This Solid Waste Section
publication of rules in Section .1400 corrects typographical errors currently
found in the North Carolina Administrative Code.
.1401 REQUIREMENT FOR PERMIT
(a) All persons whose purpose is or includes the production of compost from solid waste or solid waste co-composted with other wastes shall not construct, operate, expand or modify a facility until a currently valid permit for a solid waste compost facility is issued by the Division. This provision also applies to facilities that accept, store, or produce compost or mulch from yard waste or from residues from agricultural products and processing. General Provisions, siting, design, application, operational, distribution, and reporting requirements shall be in accordance with Rules .1402, .1403, .1404, .1405, .1406, .1407, and .1408 of this Section.
(b) Plans for a Large Type 3 or Type
4 Solid Waste Compost Facility Permit, or a permit for any facility located
over a closed out disposal area shall be submitted in accordance with Rule
.0202(a)(3) of this Subchapter. A minimum of four sets of plans shall be
submitted within each application.
History Note: Authority G.S. 130A-294;
130A-309.03; 130A-309.11; 130A-309.29; Eff. December 1, 1991; Amended Eff.
May 1, 1996.
.1402 GENERAL PROVISIONS FOR SOLID WASTE COMPOST FACILITIES
(a) Applicability. The provisions of this Rule apply to compost facilities that compost solid waste or co-compost solid waste with sludges that are not classified as a solid waste, functioning as a nutrient source. Facilities that co-compost with sewage sludge shall comply with all applicable federal regulations regarding sludge management at 40 CFR 501 and 503. 40 CFR 503, subpart B is hereby incorporated by reference, including subsequent amendments or additions. Copies of the Code of Federal Regulations may be obtained from the Solid Waste Section at 401 Oberlin Road, Suite 150, Raleigh, NC 27605 at no cost.
(b) The provisions of this Section do not apply to compost facilities that compost sludge with municipal solid waste functioning only as a bulking agent.
(c) Solid Waste Compost Facilities that have been permitted prior to the effective date of this Rule shall meet the requirements of this Section within one year of the effective date of this Rule, or, within two years if more than one hundred thousand dollars ($100,000) of capital investment is necessary to comply with changes.
(d) Solid waste compost produced outside the State of North Carolina and imported into the state shall comply with the requirements specified in Rule .1407 of this Section.
(e) Compost that is disposed shall not count toward waste reduction goals.
(f) Solid waste compost facilities shall be classified based on the types and amounts of materials to be composted.
(2) Type 2 facilities may receive pre-consumer meat-free food processing waste, vegetative agricultural waste, source separated paper or other source separated specialty wastes, which are low in pathogens and physical contaminants. Waste acceptable for a Type 1 facility may be composted at a Type 2 facility.
(3) Type 3 facilities may receive manures and other agricultural waste, meat, post consumer-source separated food wastes and other source separated speciality wastes or any combination thereof that are relatively low in physical contaminants, but may have high levels of pathogens. Waste acceptable for a Type 1 or 2 facility may be composted at a Type 3 facility.
(4) Type 4 facilities may receive mixed municipal solid waste, post collection separated or processed waste, industrial solid waste, non solid waste sludges functioning as a nutrient source or other similar compostable organic wastes or any combination thereof. Waste acceptable for a Type 1, 2 or 3 facility may be composted at a Type 4 facility.
(5) The listed waste types in Subparagraph (f)(2) of this Rule shall be considered to be low in pathogens and physical contaminants if handled so as to prevent development of contaminants or exposure to physical contamination. The listed waste types in Subparagraph (f)(3) of this Rule are likely to have high pathogens and low physical contamination. In determining whether a specific waste stream is acceptable for composting in a Type 2 or Type 3 facility, the Division shall consider the method of handling the waste prior to delivery to the facility as well as the physical characteristics of the waste. Testing for pathogens and physical contaminants may be required where a determination cannot be made based upon prior knowledge of the waste. Test methods shall be in accord with Appendices A and B to Table 3.
