(1)
A complete
application on a form(s) prescribed by the chief.
(2)
Information
concerning the proposed class II disposal well including:
(a)
The name,
description, and depth of the geological zones or formations into which
injection is proposed;
(b)
For a well proposed to be converted to a class II
disposal well, an accurate driller's log, a mud log, any geophysical or
electric log, and any testing data on the well, if available;
(c)
The designation
of the well by lease name and number and for conversion applications the API
number;
(d)
The names and addresses of all owners or operators of
record of wells or permitted wells within the area of review;
(e)
The name, depth,
thickness, areal extent, and geological information concerning the confining
zone or zones in the area of review of the proposed well, which may include the
lithology, direct historical evidence, permeability, porosity, and other
available geologic data that substantiates a zone's ability to confine brine or
other waste substances to the permitted injection zone;
(f)
A detailed
description of the following:
(i)
The well construction data that includes information on
the casing and cementing if an existing well is to be converted, or the casing
and cementing program proposed for a new well that complies with the well
construction requirements established in rule
1501:9-1-08 of the
Administrative Code;
(ii)
The proposed method for injection that may include one
or both of the following: open hole or perforations;
(iii)
The proposed
depth of the tubing and packer; and
(iv)
The proposed
stimulation program.
(g)
The list of
proposed corrective action of wells penetrating the proposed confining zones or
injection formations within the area of review as identified in paragraph (A)
of this rule;
(h)
A schematic drawing that includes all of the
following:
(i)
Bore-hole diameter(s) and depth(s);
(ii)
Outside diameter
of each casing(s);
(iii)
Proposed or existing placement of
cement;
(iv)
Location of any casing hardware;
(v)
Packer
depth;
(vi)
Perforations/open hole;
(vii)
Total
depth;
(viii)
Confining zone(s);
(ix)
Injection
zone(s); and
(x)
Deepest underground source(s) of drinking water, if
mapped.
(i)
The proposed average volume of brine in barrels to be
injected per day per year into the proposed class II disposal well, and the
proposed method that will be used to measure and record the actual amount of
brine injected into the well;
(j)
The proposed
method that will be used to continually measure and record daily injection
pressures; and
(k)
The proposed method to continuously monitor and to
record the positive pressure in the annulus between production casing and the
injection tubing;
(3)
Description. A
description of the proposed operations at the surface facility that includes
the following, if applicable:
(a)
A summary of the design flow;
(b)
A summary of all
containment including primary containment and secondary containment. The
summary will include the volume, type, contents, and location of each primary
containment. The summary will also include the calculations for each secondary
containment volume;
(c)
Mechanical processes;
(d)
Discharge
prevention measures from storage vessels and secondary containment, such as
overfill protection, shut-off valves, and leak detection
systems;
(e)
Leak detection method for pipelines;
(f)
Procedures for
loading, unloading, transferring, and other means of handling of brine or other
waste substances;
(g)
Methods of metering and tracking the system throughput,
including details on how brine will be tracked by those subject to fee(s)
pursuant to division (H) of section
1509.22 of the Revised
Code;
(h)
Material specifications, that include, but are not
limited to storage vessels, containment systems, piping, pipelines, pumps,
valves, meters;
(i)
A statement attesting the applicant has the right to
install and maintain all pipelines;
(j)
Design and
construction drawings that include all of the following:
(i)
A title page that
contains the name of the applicant; emergency contact information to be used
during construction; the county, township, and section or lot number where the
proposed surface facility will be located; coordinates of the intersection of
the centerline of the entrance apron at the public right-of-way using latitude
and longitude, in a format of decimal degrees, to a minimum of six decimal
places; and a sheet index;
(ii)
A plan sheet
consisting of the most recent color orthorectified aerial image known to the
applicant at the time of design with pixels no larger than one foot showing the
location of the proposed surface facility;
(iii)
A plan sheet
sealed by a professional surveyor showing the location of the proposed surface
facility and the control points used to generate the map;
(iv)
The scale in
feet, legend, graphical scale, and north arrow;
(v)
A general layout,
plan views, elevations, sections, and supplementary views that in conjunction
with the specifications provide the working information related to all aspects
of the proposed construction, which also locate all elements horizontally in
relation to the North American Datum of 1983 and vertically in relation to the
