reglab/statecodes huggingface dataset:
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 3 - PERMIT APPLICATIONS AND MODIFICATIONS › Section 252:515-3-42 - Permits for transfer stations

Current through Vol. 41, No. 20, July 1, 2024
In addition to the requirements of OAC
					 252:515-3-36,
					 permit applications for transfer stations shall establish a waste exclusion
					 plan (WEP) in accordance with Subchapter 29 of this Chapter.
Added at 27 Ok Reg
					 2149, eff 7-11-10
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-51 - General requirements

Current through Vol. 41, No. 20, July 1, 2024
(a)
Applicability.
The maps and designs identified in this Part shall
				  be submitted with permit applications for:
(1)
				  all new solid waste disposal facilities;
(2) expansions of permit boundaries of
				  existing solid waste disposal facilities;
(3) expansions of waste handling or disposal
				  boundaries of existing solid waste disposal facilities; and
(4) any other modification to an existing
				  permit where the data originally submitted would be made ambiguous, inaccurate,
				  or out of date by the proposed modification.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-52 - General location map

Current through Vol. 41, No. 20, July 1, 2024
The permit application shall include a county highway map
					 published by the Oklahoma Department of Transportation showing the facility
					 location and any airports within six miles of the facility. If the facility is
					 located within a municipality and a municipal map with better information is
					 available, then it may be used.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-53 - Flood plain map

Current through Vol. 41, No. 20, July 1, 2024
The permit application shall include a flood plain map from
					 one of the following sources depicting the limits and elevations of any
					 100-year flood plain on or within one mile of the permit boundary of the
					 proposed facility or expansion area:
(1) Flood Insurance Rate maps published by
				  the Federal Emergency Management Agency, or maps prepared by the U.S. Army
				  Corps of Engineers, Flood Plain Management Services;
(2) Maps of Flood Prone Areas published by
				  the U.S. Geological Survey; or
(3)
				  site specific determinations by the U.S. Army Corps of Engineers at the request
				  of the applicant.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-54 - Quadrangle topographic map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include an original
				  U.S. Geological Survey 7.5 minute series topographic quadrangle map.
(1) If 7.5 minute series maps have not been
				  printed, then 15 minute series may be used.
(2) If the disposal facility is located on
				  the edge of the quadrangle, then adjoining maps shall be provided.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-55 - Existing contour map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include a constructed
				  map showing the topographic contours prior to any operations at the
				  facility.
(b)
Contour
				  intervals.
The contour interval on the map shall not be greater than two
				  feet.
(c)
Required
				  details.
The existing contour map shall show the location and quantities
				  of surface drainage entering and exiting the facility, and the locations of all
				  boreholes with their surface elevations.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-56 - Site map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required
				  map.
The permit application shall include a site map, which may be the
				  existing contour map.
(b)
Required details.
The site map shall show the following, as
				  applicable to the facility:
(1) the
				  dimensions of the permit boundary as indicated by legal description;
(2) the receiving processing, storage or
				  disposal areas;
(3) buffer
				  zones;
(4) the locations and
				  surface elevations of each borehole, monitor well, test well, monitoring site,
				  test pit, sampling site and permanent benchmarks;
(5) the surface and top of casing elevations
				  for each monitoring well or gas probe;
(6) the surface drainage, including location
				  of diversion ditches, dikes, dams, pits, ponds, lagoons, berms, terraces and
				  other relevant information;
(7) the
				  location of fencing and gates, utility lines, pipelines, and
				  easements;
(8) the access roads
				  into and on the site;
(9) employee
				  and equipment shelters; and
(10)
				  on- and off-site soil borrow areas.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 5 - REQUIRED MAPS AND DRAWINGS › Section 252:515-3-57 - Design drawings

Current through Vol. 41, No. 20, July 1, 2024
The permit application shall include, as necessary, design
					 drawings and specifications for:
(1)
				  receiving, processing, storage or disposal areas;
(2) liner construction;
(3) leachate collection systems;
(4) typical well installation;
(5) dike sections;
(6) drainage channels;
(7) groundwater monitoring wells, gas
				  monitoring probes, and piezometers;
(8) retention structures or other groundwater
				  and surface water protection measures; and
(9) any other design drawings or
				  specifications necessary to describe the proposed activities for the
				  facility.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-71 - General requirements