(6) Small facilities are those that receive less than 1000 cubic yards of material for composting per quarter, and occupy less than two acres of land, except that a Small Type 1 facility shall process or store less than 6,000 cubic yards of material per quarter.
(7) Large facilities are those that receive 1000 cubic yards or more of material for composting per quarter or occupy two acres or more of land, except that a Large Type 1 facility shall process or store more than 6,000 cubic yards of material per quarter.
(2) Farming operations and silvicultural operations where the compost is produced from materials grown on the owner's land and re-used on the owner's land or in his associated farming operations and not offered to the public.
(3) Small Type 1 Facilities meeting the following conditions:
(ii) Name, address and phone number of owner and operator;
(iii) Type and amount of wastes received;
(iv) Composting process to be used; and
(v) Intended distribution of the finished product.
(C) Facility operates in accordance with all other state or local laws, ordinances, rules, regulations or orders.
.1403 GENERAL PROHIBITIONS FOR SOLID WASTE COMPOST FACILITIES
(a) Neither hazardous waste nor asbestos containing waste shall be accepted at a facility or processed into compost.
(b) Household hazardous waste shall not be accepted by a facility, except in an area designated by facility site plans for storage, and shall not be processed into compost.
(c) Any compost made from solid waste
which cannot be used pursuant to the requirements of this Rule shall be
reprocessed or disposed of pursuant to requirements of 15A NCAC 13B.
History Note: Authority G.S. 130A-294;
130A-309.03; 130A-309.11; 130A-309.29; Eff. December 1, 1991; Amended Eff.
May 1, 1996.
.1404 SITING/DESIGN REQUIREMENTS FOR SOLID WASTE COMPOST FACILITIES
(a) A site shall meet the following requirements at the time of initial permitting and shall continue to meet these requirements throughout the life of the permit only on the property owned or controlled by the applicant or by the landowner(s) at the time of permitting:
(2) A 100-foot minimum buffer is required between all property lines and compost areas for Type 3 and 4 facilities, 50-foot for Type 1 or 2 facilities;
(3) A 500-foot minimum buffer is required between compost areas and residences or dwellings not owned and occupied by the permittee, except that Type 1 and Small Type 2 and 3 facilities shall have a 200-foot minimum buffer;
(4) A 100-foot minimum buffer is required between all wells and compost areas, except monitoring wells;
(5) A 50-foot minimum buffer is required between perennial streams/rivers and compost areas;
(6) A compost facility shall be located in accordance with 15A NCAC 2B .0200, Classification and Water Quality Standards Applicable to Surface Waters in North Carolina;
(7) All portions of any compost facility located over a closed-out disposal area shall be designed with a pad adequate to protect the disposal area cap from being disturbed, as defined in Part (a)(10)(E) of this Rule, and there shall be no runoff from the pad onto the cap or side slopes of the closed out area;
(8) A 25-foot minimum distance is required between compost areas and swales or berms to allow for adequate access of fire fighting equipment;
(9) A site shall meet the following surface water requirements:
B) A site shall not cause a discharge of pollutants into waters of the state that is in violation of the requirements of the National Pollutant Discharge Elimination System (NPDES), under Section 402 of the Clean Water Act; and
(C) A site shall not cause non-point source pollution of waters of the state that violates assigned water quality standards;
(B) Portions of a site used for waste receipt and storage, active composting, and curing shall have a soil texture finer than loamy sand and the depth to the seasonal high water table shall be maintained at least 12 inches for a Type 1 or 2 facility and 24 inches for a Type 3 facility, unless a pad is provided;
(C) A pad shall be provided for portions of a Type 4 facility used for waste receiving and storage, active composting, and curing;
(D) A pad is not required for storage of finished product that is dried so as to pass the Paint Filter Liquids Test (EPA Method 9095), and for which the storage area is prepared in such a manner that water does not collect around the base of the stored material, and where the depth to the seasonal high watertable is maintained at least 12 inches; and
(E) The linear coefficient of permeability of pads required in accordance with this Rule shall not be greater than 1 x 10(-7) centimeters per second. If natural soils are used, the liner must be at least 18 inches thick.
