manual of design and operation sanitary landfill

Rules of

Department of Natural Resources Division 80\u2014Solid Waste Management Chapter 3\u2014Sanitary Landfill

Title

Page

10 CSR 80-3.010

Design and Operation .......................................................................... 3

10 CSR 80-3.011

Design and Operation ........................................................................ 19

10 CSR 80-3.020

Emergency Landfill Extensions ............................................................. 19

Rebecca McDowell Cook Secretary of State

(7/31/98)

CODE OF STATE REGULATIONS

1

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Chapter 3\u2014Sanitary Landfill

10 CSR 80-3

Title 10\u2014DEPARTMENT OF frame negotiated with the department, are 1. Regulated quantities of hazardous Chapter 3\u2014Sanitary Landfill

waste; subject to all the requirements of this rule. 2. Radioactive materials as follows: (C) Sanitary landfills not in compliance A. The tailings or wastes produced by

10 CSR 80-3.010 Design and Operation

(2) Solid Waste Accepted. PURPOSE: This rule pertains to the design (A) Requirement. Only the following solid and operation of a sanitary landfill.

B. Any radioactively-contaminated

Editor\u2019s Note: The secretary of state has

C. Any byproduct, source or special D. Radioactive material used in or

(B) Satisfactory Compliance\u2014Design. The E. Naturally Occurring Radioactive

(1) General Provisions. (A) This rule is intended to provide for

(C) Satisfactory Compliance\u2014Operations. 1. Certain bulky solid wastes, such as F. Any accelerator-produced radioisoG. Smoke detectors, electron tubes,

H. \u201cLow-level radioactive waste\u201d a 2. Dead animals shall be placed on the

3. The disposal of special wastes which

4. For the disposal of special wastes not I. Any greater-than-class-C radioactive waste; ed biphenyls (PCBs);









10 CSR 80-3\u2014NATURAL RESOURCES

Division 80\u2014Solid Waste Managemen

(I) The presumption that a practica12. Yard waste; and departmental approval to recirculate leachate 13. Infectious waste as provided by 10 or gas condensate. CSR 80-7.010. 4. Containers holding liquid waste may (B) Satisfactory Compliance\u2014Design. not be placed in a sanitary landfill unless\u2014 1. In consultation with the department, (II) The construction and operation A. The container is a small container of the sanitary landfill will not (a) Cause or contribute to violaB. The waste is household waste. \u2014

(4) Site Selection. (A) Requirement. Site selection and uti-

(b) Violate any applicable toxic (c) Jeopardize the continued

2. The plans shall specify the operating (d) Violate any requirement A. At a minimum, random inspec-

(III) The sanitary landfill will not

(B) Satisfactory Compliance\u2014Design. B. Records of any inspections; 1. Airport safety. C. Training of facility personnel to A. Owners/operators of sanitary landrecognize unacceptable wastes; and D. Immediate notification of the

(C) Satisfactory Compliance\u2014Operations. 1. A sign with the following wording

(a) Erosion, stability and migra(b) Erosion, stability and migra-

(c) The volume and chemical nature of the waste disposed of in the landfill; (d) Impacts on fish, wildlife and

B. Owners/operators proposing to site

(e) The potential effects of con(f) Any additional factors, as

2. The operating procedures for screen-

3. Bulk or noncontainerized liquid waste

2. Owners/operators of sanitary land-

(IV) Steps have been taken to









Chapter 3—Sanitary Landfill

Engineers permit for construction in a wet-

10 CSR 80-3

springs, lakes, rock outcroppings, caves,

continuous geologic unit must be determined.