Current through Vol. 41, No. 20, July 1, 2024
(a)
Applicability.
The maps and designs identified in this Part shall
				  be submitted with all permit applications for a new land disposal facility or
				  expansions of the waste disposal boundaries of an existing land disposal
				  facility.
(b)
Map
				  requirements.
Maps submitted to the DEQ pursuant to the requirements of
				  this Part are subject to the general map provisions of OAC
				  252:515-3-51(c) through
				  (f).
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-72 - Groundwater resource and usage map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include a groundwater
				  resource and usage map, made to a scale of 1:6000 (1 inch = 500
				  feet).
(b)
Required
				  details.
The map shall show the following:
(1) the location, total depth and ground
				  water elevation of all known private water wells within a radius of one mile of
				  the proposed site boundary;
(2) the
				  location, total depth and ground water elevation of all public water supply
				  wells within a radius of two miles of the proposed site boundary; and
(3) recharge and discharge areas and the
				  description of ground water quality within a three mile radius of the proposed
				  site boundary.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-73 - Surface geologic map

Current through Vol. 41, No. 20, July 1, 2024
The permit application shall include a site-specific areal
					 geologic map depicting the lithologic units of the ground surface, made to a
					 scale of no smaller than 1:1200 (1 inch = 100 feet).
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-74 - Highest groundwater contour map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include a groundwater
				  contour map developed from the information obtained during the groundwater
				  study required in Part 5 of OAC 252:515-7.
(b)
Required details.
The
				  groundwater contour map shall depict:
(1) the
				  groundwater contours, at two foot intervals, of the highest groundwater
				  elevation ever recorded at each borehole, piezometer or well across the site.
				  The highest elevation shall be based on the groundwater levels recorded during
				  the subsurface investigation or any other record of groundwater elevation
				  measurements; and
(2) the locations
				  of all proposed monitoring wells, boreholes, and piezometers, and the surface
				  elevations of each.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-75 - Potentiometric surface map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include an actual
				  groundwater potentiometric surface map developed from the information obtained
				  during the groundwater study required in Part 5 of OAC 252:515-7.
(b)
Required details.
The
				  potentiometric surface map shall depict:
(1)
				  groundwater elevation contours at two foot intervals as measured in a single
				  time event reflecting the highest average water level elevation across the site
				  during the 12-month monitoring period; and
(2) the locations of all proposed monitoring
				  wells, boreholes, and piezometers, and surface elevations of each.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-76 - Site-specific cross sections

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include two
				  site-specific cross sections constructed from subsurface borehole logs and
				  other site-specific information, such as water well logs, oil and gas well
				  logs, outcrops at or near the site, and geophysical surveys.
(b)
Orientation.
The first cross
				  section shall be oriented parallel to the dip of the underlying strata and the
				  second oriented perpendicular to the dip of the strata. If this is not
				  possible, the cross-sections shall be oriented at 90 degrees from each
				  other.
(c)
Required
				  details.
Each cross section shall include:
(1) the borehole logs and other sources of
				  information displayed relative to mean sea level on the cross
				  section;
(2) the depth, thickness
				  and areal extent of each stratigraphic unit;
(3) lithology of significant formations or
				  strata, and unconsolidated sediment type;
(4) structural features (faults and
				  folds);
(5) stratigraphic contact
				  between formations or strata, and unconsolidated sediments;
(6) zones of hydraulic conductivity greater
				  than 1 x 10-3 cm/sec;
(7) fracture zones;
(8) otentiometric surfaces of all confined
				  and unconfined saturated zones;
(9)
				  location, depth and producing zone of water wells that could be used in the
				  construction of the cross section;
(10) the surface upon which the waste will be
				  placed, i.e., the landfill floor or top of liner;
(11) soils or strata encountered by the
				  boreholes suitable for use as liner material;
(12) intervals and results of both in-situ
				  and laboratory hydraulic conductivity tests;
(13) surface water drainage features, such
				  as: dikes, levees, or trenches;
(14) the existing ground surface and final
				  cover;
(15) gas extraction wells or
				  probes;
(16) monitor wells or
				  piezometers; and
(17) a legend that
				  includes vertical and horizontal scales and a map showing the location of the
				  boreholes and other information used to construct the cross section.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-77 - Fill cross section map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include a fill cross
				  section map.
(b)
Required
				  details.
A grid system shall be established and typical cross sections
				  plotted along the principal axis and along the minor axis.
(1) A cross section locator map shall show
				  the grid system superimposed over the site plan with each cross-section
				  labeled. This drawing may be at any convenient scale and labeled
				  accordingly.
(2) Cross section
				  drawings shall depict the elevation(s) of the top of any dikes or levees, the
				  final cover, wastes, ground surface, the top of liner, the bottom of
				  excavations, the side slopes of trenches and fill areas, groundwater monitor
				  wells, gas wells or vents, and recorded initial and static water
				  levels.
(3) The scale shall be
				  1:600 (1 inch = 50 feet) horizontal and 1:60 (1 inch = 5 feet)
				  vertical.
(4) Soil borings may also
				  be shown on the profile.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-78 - Excavation contour map