North American Vertical Datum 1988;
(vi)
The proposed and
existing contours with an intermediate contour interval not greater than two
feet and an index not greater than ten feet;
(vii)
All buildings
and improvements larger than one hundred twenty square feet including
supporting drawings such as, electrical, plumbing, structural, and life
safety;
(viii)
All process piping including valves, valve locations,
and types that will be used for storage;
(ix)
All primary
containment and secondary containment systems proposed and their
capacities;
(x)
All pipelines that will connect the surface facility to
the class II disposal well;
(xi)
All springs,
wetlands, streams, lakes, rivers, ponds, and creeks which may be identified
using reasonably available public resources and a field review, within two
hundred feet of the storage facility;
(xii)
Surface and
underground mines, which may be determined using information available from the
Ohio department of natural resources and other publicly available or readily
accessible sources, that may affect design and performance of the proposed
surface facility;
(xiii)
All risk zones and hazard areas delineated on the
"National Flood Insurance Rate Map" within one hundred feet of the proposed
surface facility;
(xiv)
Plugged wells, producing wells, idle and orphaned, and
class II disposal wells that are located within one hundred feet of the storage
facility. The information regarding the wells may be determined using
information available from the Ohio department of natural resources and other
publicly available or readily accessible sources;
(xv)
All areas within
one thousand five hundred feet of the proposed surface facility that are
located within the five-year time of travel associated with a public drinking
water supply, as delineated or endorsed under the "Source Water Assessment and
Protection Program";
(xvi)
All areas within one thousand five hundred feet of the
proposed surface facility that are located within the emergency management zone
of a public water system intake; and
(xvii)
Boundaries of
parcels of land, existing occupied and unoccupied structures, roadways, and
existing utilities known to the applicant at the time of the design that are
located within two hundred feet of the proposed surface
facility.
(k)
After a preoperational site review and for good cause,
the chief may require any of the following as part of the permit
application:
(i)
Emergency release conveyance map. An emergency release
conveyance map includes all of the following on a separate drawing sheet:
(a)
Locations
downslope of the proposed surface facility and any related pipelines where
response resources may be deployed for the purposes of containment in the event
of an emergency release using latitude and longitude, in a format of decimal
degrees, to a minimum of six significant decimal places;
(b)
Flow path and
identification of nearest receiving streams, rivers, watercourses, ponds,
lakes, or other bodies of water where brine or other waste substances may
migrate from the proposed facility; and
(c)
Pipes, ditches,
and other conveyances, and hydraulic control structures identified in the storm
water hydraulic report and in the sediment and erosion control
plan.
(ii)
Geotechnical report. A geotechnical report specific to
the location of the proposed surface facility that describes the proposed
facility geotechnical site conditions, design considerations that address the
geotechnical conditions, and construction requirements for the proposed
facility that address the geotechnical conditions and discloses the results of
a surface and subsurface investigation of the proposed surface facility site.
In addition, a report includes all of the following:
(a)
An analysis of
slope stability, bearing capacity, and settlements that have the potential to
negatively impact the performance of the proposed surface facility
site;
(b)
Geotechnical borings or other geotechnical engineering
standard investigative means, of sufficient depth and quantity to substantiate
the design;
(c)
An evaluation of all existing infrastructure
potentially related to geotechnical considerations located within the proposed
oil and gas waste facility boundary that will be used, affected or incorporated
in the proposed surface facility;
(d)
A summary of all
subsurface exploration data specifically relevant to the geotechnical
investigation and interpretation as it pertains to the design and construction
of the proposed oil and gas waste facility, including subsurface soil profile,
exploration logs, laboratory or in situ test results, and elevation of
saturated soils at the time of exploration;
(e)
An interpretation
and analysis of the data required for the geotechnical report;
(f)
An explanation of
the geotechnical design constraints;
(g)
Cross-sections
through borings, critical slopes, and impacted infrastructure used in
geotechnical calculations;
(h)
The factor of
safety for slope stability not less than 1.5 and bearing capacity not less than
3.0; and
(i)
Documents showing calculations used to determine the
factor of safety and a detailed explanation of each assumption and reference
used in the calculations.
