chester.cobb@ncdenr.gov, c=US Date: 2022.01.14 14:31:49 -05'00' Facility Permit No.: SLAS-71-12Coastal Septic Solutions Permit to Operate January 14, 2022 Page 1 of 4 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WASTE MANAGEMENT SOLID WASTE SECTION PERMIT TO OPERATE A SEPTAGE LAND APPLICATION SITE Coastal Septic Solutions Jonathan Pate 7814 Shiloh Road Willard, NC 28478 is hereby permitted to operate Septage Land Application Site with permit # SLAS-71-12 located on SR 1121 in Pender County at approximate position 34.53610° N latitude and -78.09572° E longitude. This site is permitted only for operations that are conducted in accordance with the representations made in the approved application, with all conditions attached to this permit, and with all of the provisions of 15A NCAC 13B.0800 -- Septage Management. Failure to operate as permitted may result in the Department suspending or revoking this permit, initiating action to enjoin the unpermitted operation, imposing administrative penalties, or invoking any other remedy as provided in Chapter 130A, Article 1, Part 2 of the North Carolina General Statutes. This permit shall be reviewed annually to determine if soil test results and management activities are in compliance with the Septage Management Rules and the conditions of this permit. Modifications, where necessary, shall be made in accordance with rules in effect at the time of review. ____________________________ Adam Ulishney Environmental Compliance Branch Solid Waste Section Division of Waste Management, NCDEQ Adam Ulishney Digitally signed by Adam Ulishney Date: 2022.01.14 12:58:17 -05'00' Facility Permit No.: SLAS-71-12 Coastal Septic Solutions Permit to Operate January 14, 2022 Page 2 of 4 CONDITIONS OF OPERATING PERMIT 1. This permit shall become void if the soils fail to adequately assimilate the septage and shall be rescinded unless the site is maintained and operated in a manner which will protect the assigned water quality standards of both surface and ground waters. 2. This site shall be operated and maintained in accordance with the nutrient management plan submitted by Jonathan Pate and approved by the Division of Waste Management. The 6.4-acre site has been established in hybrid bermudagrass and shall be managed as one field. The hybrid bermudagrass shall be overseeded with a small grain around mid- October of each year. The planting and harvesting of the crops shall follow the approved nutrient management plan. Areas that fall below 80% in crop coverage shall be replanted as covered in the nutrient management plan. The mandatory 30-day waiting period between the last application of septage and the harvest of the crop shall be met by utilizing an alternative approved disposal location. All discharges shall occur within the permitted area and shall be consistent with the crop rotation in the approved plan. 3. This site shall be operated and maintained in accordance with the erosion and runoff control plan submitted by Jonathan Pate in such a manner as to prevent the migration of wastes off the designated waste receiving site. Any site improvements noted in the plan must be installed within 30 days of plan approval. The installation of groundwater monitoring wells shall be required as deemed necessary by the Division. 4. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other local, state, and federal government agencies which have jurisdiction. It is the responsibility of the Permittee to be in compliance with the Federal Regulations listed in the Code of Federal Regulations, 40 CFR Part 503. 5. This permit may be modified or reissued at any time to incorporate any conditions, limitations and/or monitoring requirements the Division deems necessary to adequately protect the environment and public health. Facility Permit No.: SLAS-71-12 Coastal Septic Solutions Permit to Operate January 14, 2022 Page 3 of 4 6. This site is only permitted for the land application of domestic and grease septage. The pH of domestic septage shall be raised to 12 or higher by alkali addition and, without the addition of additional alkali, shall remain at 12 or higher for 30 minutes prior to land application as per 15A NCAC 13B .0842(c)(1). The pH of grease septage or grease septage mixed with domestic septage shall be raised to 12 or higher by alkali addition and, without the addition of additional alkali, shall remain at 12 or higher for 2 hours prior to land application as per 15A NCAC 13B .0842(c)(2). Grease septage shall be diluted as required by 15A NCAC 13B .0842(a)(14) when applied over perennial vegetation. 