(c) A site shall meet the following design requirements:
(2) A site shall meet the requirements of the Sedimentation Pollution Control Law (15A NCAC 4);
(3) A site shall meet the requirements of the Air Pollution Control Requirements (15A NCAC 2D) to minimize fugitive emissions and odors; and
(4) A site shall be designed to minimize
odors at the property boundary.
.1405 APPLICATION REQUIREMENTS FOR SOLID WASTE COMPOST FACILITIES
(a) The following information is required for an application for a permit to construct and operate a proposed Type 1, or a Small Type 2 or 3 solid waste compost facility; unless the permitting requirements are exempted by Paragraph (g) of Rule .1402 of this Section:
(B) Location of all homes, wells, industrial buildings, public or private utilities, roads, watercourses, dry runs, and other applicable information regarding the general topography within 500 feet of the proposed facility; and
(C) Land use zoning of the proposed site.
(3) An explanation of how the site complies with siting and design standards in Rule .1404 of this Section.
(4) A detailed report indicating the following:
(B) For facilities that utilize natural soils as a pad, a soil evaluation of the site conducted by a soil scientist down to a depth of four feet, or to bedrock or evidence of a seasonal high watertable, to evaluate all chemical and physical soil properties and depth of the seasonal high water table.
(B) Location and elevations of dikes, trenches, and other water control devices and structures for the diversion and controlled removal of surface water;
(C) Designated setbacks and property lines;
(D) Proposed utilities and structures; and
(E) Areas for unloading, processing, active composting, curing, and storing of material.
(B) List of personnel required and the responsibilities of each position;
(C) Operation plan for the facility;
(D) Special precautions or procedures for operating during wind, heavy rain, snow, freezing or other adverse conditions;
(E) A description of actions to be taken to minimize noise, vectors, air borne particulates, and odors; and
(F) A description of the ultimate use for the finished compost, method for removal from the site, and a contingency plan for disposal or alternative usage of residues or finished compost that cannot be used in the expected manner due to poor quality or change in market conditions.
(B) A process flow diagram of the entire facility, including the type, size, and location of all major equipment, and feedstock flow streams. The flow streams shall indicate the quantity of materials on a wet weight and volumetric basis;
(C) The means for measuring, shredding, mixing, and proportioning input materials;
(D) Anticipated process duration, including receiving, preparation, composting, curing, and distribution;
(E) A description of the location of all temperature, air and any other type of monitoring points, and the frequency of monitoring;
(F) A description of how the temperature control and monitoring equipment will demonstrate that the facility meets the requirements in Rule .1406 Items (10), (11), or (12) of this Section, as appropriate for the feedstock;
(G) The method of aeration provided and the capacity of aeration equipment; and
(H) A description of the method to control surface water run-on and run-off; and the method to control, collect, treat, and dispose of leachate generated.
(9) Plans and specifications for the facility, including manufacturer's performance data for all equipment selected.
(10) A detailed operation and maintenance manual outlining:
(B) Contingency plans detailing corrective or remedial action to be taken in the event of equipment breakdown; non-conforming waste delivered to the facility; spills, and undesirable conditions such as fires, vectors and odors; and
(C) An explanation of how the facility will comply with operational requirements as outlined in Rule .1406 of this Section, detailed operational information and instruction, an outline of reports to be submitted in compliance with this Section, and safety instructions.
(B) Location of all homes, wells, industrial buildings, public or private utilities and roads, watercourses, dry runs, and other applicable information regarding the general topography within one-fourth mile; and
(C) Land use and zoning of the proposed site.
(3) An explanation of how the site complies with siting and design standards in Rule .1404 of this Section.
(4) A detailed report indicating the following:
(B) For facilities which utilize natural soils as a pad, a soil evaluation of the site conducted by a soil scientist down to a depth of four feet or to bedrock or evidence of a seasonal high water table, to evaluate all chemical and physical soil properties and depth of the seasonal high water table.