(iii)
Sediment and
erosion control plan. A sediment and erosion control plan for the proposed
surface facility that describes procedures to minimize the discharge of
construction related sediment to any area outside of the proposed surface
facility. A plan includes all of the following:
(a)
Sediment and
erosion controls consistent with generally accepted engineering design criteria
and controls that comply with the manufacturer's
specifications;
(b)
A sediment basin or sediment trap if the proposed
surface facility is within or includes a total contributing drainage area that
is greater than five acres in size. The minimum capacity of the sediment basin
or sediment trap shall be one hundred seventeen cubic yards and designed in
accordance with the "Ohio Department of Natural Resources Rainwater and Land
Development Manual" as defined in Chapter 1501:9-12 of the Administrative
Code;
(c)
An identification of the location of each outlet of all
confined discrete conveyances that may leave the proposed surface
facility;
(d)
A delineation of contributing drainage area boundaries
and size, measured in acres; and slope, length, and per cent graded, that will
be used to design the proposed sediment and erosion controls;
(e)
A description of
the soil stabilization measures, including vegetation, mulch, and other means
of controlling erosion that will be used at the proposed surface facility. In
addition, a schedule of the implementation of the soil stabilization measures
will be included; and
(f)
The applicant may submit a schedule that identifies
alternate options for implementation of the erosion and sediment controls and
measures, which also identifies when and under what criteria the alternate
controls would be implemented.
(4)
Map. The division
may request the information in the electronic format if available. A map(s)
prepared by an Ohio registered surveyor including the following:
(a)
The subject tract
of land upon which the proposed class II disposal well is to be located and the
property lines with surface and mineral owner name(s)
identified;
(b)
The location of the proposed class II disposal well and
any related pipelines on the subject tract of land established by a field
survey showing the distances in feet from the proposed well and surface
facility or oil and gas waste facility to the boundary lines of the subject
tract and to the nearest permanent geographic subdivision
boundaries;
(c)
The proposed class II disposal well location designated
by plane coordinates in accordance with Chapter 157. of the Revised Code.
Coordinates may be established by map scale to the nearest fifty feet or by
global positioning system (GPS);
(d)
The location of
all wells, which are within the distance of the area of review as determined
under paragraph (A) of this rule. If a well or proposed well is within two
hundred feet of the proposed class II injection well, the distance will be
marked on the map;
(e)
The location of all buildings, public roads, railroads,
and streams within one thousand feet of the proposed well and their distances
from the proposed well;
(f)
The following are to be placed in a conspicuous place
on the map; the applicants name, well name, county, civil township, permanent
geographic subdivisions (section, lot and/or tract) and surface elevation for
the well location, USGS quadrangle name, the date the map was prepared, name of
surveyor preparing the map and phone number, and map scale;
(g)
If the proposed
well is to be in an urbanized area, the map will only be accepted if the name
of the urbanized area and the original civil township name are
included;
(h)
An additional color map based on aerial photography at
an appropriate scale identified on the map showing the location of the well,
any related pipelines, any related oil and gas waste facilities, a related
surface facility, access road, and a five hundred feet radius around the well
location; and
(i)
Coordinates of the intersection of the centerline of
the entrance apron for the class II disposal well at the public right-of-way
using latitude and longitude in a format of decimal degrees to a minimum of six
decimal places.