7. This site contains approximately 6.4 acres that are available for land application of septage. The maximum annual application rate shall be 50,000 gallons per acre per year. At this application rate, a maximum annual volume of 320,000 gallons may be applied to this site. The maximum annual application rate assumes equal septage distribution, on an annual basis, over the entire permitted area. Application rates to each approved disposal field shall not exceed the maximum annual application rate or the monthly application rates listed in the approved nutrient management plan. 8. An approved septage detention facility with a minimum design capacity of 6,400 gallons shall be available prior to operation of this site as per 15A NCAC 13B .0838(a) unless an approved wastewater treatment plant is available for use during periods of adverse weather. The storage capacity may be adjusted if it is demonstrated during the operation of the site that this volume of storage is inadequate. 9. Only the area designated on the attached site map shall be utilized for septage disposal. Each load of septage discharged at the site shall be distributed from a moving vehicle in such a manner that there is no standing water when the discharge is complete. 10. Septage shall not be applied during any precipitation event, or if there is standing water on the soil surface, if the soil surface is frozen, or if the soil surface is snow covered. The Permittee shall consider pending weather conditions when making the decision to land apply in order to prevent any discharge of septage outside of the permitted boundary. 11. Septage shall not be applied during periods of high soil moisture. Septage applications that will result in ruts greater than three inches in the soil surface are prohibited. 12. Any discharge of septage outside of the permitted boundaries via runoff, aerial drift, etc. is prohibited. Facility Permit No.: SLAS-71-12 Coastal Septic Solutions Permit to Operate January 14, 2022 Page 4 of 4 13. This permit shall become void unless the land application activities are carried out in accordance with the conditions of this permit and in the manner approved by this Division. No one other than the Permittee or an employee of the firm named in this permit shall discharge septage at this site without prior appropriate notification and written approval from the Division. 14. Prior to any transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. The Division shall be notified prior to site closure. This permit is non-transferable. 15. This permit shall expire on January 14, 2023. An application for permit renewal shall be submitted at least ninety (90) days prior to the permit renewal date. When necessary, an application for permit modification shall be submitted for any proposed change listed in 15A NCAC 13B .0840(g). Along with the application for permit renewal or modification, septage application records for the time this permit was valid shall be submitted. 16. Records shall be kept in accordance with 15A NCAC 13B .0842(e)(1) and the Code of Federal Regulations, 40 CFR Part 503.17(b) to document all septage applications to the site. These records shall be made available to a representative of the Division upon request. 17. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises, or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. 18. Field separations in the nutrient management plan and all pertinent setbacks shall be clearly located on the site. Boundaries of the permitted septage land application fields shall be clearly marked on the ground. 19. The areas that can be used for land application of septage shall be maintained to meet the minimum setback distances as described in 15A NCAC 13B .0841(d) such as 500 feet from any existing wells, residences, places of business, or places of public assembly. Also, septage shall not be disposed of within 50 feet of any property line, within 100 feet of any ditch, or within 200 feet of any surface water unless specified otherwise. Sources: Esri, HERE,DeLorme, USGS,Intermap,INCREMENT P, SLAS-71-12 / crc, Jan. 2022Vicinity Map k Pond 200 ft 500 ft 50 ft200 ft 50 ft Field6.4 acres10 ft from woods edgewetSDTF Source: Esri,DigitalGlobe, GeoEye, SLAS-71-12 / Aerial Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community. Map created by NC DEQ, Division