(IV) Area extent and depth. The

4. Sanitary landfills permitted after C. A description of the projected use

8. If the base of the landfill liner will be

(I) Structures. It is not recommend-

(C) Satisfactory Compliance—Operations. 1. The sanitary landfill shall be accessi-

5. Sanitary landfills permitted after 2. The sanitary landfill shall not be

(II) Other uses. Appropriate

6. Owners/operators of sanitary land-

(5) Design. (A) Requirement. Plans, addendums, as-

D. An evaluation of the characteristics

(I) Texture. Sieve and hydrometer

A. On-site or local rock or soil condi1906, prepared by the United States Army B. On-site or local geologic or geomorphologic features; and Corps of Engineers; C. On-site or local human-made fea(II) Plasticity. The liquid limit, tures or events (both surface and subsurface). 7. Plans shall include: A. A map showing initial and pro-

(B) Satisfactory Compliance—Design. 1. Plans submitted as part of an applica-

2. The plan shall include an operating 3. Owners/operators of sanitary landfills









10 CSR 80-3—NATURAL RESOURCES

Division 80—Solid Waste Management

B. Engineering plans and specifica-inspections, field testing, laboratory testing,

4. Plans shall include stability analyses for all stages of landfill construction. A. Settlement and bearing capacity

A. Leachate collection system.

B. A detailed procedure for the C. Continuous visual classification of

B. Liner. The liner specified by sec-

2. All qa/qc reports shall be reviewed (I) Evidence that the liner materiand approved by a professional engineer. (C) Satisfactory Compliance—Operations. 1. At a minimum qa/qc testing shall techniques are resulting in the minimum C. Leachate collection pipe material include: A. Testing of each lift of the soil component of the final cover and landfill liner for (III) Evidence that the liner conB. Stability analysis shall be per-

D. Waste mass stability analysis shall

E. Stability analysis shall be per-

B. Laboratory hydraulic conductivity

(IV) Oversight of the liner con-

C. Continuous visual classification of

D. Measuring the elevations of the (7) Survey Control. (A) Requirement. Benchmarks, horizontal

(C) Satisfactory Compliance—Operations. 1. Construction and operation of the

2. The operating manual describing the

(I)

Landfill liner. Measuring the

(II) Final cover. Measuring the elevations of the top and bottom of— (a) The compacted clay layer (B) Satisfactory Compliance—Design. supporting the geomembrane liner; and 3. Phase development drawings shall be 1. Boundary survey. A survey of the (b) The soil layer supporting included with the application. vegetative growth; (6) Quality Assurance/Quality Control E. Nondestructive testing of all seams (qa/qc). (A) Requirement. The construction, opera2. Vertical control. The land surveyor F. Random destructive testing of the










stations shall form a triangle whose sides

10 CSR 80-3

the lowest cell and the predicted maximum (B) Satisfactory Compliance—Design. The water table elevation; D. Potential interrelationship of the

4. The land surveyor shall establish E. Proposed location and design of 5. Construction stakes. Stakes marking

F. Provisions for surface water runoff

(C) Satisfactory Compliance—Operations. 1. All boundary markers, benchmarks,

(I) The area of the watershed which

2. Missing or displaced benchmarks or

(II) On-site drainage structures and

1. Minimum design criteria for leachate A. Ponds and/or tanks of sufficient

B. Construction material chemically 3. Missing or displaced construction

(III) On-site drainage structures and C. Construction materials of suffi-

4. The permanent monuments designat-

(IV) On-site drainage and channels D. Design and operate systems to

5. Construction stakes marking the

(V) Contingency plans for on-site E. Design (C) Satisfactory Compliance—Operations. 1. Surface water courses and runoff

(8) Water Quality. (A) Requirement. The location, design,

and

operate systems to

F. Design and operate systems so that

2. Leachate management by recircula-

3. Any leachate collection system open 2. The quantity of water coming in con(B) Satisfactory Compliance—Design.












1. The leachate collection systems spec-


A. Be classified under the Unified

3. A final report shall be submitted to

B. Allow more than thirty percent A. The report must be approved by

C. Have a liquid limit equal to or 2. Leachate generated by the sanitary D. Have a plasticity index equal to or E. Have a coefficient of permeability

B. The report shall serve as guidance 4. The requirement for a test pad may be waived provided— A. The applicant can demonstrate to