Current through Vol. 41, No. 20, July 1, 2024
The permit application shall include an excavation contour
					 map showing:
(1) contours, at two foot
				  intervals, of the bottom of the proposed excavation;
(2) the anticipated progression of the
				  construction; and
(3) the locations
				  and final depth of the boreholes.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-79 - Top of liner contour map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required map.
The permit application shall include a top of liner
				  contour map showing:
(1) contours, at two
				  foot intervals, of the top of the liner; and
(2) the locations of the proposed monitor
				  wells.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 3 - Permit Provisions And Applications › Part 7 - ADDITIONAL MAPS FOR LAND DISPOSAL FACILITIES › Section 252:515-3-80 - Completion map

Current through Vol. 41, No. 20, July 1, 2024
(a)
Required
				  map.
The permit application shall include a completion map showing how
				  the new facility or expansion is expected to look when it is completed,
				  including final contours.
(b)
Required details.
The completion map shall include the permit
				  boundary, disposal boundary, buffer zone, gas and groundwater monitoring well
				  locations, the leachate removal locations, permanent surface drainage
				  structures and aesthetic enhancements.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 5 - Location Restrictions › Part 1 - GENERAL PROVISIONS › Section 252:515-5-1 - Applicability

Current through Vol. 41, No. 20, July 1, 2024
(a)
All solid waste disposal
				  facilities.
All new and active solid waste disposal facilities are
				  subject to the location restrictions of Part 3 of this Subchapter.
(b)
Land disposal facilities.
In
				  addition to the restrictions of Part 3 of this Subchapter, all new and active
				  land disposal facilities are subject to the location restrictions of Part 5 of
				  this Subchapter.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 5 - Location Restrictions › Part 3 - LOCATION RESTRICTIONS FOR ALL SOLID WASTE DISPOSAL FACILITIES › Section 252:515-5-31 - Restrictions on location of permit boundary

Current through Vol. 41, No. 20, July 1, 2024
(a)
Scenic rivers.
(1)
Prohibition.
Except as
				  provided in (2) of this Subsection, no area within the permit boundary of a new
				  solid waste disposal facility, or expansion of the permit boundary of an
				  existing solid waste disposal facility, shall be located within the drainage
				  basin of any river designated under the Oklahoma Scenic Rivers Commission
				  Act.
(2)
Exception.
This restriction may be waived if the Scenic Rivers Commission that manages the
				  affected river, or in the absence of such commission, the Oklahoma Tourism and
				  Recreation Department, provides a statement that the proposed facility is not
				  expected to adversely affect the river or any of the public purposes for which
				  it was designated. Such statement shall be provided to the DEQ.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 5 - Location Restrictions › Part 3 - LOCATION RESTRICTIONS FOR ALL SOLID WASTE DISPOSAL FACILITIES › Section 252:515-5-32 - Restrictions on location of waste management and disposal areas