of Waste Management for permitting purposes only. 1 inch = 200 feet crc, Oct. 2021 Pender County Planning and Community Development Planning Division 805 S. Walker Street PO Box 1519 Burgaw, NC 28425 Phone: 910-259-1202 Fax: 910-259-1295 www.pendercountync.gov October 11, 2021 Jonathan Pate 7814 Shiloh Road Willard, NC 28478 VIA EMAIL: coastalsepticsolutions@gmail.com Re: Request for Approval Letter for Septage Land Application Site on Pender County PIN: 2278-26-0911-0000 Jonathan, The Pender County Department of Planning & Community Development has reviewed your request for a zoning approval letter regarding a proposed septage land application site on the above-referenced parcel pursuant to 15A NCAC 13B .0840(c)(24). Assuming that the proposed septage land application facility will be used to provide nutrients to crops located on the above-referenced parcels, as contemplated 15A NCAC 13B .0840, the proposed use would be exempt from Pender County’s Unified Development Ordinance as a bona fide farm, pursuant to G.S. 153A-340(b)(1) & (2). Accordingly, the facility would not be subject to Pender County’s zoning regulations. If you have any questions, please do not hesitate to contact me at (910) 259-1408 or cshaw@pendercountync.gov. Sincerely, Carlene Shaw Current Planner Pender County Department of Planning & Community Development Needham Environmental Inc. Robert N. Needham, PWS Tom Gulley, NCLSS#1256 9100 Charlestowne Rd. SE P.O. Box 960 Winnabow, NC 28479 Wilmington, NC 28402 Office/Fax (910)371-6082 Office/Fax (910)795-0319 needhambud@ec.rr.com tgulley@gmail.com ______________________________________________________________________ November 4, 2019 Jonathan Pate Coastal Septic Solutions 7814 Shiloh Rd Willard, NC 28478 RE:Soil Evaluation of a portion of PIN# 2278-16-0911-0000, located Bell Williams Road, Pender County, North Carolina. Dear Mr. Pate: On September 12, 2019, I made a site visit to evaluate a portion of the above-mentioned tract to help determine the suitability of the soils on site for the land application of septage. The North Carolina Septage Management Rules, 15A NCAC 13B, Sections .0830-.0846 were used as a guideline for making this evaluation. The attached Preliminary Soil Suitability Map shows the location of features that require a setback to septage land application sites on the subject tract and the adjacent properties. Shown is the residence at 1864 Bell Williams Road, two ponds on the subject tract, adjacent wetland areas, and a stream on the subject tract. A black line shown on the map shows the setbacks required to these features in addition to the required 50' property line setback. Please note that a existing well was located on the property at 1864 Bell Williams Road. If a well is on the property, it will require a 500' setback. Wetlands were evaluated using the U.S. Army Corps of Engineers (C.O.E.) Wetlands Manual - 1987 edition and the Regional Supplement for the Atlantic and Gulf Coastal Plain Region. Wetlands were identified using a three-parameter approach incorporating soils, vegetation, and hydrological indicators. The edge of the wetland was located using my cell phone GPS. Also located was the edge of the stream channel. Both are shown with Blue and Purple points on the attached map. All other features that require a setback were located by using an aerial photo and the GIS boundary for the property. Hand auger borings were placed at multiple locations on the property to depths of two feet or more. Based on these borings, the attached Preliminary Soil Map was created. This map shows two different soil map units. The areas shown in “Green” contain the Autryville, Goldsboro, and Norfolk Soil Series, with Group II soils textures and a soil wetness condition greater than 24" and/or Group III soil textures with a soil wetness condition greater than 18" , as evident by the presence of chroma 2 or less soil colors or mottles. The area shown in “Pink” contains the Rains Soil Series, with seasonal high water table depths closer to the ground surface than required, which is less than 18" or 24" given the soil texture at that boring location. Also shown on the map are six soil boring locations, where detailed soil profile descriptions were performed The detailed soil profile descriptions for boring locations X1 through X6 are attached, along with an abbreviations sheet. Below is a summary chart of each boring. Boring #Textural Group Soil Wetness Condition (in) X1 I&III 42 