(10) Liner System. (A) Requirement. A liner shall be placed (B) Satisfactory Compliance—Design. A B. The soils proposed for liner conbe installed in direct and uniform contact

1. An upper component that shall con-

2. A lower component that shall consist

4. All solid waste disposal areas shall (C) Satisfactory Compliance—Operations. 1. A test pad shall be constructed at the

(I) Have a plasticity index greater (II) Allow more than fifty percent (III) Have less than ten percent 5. The liner specified by subsection

than 1 × 10-7 cm/sec. A compacted soil linA. Construction and qc procedures to(11) Groundwater Monitoring. (A) Requirements. The owner/operator of










2. The owner/operator of a sanitary

10 CSR 80-3

ing seasonal and temporal fluctuations in groundwater flow; and (II) Saturated and unsaturated geo-

A. A water balance of precipitation, evapotranspiration, runoff and infiltration; B. At a minimum, the following characteristics: (I) Geologic materials; (II) Description of soil and bedrock

B. Each groundwater monitoring pro-

C. The sampling procedures and fre-

B. The design and installation of

D. Groundwater elevations shall be

(III) Groundwater elevation; (IV) Proposed separation between C. All groundwater monitoring wells

(V) Proximity of the sanitary landfill to water supply wells or surface water; (VI) Rate and direction of groundwater flow; and (VII) Current and projected use of 3. A groundwater monitoring system

D. The design, installation, develop-

2. Sampling and reporting. A. Each groundwater monitoring pro-

3. Baseline/background monitoring. A. The owner/operator shall establish

A. Monitoring wells (at least one (1)

(I) Representative of background B. The number of samples collected (II) Not affected by the sanitary landfill; and B. Monitoring wells (at least three ment;

(I) Monitoring well maintenance; (II) Monitoring well redevelop(III) Monitoring well depth mea-










Total Dissolved Solids (TDS, (mg/l)); and All parameters listed in Appendix 1 of this rule. Additionally, the water level in each well C. The sample results, and any results


E. A prediction interval procedure in associated parameter values shall be protec-

F. A tolerance interval procedure in (IV) If a confidence interval, toler-

D. In the case of all detection moni-

G. A multicomparison procedure uti-

H. A control chart approach, meeting

I. A different statistical test method

E.

(V) The statistical method shall

The electronic submission of J. Any statistical method chosen

5. The owner/operator shall specify in (I) The statistical method used to (VI) If necessary, the statistical A. A parametric analysis of variance

6. Response to statistical analysis. A. If the comparison for the upgradi-










10 CSR 80-3

identified in part (11)(C)6.E.(I) of this rule, dard as established under subparagraph the owner/operator cannot make this demon(11)(C)6.E., the owner/operator shall— the background concentration; or (IV) A level established by the (I) Provide the department with a (II) Characterize the nature and

of wells;

(I) The number, location and depth (II) Sampling and analytical meth-

F. After obtaining the results from the

(III) Evaluation procedures, includfy the department and place a notice in the (IV) The rate and extent of migra-

(II) Within ninety (90) days, and on

taminant plume in the groundwater. D. Within ninety (90) days of begin-

(III) Continue assessment monitor-

J. The results of implementation of

(12) Corrective Action. (A) Assessment of Corrective Measures. 1. Within ninety (90) days of finding that (III) Establish background concen(IV) Establish groundwater protecG. If the concentrations of all con-










D. The institutional requirements

excavation, transportation and redisposal or containment; (V) Time until full protection is achieved; (VI) Potential for exposure of 4. The owner/operator shall discuss the

(B) Selection of Remedy. 1. Based on the results of the corrective


C. Availability of treatment or disposD. Desirability of utilizing technolo-

E. Potential risks to human health and (VII) Long-term reliability of the engineering and institutional controls; and F. Resource value of any affected (VIII) Potential need for replaceaquifer including: ment of the remedy; (I) Current and future uses; B. The effectiveness of the remedy in (II) Proximity and withdrawal rate of users; (III) Groundwater quantity and quality; (I) The extent to which contain(IV) The potential damage to