Current through Vol. 41, No. 20, July 1, 2024
(a)
100-year floodplain.
No
				  waste management or disposal areas of a solid waste disposal facility shall be
				  located within the 100-year floodplain, except as provided for by (1) and (2)
				  of this Subsection.
(1)
Land disposal
				  areas permitted before April 9, 1994.
For areas of land disposal
				  facilities that received waste before April 9, 1994 and are located in the
				  100-year floodplain, the owner/operator must maintain in the operating record a
				  demonstration that the waste disposal area will not:
(A) restrict the flow of the 100-year
				  flood;
(B) reduce the temporary
				  water storage capacity of the floodplain; or
(C) result in the disturbance and/or carrying
				  away of solid waste by water so as to pose a hazard to human health or the
				  environment.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 5 - Location Restrictions › Part 5 - ADDITIONAL LOCATION RESTRICTIONS FOR LAND DISPOSAL FACILITIES › Section 252:515-5-51 - Restrictions on location of permit boundary

Current through Vol. 41, No. 20, July 1, 2024
(a)
Terrace deposits.
(1)
Prohibition.
Except as
				  provided in (2) of this Subsection, no area within the permit boundary of a new
				  land disposal facility, or expansion of the permit boundary of an existing land
				  disposal facility, shall be located within an area designated as alluvium or
				  terrace deposits and their recharge areas, as shown on "Map of Aquifers and
				  Recharge Areas in Oklahoma" compiled by Kenneth S. Johnson, Oklahoma Geological
				  Survey (1991).
(2)
Exception.
Site-specific hydrological and geological data and
				  other information may be submitted to demonstrate clearly and convincingly that
				  the proposed location does not lie in a prohibited area.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 5 - Location Restrictions › Part 5 - ADDITIONAL LOCATION RESTRICTIONS FOR LAND DISPOSAL FACILITIES › Section 252:515-5-52 - Restrictions on location of waste management and disposal areas

Current through Vol. 41, No. 20, July 1, 2024
(a)
Utility/transmission lines.
A minimum horizontal separation of twenty-five feet (25') shall be maintained
				  between all waste management and disposal areas of a land disposal facility and
				  any above-ground or underground pipeline or transmission line. Information on
				  the locations and owners of all such lines and easements shall be provided to
				  the DEQ.
(b)
Fault
				  areas.
(1)
Prohibition.
Except as provided in (2) of this Subsection, no new waste management or
				  disposal areas of a land disposal facility shall be located within 200 feet of
				  a fault that has had displacement in Holocene time.
(2)
Exception.
This restriction
				  may be waived upon successful demonstration that an alternative setback
				  distance will prevent damage to the structural integrity of the disposal cells
				  and will be protective of human health and the environment.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 1 - GENERAL PROVISIONS › Section 252:515-7-1 - Applicability

Current through Vol. 41, No. 20, July 1, 2024
(a)
Land disposal facilities.
A
				  subsurface investigation meeting the requirements of this Subchapter shall be
				  completed prior to submitting a permit application for:
(1) a new land disposal facility;
				  or
(2) an expansion of waste
				  disposal boundaries of an existing land disposal facility.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 1 - GENERAL PROVISIONS › Section 252:515-7-2 - General

Current through Vol. 41, No. 20, July 1, 2024
(a)
Purpose and design.
The
				  subsurface investigation shall:
(1) be
				  performed to determine the location of the uppermost saturated zone(s);
				  and
(2) be designed to protect all
				  saturated zones encountered while drilling.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 1 - GENERAL PROVISIONS › Section 252:515-7-3 - Compliance with OWRB rules

Current through Vol. 41, No. 20, July 1, 2024
All monitoring wells, borings, and/or piezometers shall be
					 constructed and/or plugged in accordance with the applicable requirements of
					 the OWRB at OAC 785:35.
(1)
Flush mounting prohibited.
Flush-mounting of monitoring wells and
				  piezometers is prohibited.
(2)
Multi-zone completions prohibited.
Multi-zone completions of
				  monitoring wells and piezometers are prohibited.
(3)
Notch.
The well casing of
				  monitoring wells shall be notched to mark the point of measurement for
				  groundwater elevation.
(4)
Latitude, longitude, surface elevation.
Latitude, longitude, and
				  surface elevation, measured by a licensed surveyor, shall be permanently marked
				  on the protective casing of each monitoring well.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 1 - GENERAL PROVISIONS › Section 252:515-7-4 - Drilling plan