X2 I&III >48 X3 III 26 X4 I&III 36 X5 I&III >48 X6 I 24 All of the areas shown in “Green” on the attached Preliminary Soil Map meet the requirements for the land application of septage with respect to the depth of the soil wetness condition and required setbacks. A composite soil sample was collected for each location at X1 and X2 from the upper 3" of the soil profile and sent to the NCDA&CS lab for a standard soil fertility analysis and heavy metals analysis. The lab results are attached along with Nitrogen and Potassium recommendations for a crop of coastal bermuda hay. Also, note that there was an elevated level of lead (Pb) at X2, but it should not pose a concern for plant growth. If your have any questions or concerns, please contact me at (910)795-0319, (910)297-1282, or by e-mail at tgulley@gmail.com. Sincerely, J. Tom Gulley, Jr. North Carolina Soil Scientist License# 1256 Attachments NEEDHAM ENVIRONMENTAL, INC. DRAWN BY: JTGC:\NEEDHAMENVIRONMENTAL03-19-074 COASTALSEPTICSOLUTIONS\SOILSUITMAP.CDR July 16, 2019 PRELIMINARY SOIL SUITABILITY MAP OF PIN: 2278-26-0911-0000 BURGAW AREA - PENDER COUNTY - NORTH CAROLINA THIS IS NOT A SURVEY. THIS MAP WAS CREATED USING GPS POINTS FROM A CELLULAR PHONE AND THE ONXMAPS APP. THIS IS NOT A SURVEY. THIS MAP WAS CREATED USING GPS POINTS FROM A CELLULAR PHONE AND THE ONXMAPS APP. BASE MAP: ONXMAPS SCALE: 1” = 200’BELL WILLMS RIADHOMEHOME POND POND X4X4 X2X2 X1X1 X3X3 X6X6 X5X5 NEEDHAM ENVIRONMENTAL, INC. DRAWN BY: JTGC:\NEEDHAMENVIRONMENTAL03-19-074 COASTALSEPTICSOLUTIONS\SOILSUITMAP.CDR July 16, 2019 PRELIMINARY SOIL SUITABILITY MAP OF PIN: 2278-26-0911-0000 BURGAW AREA - PENDER COUNTY - NORTH CAROLINA LEGENDLEGEND SOILS SUITABLE SEPTAGE APPLICATION. THESE AREAS CONTAIN GROUP II SOIL TEXTURES AND A GREATER THAN 24” SOIL WETNESS CONDITION OR GROUP III SOIL TEXTURES AND A GREATER THAN 18” SOIL WETNESS CONDITION (AUTRYVILLE, GOLDSBORO, & NORFOLK SOILS) (APPROXIMATELY 7.53 ACRES) SOILS THAT ARE UNSUITABLE FOR SEPTAGE APPLICATION. THESE SOILS HAVE A SOIL WETNESS CONDITION CLOSER TO THE GROUND SURFACE THAN REQUIRED. THE SOIL WETNESS CONDITION TABLE WAS DETERMINED BY THE PRESENCE OF CHROMA 2 OR LESS SOIL MOTTLES (RAINS SOILS) (APPROXIMATELY 0.83 ACRES) EDGE OF WETLAND STREAM EXISTING POND EDGE OF FIELD PROPERTY LINE AREAS OUTSIDE OF THE REQUIRED 50’ PROPERTY LINE SETBACK, 50’ WETLAND SETBACK, 200’ POND SETBACK, 200’ STREAM SETBACK, & 500’ RESIDENCE SETBACK X#X#SOIL PROFILE DESCRIPTION LOCATION NEEDHAM ENVIRONMENTAL, INC. DRAWN BY: JTGC:\NEEDHAMENVIRONMENTAL03-19-074 COASTALSEPTICSOLUTIONS\SOILSUITMAP.CDR November 11, 2019 PRELIMINARY SOIL SUITABILITY MAP OF PIN: 2278-26-0911-0000 BURGAW AREA - PENDER COUNTY - NORTH CAROLINA THIS IS NOT A SURVEY. THIS MAP WAS CREATED USING GPS POINTS FROM A CELLULAR PHONE AND THE ONXMAPS APP. THIS IS NOT A SURVEY. THIS MAP WAS CREATED USING GPS POINTS FROM A CELLULAR PHONE AND THE ONXMAPS APP. BASE MAP: ONXMAPS SCALE: 1” = 500’BEL WILLIA RDLMSHOMEHOME POND POND X4X4 X2X2 X1X1 X3X3 X6X6 X5X5 Soil Map—Pender County, North Carolina (Coastal Septic Solutions) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/27/2021 Page 1 of 3382508038251603825240382532038254003825480382556038256403825720382508038251603825240382532038254003825480382556038256403825720766280766360766440766520766600766680766760 766280 766360 766440 766520 766600 766680 766760 34° 32' 20'' N 78° 5' 55'' W34° 32' 20'' N78° 5' 35'' W34° 31' 57'' N 78° 5' 55'' W34° 31' 57'' N 78° 5' 35'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 150 300 600 900 Feet 0 50 100 200 300 Meters Map Scale: 1:3,410 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Pender County, North Carolina Survey Area Data: Version 22, Jun 3, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Apr 22, 2015—Nov 28, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Pender County, North Carolina (Coastal Septic Solutions) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/27/2021 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AuB Autryville fine sand, 1 to 4 percent slopes 13.9 25.0% McC Marvyn and Craven soils, 6 to 12 percent slopes 1.9 3.5% Mk Muckalee loam, frequently flooded 13.1 23.5% NoB Norfolk loamy fine sand, 2 to 6 percent slopes 18.6 33.3% Ra Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 8.2 14.7% Totals for Area of Interest 55.8 100.0% Soil Map—Pender County, North Carolina Coastal Septic Solutions Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/27/2021 Page 3 of 3