(II) The extent to which treatment technologies may be used; (V) The hydrogeologic characteris2. Remedies shall— C. The ease or difficulty of impleA. Be protective of the public health tic of the facility and surrounding land; and the environment; (VI) Groundwater removal and B. Attain the groundwater protection treatment costs; and (VII) The cost and availability of (I) Degree of difficulty associated alternative water supplies; with constructing the remedy technology; C. Control the source(s) of releases so G. Practicable capability of the own(II) Expected operational reliability er/operator; and of the proposed technologies; H. Other relevant factors. (III) Need to coordinate with and 5. The department may determine that D. Comply with standards for man-

(IV) Availability of necessary equipment and specialists; and (V) Available capacity and location

3. In proposing a remedy that meets the

A. The groundwater is additionally D. The degree to which community












shall not affect the authority of the state to

10 CSR 80-3

(VII) Other situations that may

tions of all constituents listed in Appendix II

2. The department may determine,

(C) Implementation of the Corrective Action Program. 1. Based on the schedule established

A. Establish and implement a correc(I) At a minimum, meets the

(II) Indicates the effectiveness of the corrective action remedy; and (III) Demonstrates compliance with

3. If the department determines that

A. Obtain the certification of a quali-

(I) Extent and concentration of the release(s); (II) Behavioral characteristics of the hazardous constituents in the groundwater; (III) Accuracy of monitoring or

(IV) Characteristics of the groundwater; and C. All actions required to complete the remedy have been completed. 6. Upon completion of the remedy, the B. Implement alternative measures to










obtained from the local pollution control


show that the potential for gas migration forismethane in the soil at the property boundary of the sanitary landfill. low. 3. For purposes of this section, lower 2. Plans shall assess the need for gas

A. The gas control system shall be 4. Owners/operators of all sanitary land(14) Gas Control. (A) Requirement. Decomposition gases B. The gas control system shall be

(B) Satisfactory Compliance—Design. 1. Plans shall contain a monitoring proA. The monitoring program must C. Maintenance and repair options (I) Soil conditions; (II) The hydrogeologic and topo(III) The location of facility struc-

5. If methane gas levels exceeding the D. All applicable permits and A. Notify the department and imme-










10 CSR 80-3

(I) Prevent methane accumulation 4. Salvage operations shall be conducted in on-site and off-site buildings; (II) Reduce methane concentrations

1. Cover shall be applied by the end of

(III) Reduce methane concentrations off-site to below compliance levels; (17) Cover. D. Landfill gas corrective action (A) Requirement. Cover shall be applied to

E. The department may establish

(B) Satisfactory Compliance—Design. The

6. The sanitary landfill shall operate in

(15) Vectors. (A) Requirements. Conditions shall be (B) Satisfactory Compliance—Design.

2. Cover shall be increased to a total

1. Cover sources, quantities and soil shall exceed thirty-three and one-third percent (33 1/3%). 4. As each phase of the sanitary landfill 2. The capability of the cover to perform











Information on recording and monitoring 7. Surface grades and side slopes shall safety of personnel and others associated with and affected by the operation. (B) Satisfactory Compliance—Design. (C) Satisfactory Compliance—Operations. 1. Provisions shall be included in the 8. Vegetation shall be established within 1. Records shall be maintained at the 2. Provisions shall be included in the 9. Regrading and recovering shall be

3. The plans shall specify the facilities

A. Major operational problems, complaints or difficulties; 10. Borrow areas shall be reclaimed in B. Gas monitoring results from moni(C) Satisfactory Compliance—Operation. accordance with the approved plans. 1. A fire extinguisher shall be provided 11. The compacted clay portion of the on all solid waste handling equipment. C. Any demonstration, certification, 2. Any fires in wastes being delivered to