Current through Vol. 41, No. 20, July 1, 2024
(a)
Drilling
				  plan required.
Prior to initiating the subsurface investigation, a
				  drilling plan meeting the requirements of this Section shall be submitted to
				  the DEQ for approval.
(1)
Drilling plan
				  revisions.
New hydrogeologic information collected as the investigation
				  proceeds shall be used to revise the drilling plan and disposal facility design
				  as necessary.
(2)
DEQ
				  approval required.
Drilling shall not begin until the drilling plan has
				  been approved in writing by the DEQ.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 1 - GENERAL PROVISIONS › Section 252:515-7-5 - Drilling

Current through Vol. 41, No. 20, July 1, 2024
(a)
Notice of intent to drill.
After DEQ approval of the drilling plan, the DEQ shall be provided with written
				  notice of intent to drill at least two (2) weeks prior to initiating
				  drilling.
(b)
Drilling.
Provided proper notification is given to the DEQ,
				  drilling may proceed in accordance with the approved plan even if a
				  representative of the DEQ is not present as scheduled.
(c)
Qualified groundwater
				  scientist.
A qualified groundwater scientist shall supervise all
				  drilling operations.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-31 - Data collection

Current through Vol. 41, No. 20, July 1, 2024
The information described in this Part shall be collected
					 during the subsurface investigation and submitted as part of the permit
					 application.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-32 - Borehole logs

Current through Vol. 41, No. 20, July 1, 2024
(a) Information
				  shall be collected to prepare a lithologic sample log of each borehole drilled
				  and a geophysical log of each borehole to be converted to a
				  piezometer.
(b) All pertinent
				  information, such as the depth at which water was encountered, shall be
				  included on the log.
(c) Depth of
				  water in boreholes shall be measured at the time of drilling and again 24 hours
				  later.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-33 - Lithologic sample logs

Current through Vol. 41, No. 20, July 1, 2024
Lithologic sample logs shall be made for each borehole for
					 its entire depth. Each log shall include the following information:
(1) geotechnical information about drilling,
				  such as penetration rates, hydraulic conductivity test intervals and results,
				  and drill bit changes;
(2)
				  identification of all soil and rock layers encountered during drilling
				  describing:
(A) color, texture, thickness,
				  degree of compaction or consolidation and amount of moisture present in each
				  layer;
(B) soil classifications
				  based on the Unified Soil Classification System along with the geological
				  classification; and
(C) rock
				  classifications as defined in the American Geological Institute Dictionary of
				  Geological Terms; and
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-34 - Geophysical logs

Current through Vol. 41, No. 20, July 1, 2024
(a)
Minimum
				  number.
For waste disposal areas of 20 acres or less, at least three
				  boreholes shall be logged by geophysical tools, one of which must be run on the
				  deepest drilled borehole.
(b)
Additional logs.
(1) For each
				  additional 20 acres of waste disposal area, one additional borehole shall be
				  logged by geophysical tools.
(2) In
				  geologically complex areas, the DEQ may require additional boreholes.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-35 - Soil and rock sampling

Current through Vol. 41, No. 20, July 1, 2024
(a)
Sample collection.
For each borehole drilled, soil and rock
				  samples shall be collected at five-foot intervals, and at soil or rock changes,
				  from the surface to the total depth drilled.
(b)
Sample storage.
Samples
				  shall be stored until final action on the permit application is taken by the
				  DEQ.
(c)
Sampling
				  methods.
Drilling techniques and the types of samples to be collected
				  shall determine the method of sampling.
(1)
Split-barrel.
Split-barrel samples shall be taken according to the
				  specifications of ASTM D1586.
(2)
Core barrel.
Consolidated rock samples shall be taken by core
				  barrel according to the specifications of ASTM D2113.
(3)
Thin-walled tube.
When soil
				  samples of silts and clays are required for physical tests, thin-walled tube
				  samples shall be taken according to the specifications of ASTM D1587.
(4)
Other methods.
Other
				  sampling methods may be approved in advance by the DEQ on a case-by-case
				  basis.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-36 - Soil tests