(B) Location and elevations of dikes, trenches, and other water control devices and structures for the diversion and controlled removal of surface water;
(C) Designated setbacks, buffer zones and property lines;
(D) Proposed utilities and structures;
(E) Access roads, details on traffic patterns;
(F) Areas for unloading, processing, active composting, curing, and storage of material;
(G) Areas for unloading, processing, and storing recyclables, household hazardous waste, and other materials, where applicable;
(H) Proposed surface and groundwater monitoring locations;
(I) Flood plains and wetlands; and
(J) Benchmarks.
(B) Operation plan for the facility;
(C) List of personnel required and the responsibilities of each position;
(D) A schedule for operation, including days and hours that the facility will be open, preparations before opening, and procedures to be followed after closing for the day;
(E) For mixed waste processing facilities, a plan for removing and disposal of household hazardous waste from the waste stream;
(F) Special precautions or procedures for operating during wind, heavy rain, snow, freezing or other adverse conditions;
(G) A description of actions to be taken to minimize noise, vectors, air borne particulates, and odors; and
(H) A description of the ultimate use for the finished compost, method for removal from the site, and a contingency plan for disposal or alternative usage of residues or finished compost that cannot be used in the expected manner due to poor quality or change in market conditions.
(B) A process flow diagram of the entire facility, including the type, size, and location of all major equipment, and feed stock flow streams. The flow streams shall indicate the quantity of material on a wet weight and volumetric basis;
(C) A description and sizing of the storage facilities for amendment, bulking agent, solid waste, recyclables, household hazardous waste and finished compost;
(D) The means for measuring, shredding, mixing, and proportioning input materials;
(E) Anticipated process duration, including receiving, preparation, composting, curing, and distribution;
(F) The separation, processing, storage, and ultimate disposal of non-compostable materials, if applicable;
(G) A description of the location of all temperature, air and any other type of monitoring points, and the frequency of monitoring;
(H) A description of how the temperature control and monitoring equipment will demonstrate that the facility meets the requirements in Rule .1406 Items (10), (11), or (12) of this Section, as appropriate for the feedstock;
(I) The method of aeration, including turning frequency or mechanical aeration equipment and aeration capacity;
(J) A description of the air emission and control technologies;
(K) A description of the method to control surface water run-off; and the method to control, collect, treat, and dispose of leachate generated; and
(L) A description of any recycling or other material handling processes used at the facility.
(9) Engineering plans and specifications for the facility, including manufacturer's performance data for all equipment selected.
(2) A detailed operation and maintenance manual. The manual must contain general design information, a discussion of compliance with operational requirements as outlined in Rule .1406 of this Section, detailed operational information and instruction, equipment maintenance, list of personnel, required personnel training, outline of reports to be submitted in compliance with this Section, and safety instructions;
(3) A quality assurance plan for the process and final product which lists the procedures used in inspecting incoming materials; monitoring, sampling and analyzing the compost process and final product, testing schedule, and record keeping requirements;
(4) A fact sheet and process flow diagram that summarizes actual equipment sizing, aeration capacity, detention times, storage capacity, and flow rates (wet weight and volumetric) for the system and equipment chosen;
(5) As-built drawings;
(6) A copy of all applicable local, state, and federal permits and approvals necessary for the proper operation of the facility; and
(7) Product marketing and distribution plan.
History Note: Authority G.S. 130A-294;
130A-309.03; 130A-309.11; 130A-309.29; Eff. December 1, 1991; Amended Eff.
May 1, 1996.
.1406 OPERATIONAL REQUIREMENTS FOR SOLID WASTE COMPOST FACILITIES
Any person who maintains or operates a solid waste compost facility shall maintain and operate the site to conform with the following practices:
(1) Plan and Permit Requirements:
(B) A copy of the permit, plans, and operational reports shall be maintained on site at all times.
(3) Surface water shall be diverted from the operational, compost curing, and storage areas.
(4) Leachate shall be contained on site treated to meet the standards of the off-site disposal method.
(B) An operator shall be on duty at the site at all times while the facility is open for public use to ensure compliance with operational requirements and access to such facilities shall be controlled.
(C) The access road to the site shall be of all-weather construction and maintained in good condition.