(18) Compaction. (A) Requirement. In order to conserve san-

3. Adequate communications equipment 4. Scavenging shall be prohibited at all

(B) Satisfactory Compliance—Design. 1. Arrangements shall be made and indi-

5. Access to the sanitary landfill shall be

D. Vector control efforts; E. Dust and litter control efforts; F. Quantitative measurements of the










10 CSR 80-3

area shall submit a report to the department

(II) Submit evidence to the depart-enue sharing funds may also be expended for such purposes. Appendix I—Constituents for Detection Monitoring

2. Upon closing of the sanitary landfill,

Inorganic Constituents (a) That the property has been Ammonia (NH3 as N, mg/l) permitted as a sanitary landfill; and (b) That use of the land in any

Beryllium (Be, µg/l) Boron (B, µg/l)

A. A survey and plat meeting the

AUTHORITY: section 260.225, RSMo Supp.

(I) The name of the property owner as it appears on the property deed; (II) The detailed description of the property; (III) The general types and location













Dichloroethene gamma-BHC; Lindane 58-89-9 Dichlorodifluoromethane; CFC 12; 75-71-8 Bis(2-chloroethoxy)methane 111-91-1 1,1-Dichloroethane; Ethyldidene trans-1,2-Dichloroethylene; trans-1,2Bis(2-chloroethyl) ether; 111-44-4 chloride 75-34-3 Dichloroethene Dichloroethyl ether 1,2-Dichloroethane; Ethylene 1,2-Dichloropropane; Propylene dichloride Bis(2-chloro-1-methylethyl) ether; 108-60-1 dichloride 107-06-2 cis-1,3-Dichloropropene 2,2'-Dichlorodiisopropyl ether; 1,1-Dichloroethylene; DCIP See Note 3 1,1-Dichloroethene; Vinylidene Bis(2-ethylhexyl) phthalate 117-81-7 chloride 75-35-4 2-Hexanone; Methyl butyl ketone Bromochloromethane; cis-1,2-Dichloroethylene; Chlorobromomethane 74-97-5 cis-1,2-Dichloroethene 156-59-2 Bromodichloromethane; Dibromochloromethane 75-27-4 156-60-5 Bromoform; Tribromomethane 75-25-2 2,4-Dichlorophenol 120-83-2 4-Bromophenylphenyl ether 101-55-3 2,6-Dichlorophenol 87-65-0 Butyl benzyl phthalate; 1,2-Dichloropropane; Benzyl butyl phthalate 85-68-7 Propylene dichloride 78-87-5










10 CSR 80-3

2-Hexanone; Methyl butyl ketone 591-78-6 Propionitrile; Ethyl cyanide 107-12-0 (CAS RN 12674-11-2), Aroclor 1221 (CAS Indeno(1,2,3-cd)pyrene 193-39-5 Pyrene 129-00-0 Isobutyl alcohol 78-83-1 Safrole 94-59-7 Isodrin 465-73-6 Selenium (Total) Isophorone 78-59-1 Silver (Total) Isosafrole 120-58-1 Silvex; 2,4,5-TP 93-72-1 Kepone 143-50-0 Styrene 100-42-5 Lead (Total) Sulfide 18496-25-8 6. Toxaphene: This entry includes congener Mercury (Total) 2,4,5-T; Methacrylonitrile 126-98-7 2,4,5-Trichlorophenoxyacetic acid 93-76-5 Methapyrilene 91-80-5 1,2,4,5-Tetrachlorobenzene 95-94-3 Methoxychlor 72-43-5 1,1,1,2-Tetrachloroethane 630-20-6 Methyl bromide; Bromomethane74-83-9 1,1,2,2-Tetrachloroethane 79-34-5 7. Xylene (total): This entry includes oMethyl chloride; Chloromethane74-87-3 Tetrachloroethylene; Tetra3-Methylcholanthrene 56-49-5 chloroethene; Perchloroethylene 127-18-4 Methyl ethyl ketone; MEK; 2,3,4,6-Tetrachlorophenol 58-90-2

manual of design and operation sanitary landfill

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