Current through Vol. 41, No. 20, July 1, 2024
Soils proposed to be used as liner or intermediate or final
					 cover material shall be tested as follows:
(1)
Sample collection.
At least
				  one sample shall be collected for each type of material proposed for use as
				  liner or intermediate or final cover material.
(2)
Laboratory requirement.
The
				  soil samples shall be tested by a soils laboratory under the direction of a
				  licensed professional engineer.
(3)
Required tests.
The following tests shall be conducted on each
				  type of soil sampled:
(A) soil classification
				  according to the specifications of ASTM D2487;
(B) particle-size analysis of soil according
				  to the specifications of ASTM D422;
(C) sieve analysis for the following screen
				  sizes: #4, #10, #40, #200;
(D)
				  percent fines (#200 sieve) according to the specifications of ASTM
				  D1140;
(E) Atterberg limits
				  according to the specifications of ASTM D4318;
(F) moisture content according to the
				  specifications of either the oven drying method of ASTM D2216 or the microwave
				  drying method of ASTM D4643;
(G)
				  moisture-density relationship according to the specifications of the standard
				  proctor test of ASTM D698 or the modified proctor test of ASTM D1557;
				  and
(H) hydraulic conductivity
				  according to the specifications of ASTM D5084 or any other method approved by
				  the DEQ.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-37 - Soils report

Current through Vol. 41, No. 20, July 1, 2024
A laboratory report of the characteristics of soil and rock
					 material proposed for liner or intermediate or final cover material shall be
					 submitted.
(1)
PE
				  certification.
The report shall be stamped or sealed by the licensed
				  professional engineer directing the soils laboratory; and
(2)
Report requirements.
The
				  report shall include all test results, the type of test used, the method of
				  testing and the condition, preparation, and orientation of each
				  sample.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 3 - DATA COLLECTION › Section 252:515-7-38 - Regional hydrogeologic study

Current through Vol. 41, No. 20, July 1, 2024
Information on the geology and hydrogeology of the proposed
					 site or expansion area shall be collected. Such information shall, at a
					 minimum, include:
(1) the formation
				  underlying the deepest formation penetrated by the boreholes and/or monitor
				  wells;
(2) all formations exposed
				  in the outcrop on or within 1/4 mile of the proposed permitted
				  boundary;
(3) a geologic column and
				  structural information of all rock formations occurring from surface to a depth
				  of 500 feet;
(4) a regional surface
				  geological map;
(5) illustrations
				  of the regional stratigraphic column and geologic or hydrogeologic
				  cross-sections;
(6) a description
				  of regional groundwater quality; and
(7) references indicating the sources of
				  information.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 5 - GROUNDWATER STUDY › Section 252:515-7-51 - General

Current through Vol. 41, No. 20, July 1, 2024
(a)
Groundwater study required.
A groundwater study completed in accordance with this Part shall be performed
				  as part of the subsurface investigation required by this Subchapter, and the
				  results included with the permit application.
(b)
As-built drawings required.
As-built drawings, surveyed locations, and casing elevations of each piezometer
				  installed shall be included with the permit application.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 5 - GROUNDWATER STUDY › Section 252:515-7-52 - Piezometers required

Current through Vol. 41, No. 20, July 1, 2024
Boreholes and screens shall be installed in the uppermost
					 saturated zone at locations approved by the DEQ so that data collected will be
					 representative of the entire site or expansion area.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 5 - GROUNDWATER STUDY › Section 252:515-7-53 - Piezometer details

Current through Vol. 41, No. 20, July 1, 2024
(a)
Minimum
				  number.
For waste disposal areas of 20 acres or less, at least three
				  piezometers shall be installed.
(b)
Additional piezometers.
(1) For
				  each additional 20 acres of waste disposal area, one additional piezometer
				  shall be installed.
(2) In
				  geologically complex areas, the installation of additional piezometers may be
				  required.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 5 - GROUNDWATER STUDY › Section 252:515-7-54 - Groundwater elevation measurements

Current through Vol. 41, No. 20, July 1, 2024
(a)
Groundwater/waste separation.
The minimum distance between the
				  highest groundwater elevation and the lowest elevation at which waste will be
				  placed shall be determined.
(b)
Continuous water level monitoring.
A continuous water level
				  monitor system shall be installed in at least one piezometer that has water in
				  it. Water levels in all other piezometers shall be monitored once each month
				  for 12 months at approximately the same date each month.
(c)
Measurements after heavy
				  rainfall.
If significant changes in the water level in the continuous
				  monitor are identified following heavy rainfall events, the DEQ may require
				  additional measurements in other piezometers to further define the level of
				  highest groundwater elevation.
(d)
Method defined.
The elevation of groundwater in piezometers and
				  monitor wells shall be measured according to the specifications of ASTM
				  D4750.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 5 - GROUNDWATER STUDY › Section 252:515-7-55 - Area rainfall