(7) Safety Requirements:
(B) Equipment shall be provided to control accidental fires and arrangements made with the local fire protection agency to immediately provide fire-fighting services when needed.
(C) Personnel training shall be provided to insure that all employees are trained in site specific safety, remedial, and corrective action procedures.
(B) Traffic signs/markers shall be provided as necessary to promote an orderly traffic pattern to and from the discharge area and to maintain efficient operating conditions.
(C) Signs shall be posted stating that no hazardous waste, asbestos containing waste, or medical waste can be received at the site.
(A) Specified monitoring and reporting requirements shall be met.
(11) Types 2, 3 and 4 facilities shall maintain the compost process at a temperature above 40 degrees Celsius (104 degrees F) for 14 days or longer and the average temperature for that time shall be higher than 45 degrees Celsius (113 degrees F) or, Types 2, 3 and 4 facilities shall meet the vector attraction reduction requirements in 40 CFR 503.33(b)(4) or (7). Requirements of 40 CFR 503.33(b)(4) and (7) are hereby incorporated by reference, including any subsequent amendments or additions.
(12) The composting process shall qualify as a process to further reduce pathogens for all Type 3 and Type 4 facilities. The following are acceptable methods:
(B) The static aerated pile composting method, in which the following requirements apply: Aerobic conditions shall be maintained during the compost process. The temperature of the compost pile shall be maintained at 131 degrees F (55 degrees Celsius) or greater for at least three days.
(C) The within-vessel composting method, in which the temperature in the compost piles shall be maintained at a minimal temperature of 131 degrees F (55 degrees Celsius) for at least three days.
(14) Miscellaneous Requirements:
(B) The quality of the final product shall determine the allowable uses as outlined in Rule .1407 of this Section.
(C) The final product shall be approved by the Solid Waste Section as outlined in Rule .1407 Subparagraph (6)(b) of this Section.
(ii) The amount of compost stored
at the facility shall not exceed the designed storage capacity.
.1407 CLASSIFICATION/DISTRIBUTION OF SOLID WASTE COMPOST PRODUCTS
(a) Compost shall not be applied to
the land or sold or given away if the concentration of any metal exceeds
the concentration in 40 CFR 503.13(b)(3) [See Table 1 below], unless the
concentration of all metals are less than the values in 40 CFR 503.13(b)(1)
and records are maintained to show compliance with the cumulative and annual
metal levels in 40 CFR 503.13(b)(2) and (4).
Table 1
|
|
mg per kg |
| Arsenic
Cadmium Copper Lead Mercury Nickel Selenium Zinc |
41
39 1500 300 17 420 36 2800 |
(b) Solid waste compost shall be classified
based on Table 2:
Table 2
|
|
|
|
|
|
B |
>6 |
NA |
40 CFR 503.13(b)(1) |
(c) Man made inerts shall not exceed 1 inch in size.
(d) Distribution of the defined grades shall be as follows:
(2) Grade B compost shall be restricted to distribution for land and mine reclamation, silviculture, and agriculture (on non-food chain crops) projects; and
(3) Compost or mulch that is produced at a Type 1 facility and that contains minimal pathogenic organisms, is free from offensive odor, and contains no sharp particles that would cause injury to persons handling the compost, shall have unrestricted applications and distributions if directions are provided with the compost product.
(f) The applicant is responsible for meeting any applicable requirements of the North Carolina Department of Agriculture, Fertilizer Section concerning the distribution of this product.
(g) If the owner intends to distribute the product, the owner shall provide instructions to the user on any restrictions on use and recommended safe uses and application rates. The following information shall be provided on a label or an information sheet and a copy of the label or information sheet shall be submitted to the Solid Waste Section:
(2) Recommended uses;
(3) Application rates;
(4) Restrictions on usage; and
(5) Total N (for products containing
sludge).