Current through Vol. 41, No. 20, July 1, 2024
(a)
Rainfall
				  measurements.
Daily and monthly precipitation data shall be obtained
				  from the climatological station closest to the proposed site or expansion area,
				  for the months in which the on-site measurements were taken and for the
				  preceding 12 months.
(b)
Average rainfall.
CLIMOCS shall be used to obtain the 30-year mean
				  precipitation from the climatological station closest to the proposed site or
				  expansion area.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 5 - GROUNDWATER STUDY › Section 252:515-7-56 - Shallow saturated zone investigation

Current through Vol. 41, No. 20, July 1, 2024
(a)
Shallow saturated zone
				  encountered.
If a saturated zone is encountered above the depth where
				  groundwater was anticipated, drilling shall cease and the following actions
				  taken:
(1) note on the borehole lithologic
				  sample log, the initial depth at which the shallow zone was
				  encountered;
(2) install and screen
				  a piezometer in the shallow zone; and
(3) drill a new boring, to the original
				  proposed total depth, within ten feet of the piezometer.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 7 - Subsurface Investigation › Part 7 - SURFACE PENETRATION PLUGGING › Section 252:515-7-71 - Plugging requirements

Current through Vol. 41, No. 20, July 1, 2024
(a)
Boreholes.
Unless it is to be converted to a piezometer or monitor
				  well within thirty days of drilling, all boreholes shall be plugged in
				  accordance with the requirements of the OWRB (see OAC
				  252:515-7-3
				  ).
(b)
Piezometers and
				  monitoring wells.
All piezometers and monitoring wells that will not
				  become part of the groundwater monitoring system shall be plugged according to
				  the requirements of the OWRB (see OAC
				  252:515-7-3
				  ).
(c)
Other subsurface
				  penetrations.
All water wells, oil and gas wells and other borings
				  located within the proposed disposal boundary shall be plugged if they will not
				  be utilized.
(d)
Casing
				  extraction.
The casing of monitoring wells and piezometers shall be
				  extracted prior to plugging.
(1)
Piezometers.
The surface seal and casing shall be removed from the
				  borehole and a tremie pipe shall be used to fill the hole from the bottom to
				  four feet (4') below ground surface.
(2)
Monitoring wells.
(A) The protective bollards and concrete pad
				  shall be removed.
(B) The surface
				  seal and well casing shall be removed by perforating the bottom cap and filling
				  the casing with appropriate plugging material as the casing is being pulled
				  from the borehole, or the casing may be extracted by over-drilling.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-1 - Applicability

Current through Vol. 41, No. 20, July 1, 2024
(a)
New and active land disposal
				  facilities.
The requirements of this Subchapter apply to all new and
				  active land disposal facilities throughout the active life and post-closure
				  monitoring period.
(b)
Closed
				  land disposal facilities.
Land disposal facilities in the post-closure
				  monitoring period on the effective date of this Chapter shall remain subject to
				  the groundwater monitoring program specified by the permit and the rules in
				  effect at the time the facility entered post-closure. However such facilities
				  may be required to comply with Parts 9 through 15 of this Subchapter if it has
				  been determined groundwater may be affected by the presence of the
				  facility.
(c)
Solid waste
				  disposal facilities without groundwater monitoring.
The DEQ may require
				  compliance with this Subchapter for a solid waste disposal facility that does
				  not have a groundwater monitoring program if it determines groundwater may be
				  affected due to the presence of the facility.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-2 - Purpose

Current through Vol. 41, No. 20, July 1, 2024
A groundwater monitoring system shall be installed that
					 will yield groundwater samples from the uppermost aquifer that:
(1) represent the quality of background
				  groundwater that has not been affected by the disposal facility; and
(2) represent the quality of groundwater that
				  has passed underneath the disposal facility.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-3 - General requirements

Current through Vol. 41, No. 20, July 1, 2024
(a)
DEQ
				  approval required.
A groundwater sampling and analysis program shall be
				  submitted to the DEQ for approval.
(b)
Requirements.
The program
				  shall:
(1) identify the number, spacing,
				  depths, locations, design, installation, development, and decommission of any
				  monitoring wells, piezometers, and other measurement, sampling, and analytical
				  devices;
(2) include procedures and
				  techniques for sample collection, sample preservation and shipment, analytical
				  procedures, chain of custody control, and quality assurance and quality
				  control;
(3) include sampling and
				  analytical methods which are appropriate for groundwater sampling and which
				  accurately measure hazardous constituents and other monitoring parameters in
				  groundwater samples; and
(4) ensure
				  sampling procedures and frequencies are protective of human health and the
				  environment.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-4 - General location considerations

Current through Vol. 41, No. 20, July 1, 2024
(a)
				  Groundwater monitoring wells shall be installed on land owned or leased by the
				  owner/operator and at a distance of no more than 150 meters from the boundaries
				  of waste disposal. The following shall be considered when determining the
				  location for the monitoring wells:
(1) the
				  hydrogeologic characteristics of the facility and surrounding land;
(2) the volume and physical and chemical
				  characteristics of the leachate;
(3) the quantity, quality, and direction, of
				  flow of groundwater;
(4) the
				  proximity and withdrawal rate of the groundwater users;
(5) the availability of alternative drinking
				  water supplies;
(6) the existing
				  quality of the groundwater, including other sources of contamination and their
				  cumulative impacts on the groundwater, and whether the groundwater is currently
				  used or reasonably expected to be used for drinking water; and
(7) public health, safety, and welfare
				  effects.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-5 - Monitoring well number and location

Current through Vol. 41, No. 20, July 1, 2024
(a)
Site-specific considerations.
A thorough characterization of the
				  following shall be submitted with the permit application to support the number,
				  spacing, and depths of monitoring wells proposed:
(1) aquifer thickness, groundwater flow rate,
				  groundwater flow direction including seasonal and temporal fluctuations in
				  groundwater flow; and
(2) saturated
				  and unsaturated geologic units and fill materials overlying the uppermost
				  aquifer, materials comprising the uppermost aquifer, and materials comprising
				  the confining unit defining the lower boundary of the uppermost aquifer;
				  including, but not limited to: thicknesses, stratigraphy, lithology, hydraulic
				  conductivities, porosities and effective porosities.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-6 - Monitoring well construction and plugging

Current through Vol. 41, No. 20, July 1, 2024
Groundwater monitoring wells shall be constructed and/or
					 plugged in accordance with the requirements of the OWRB (see
					 252:515-7-3
					 ).
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 1 - GENERAL PROVISIONS › Section 252:515-9-7 - Performance levels

Current through Vol. 41, No. 20, July 1, 2024
The monitoring wells, piezometers, and other measurement,
					 sampling, and analytical devices must be operated and maintained so that they
					 perform to design specifications throughout the life of the monitoring
					 program.
Added at 20 Ok Reg
					 1151, eff 6-1-03
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 3 - BACKGROUND WATER QUALITY › Section 252:515-9-31 - Background water quality

Current through Vol. 41, No. 20, July 1, 2024
(a)
[RESERVED]
(b)
New facilities, with exception.
(1) Except as provided for in (2) of this
				  Subsection, monitoring wells installed at new land disposal facilities shall be
				  sampled quarterly for at least one full year and be consistent with the
				  appropriate statistical procedures and performance standards in the facility
				  statistical analysis plan in 9-52 of this Subchapter, to determine background
				  water quality before waste may be deposited at the facility.
(2) The quarterly background water quality
				  determination at new C&D landfills shall begin no later than thirty (30)
				  days after the initial receipt of waste.
Oklahoma Administrative Code › Title 252 - Department of Environmental Quality › Chapter 515 - Management of Solid Waste › Subchapter 9 - Groundwater Monitoring/Corrective Action › Part 5 - STATISTICAL METHOD › Section 252:515-9-51 - Applicability

Current through Vol. 41, No. 20, July 1, 2024
This Part applies to all land disposal facilities, except
					 C&D landfills.
Added at 20 Ok Reg
					 1151, eff 6-1-03