.1408 METHODS FOR TESTING AND REPORTING REQUIREMENTS
(a) The compost product from Type 2, 3, and 4 facilities shall be sampled and analyzed as follows:
| Parameter | Unit | Facility | Test Method |
| Foreign Matter | % | all | see Subparagraph (d) of this Rule |
| Arsenic | mg/kg dry wt. | Type 4 | See Appendix A |
| Cadmium | mg/kg dry wt. | all | |
| Chromium | mg/kg dry wt. | Type 4 | |
| Copper | mg/kg dry wt. | all | |
| Lead | mg/kg dry wt. | all | |
| Mercury | mg/kg dry wt. | Type 4 | |
| Nickel | mg/kg dry wt. | all | |
| Selenium | mg/kg dry wt. | Type 4 | |
| Zinc | mg/kg dry wt. | all | |
| Pathogens | See Appendix B | all | See Appendix B |
| Total N | % | see * | Kjeldahl |
* Total N required for products containing sludge subject to 40 CFR 503.
The parameters listed in Table 3 of this Rule may also be determined by methods accepted by the North Carolina Department of Agriculture.
(3) Compost containing sewage sludge shall be tested in accordance with 40 CFR 503, Subpart B.
(4) The Division may decrease or increase the parameters to be analyzed or the frequency of analysis based upon monitoring data, changes in the waste stream or processing, or information regarding the potential for presence of toxic substances that are not on the list of monitoring parameters.
(5) Foreign matter content shall be determined by passing a dried, weighed sample of the compost product through a one-quarter inch screen. EPA Method 160.3 shall be used to dry the sample. The material remaining on the screen shall be visually inspected, and the foreign matter that can be clearly identified shall be separated and weighed. The weight of the separated foreign matter divided by the weight of the total sample shall be determined and multiplied by 100. This shall be the percent dry weight of the foreign matter content.
(2) Analytical results on compost testing;
(3) The quantity, type and source of waste received;
(4) The quantity and type of waste processed into compost;
(5) The quantity and type of compost produced by product classification; and
(6) The quantity and type of compost removed for use or disposal, by product classification, and the market or permitted disposal facility.
(2) The total quantity in tons, with sludge values expressed in dry weight, and type of waste received at the facility during the year covered by the report, including tons of waste received from local governments of origin;
(3) The total quantity in tons, with sludge values expressed in dry weight, and type of waste processed into compost during the year covered by the report;
(4) The total quantity in tons and type of compost produced at the facility, by product classification, during the year covered by the report;
(5) The total quantity in tons and type of compost removed for use or disposal from the facility, by product classification, along with a general description of the market if for use during the year covered by the report;
(6) Monthly temperature monitoring to support Rule .1406 of this Section; and
(7) Results of tests required in Table 3 of this Rule.
History Note: Authority G.S. 130A-294;
130A-309.03; 130A-309.11; 130A-309.29; Eff. December 1, 1991; Amended Eff.
June 1, 1996.
.1409 APPROVAL OF ALTERNATIVE PROCEDURES AND REQUIREMENTS
(a) An owner or operator of a composting facility, subject to the provisions of this Rule, may request in writing the approval of an alternative procedure for the facility or the compost that is produced. The following information shall be submitted to the Solid Waste Section:
(2) The specific provisions of this Section for which the exception is requested;
(3) The basis for the exception;
(4) The alternate procedure or requirement for which the approval is sought and a demonstration that the alternate procedure or requirement provides equivalent protection of the public health and the environment; and
(5) A demonstration of the effectiveness of the proposed alternate procedure.
(2) The specific primary waste stream for which the project is to be evaluated;
(3) The specific time frame for the project;
(4) The estimated amount of each type of waste or bulking material to be composted;
(5) The basis for running the pilot or demonstration project;
(6) A description of all testing procedures to be used;
(7) A description of the process to be used, including the method of composting and details of the method of aeration;
(8) The expected final usage or disposal of the final product; and
(9) An outline of the final report to be submitted to the Solid Waste Section upon completion of the project.
(d) Permits shall not be required for primary and secondary school educational projects that take place on the school grounds and that receive less than one cubic yard of material per week.
History Note: Authority G.S. 130A-294; 130A-309.03; 130A-309.11; 130A-309.29; Eff. December 1, 1991; Eff. April 18, 1996; Amended Eff. June 1, 1996.