The purpose of this chapter is to ensure that all development
produces an environment of stable and desirable character that is
harmonious with existing and future development, and protects the
use and enjoyment of neighboring properties, consistent with the general
plan.
(Ord. 1308 § 5, 2000)
All structures shall meet the following standards relating to height, except for fences and walls, which shall comply with Section
21.18.070 (Fences, walls, screens, hedges and shrubs) of this chapter.
(a) Maximum Height. The height of structures shall not exceed the standard established by the applicable zoning district in Chapters
21.04 through
21.14 of this title.
(b) Height Measurement. Maximum height shall be measured as the vertical
distance from finish grade to an imaginary plane located parallel
to the finish grade at a height allowed by the zoning district.
(c) Exceptions to Height Limits. Exceptions to the height limits identified
in this title shall apply in the following manner:
(1) Roof-Mounted Structures.
(A) Roof-mounted structures for the housing of chimneys, elevators, flagpoles,
stairways, tanks, towers, ventilating fans or similar equipment required
to operate and maintain the structure, shall be allowed, up to a maximum
of fifteen feet above the allowed structure height.
(B) The total square footage of all roof-mounted structures that exceed
the allowed height shall not occupy more than twenty-five percent
of the total roof area of the structure.
(2) Fire or parapet walls may extend up to four feet above the allowable
height limit of the structure, except in the MU-1 and MU-2 zones,
where such walls may extend up to five and one-half feet above the
allowable height limit of the structure. No mechanical equipment shall
exceed the height of the parapet.
(Ord. 1308 § 5, 2000; Ord. 1582 § 6, 2022)
Fences, walls, lattice work screens, hedges and dense growth
of shrubs or trees shall conform to the provisions of this section.
(1) Front Yard. Fences, walls, lattice work, hedges and dense growth
of shrubs/trees greater than three feet in height are not allowed
within a required front yard.
(2) Side and Rear Yards. For side and rear yards, such items are not allowed in excess of six feet in height, except for a fence or wall necessary for the public safety, health and welfare as required by a governmental agency or as allowed under subsection
4 of this section.
(3) Rear and Side Yard Relationship. In cases where lots have a rear
to side relationship refer to plot plans on file in the planning and
building departments.
(4) Wall along Arterial Highways. Walls along arterial highways that
were constructed as part of a subdivision shall be maintained in original
condition. Such walls may be extended to a height of eight feet with
like materials subject to approval by the director.
(5) Barbed Wire/Razor Wire Prohibited. The use of barbed wire, razor
wire or similar security wire (including broken glass) shall be prohibited
in all residential and commercial zoning districts.
(6) Chain Link Fence. The use of chain link fence within the front yard
setback area shall be prohibited in all residential zoning districts.
(Ord. 1308 § 5, 2000)
This section establishes standards to ensure the provision of
open areas for access to and around structures, access to natural
light and ventilation, landscaping, recreation, separation of incompatible
land uses, space for privacy, traffic safety and visibility.
(1) Setback Requirements.
(A) All structures shall conform to the setback requirements identified for each zoning district by Chapters
21.04 through
21.14 of this title, and with any special setbacks established for specific uses by this title.
(B) Each yard shall be open and unobstructed from the ground upward,
except as provided in this Section.
(2) Exemptions from Setback Requirements. The minimum setback requirements
of this title shall apply to all uses except for the following:
(A) Fences or walls constructed within the height limitations of this
title;
(B) Decks, with or without handrails, freestanding solar devices, steps,
terraces and other site design elements that are placed directly upon
the finish grade and are less than eighteen inches above the surrounding
finish grade;
(C) Porches may encroach up to four feet into a required front yard setback
in the R1 and GH zoning districts;
(D) Architectural features may extend into the front, side and rear yard
setbacks in the following manner:
(i) A chimney or fireplace up to six feet in width, may extend three
feet into a required setback, but no closer than three feet to a side
or rear property line;
(ii)
Cantilevered architectural features on the main structure, including
balconies, bay windows, canopies, cornices, eaves and solar devices
that do not increase the floor area enclosed by the structure, may
extend into required yards as follows:
a.
Front Yard Setback. Up to three feet into the required front
yard,
b.
Side Yard Setback. Up to two feet into a required side yard,
but no closer than three feet to a side property line, and
c.
Rear Yard Setback. Up to five feet into the required rear yard;
(iii)
Covered, unenclosed porches, located at the same level as the
entrance floor of the structure, and fire escapes, landings and outside
stairways that are not enclosed, may extend into required yards as
follows:
a.
Front Yard Setback. Up to four feet into a required front yard,
b.
Side Yard Setback. Up to four feet into a required side yard,
but no closer than three feet to a side property line, and
c.
Rear Yard Setback. Up to fifteen feet into a required rear yard,
but no closer than ten feet to the rear property line.
(3) Measurement of Setbacks. Setbacks shall be measured as follows:
(A) The front yard setback shall be measured at right angles from the
nearest point on the front property line to the nearest wall of the
structure, except as follows:
(i) The measurement shall be taken from the nearest point of the structure
to the nearest point of the property line adjoining the street to
which the property is addressed and the street from which access to
the property is taken. Whenever a future street right-of-way line
is officially established, the required setback shall be measured
from the established line(s).
(ii)
The measurement shall be taken from the nearest wall of the
structure to the point where the access strip meets the bulk of the
parcel, establishing a building line parallel to the lot line nearest
the public street or right-of-way.
(B) The side yard setback shall be measured at right angles from the
nearest point on the side property line to the nearest wall of the
structure, establishing a setback line parallel to the side property
line, that extends between the front and rear yards.
(C) The side yard on the street side of a corner parcel shall be measured
at right angles from the nearest point on the street side property
line to the nearest wall of the structure.
(D) The rear yard shall be measured at right angles from the nearest
point on the rear property line to the nearest wall of the structure,
establishing a setback line parallel to the rear property line, that
extends between the side yards, except:
(i) The rear yard on the street side of a double frontage lot shall be
measured from the nearest point of the rear property line adjoining
the street. If an access easement or street right-of-way line extends
into or through a rear yard, the measurement shall be taken from the
nearest point of the easement or right-of-way line.
(ii)
Where the side lot lines converge to a point, a line five feet
long within the parcel parallel to and at a maximum distance from
the front lot line, shall be deemed the rear lot line for the purpose
of determining the depth of the required rear yard.
(E) Where a structure wall is not parallel to a side or rear lot line,
the required dimension of the side or rear yard along the line, may
be averaged. The resulting side yard shall not be less that three
feet in width, and the rear yard shall not be less than ten feet in
depth, at any point.
(F) In situations different from the above, the director shall have the
authority to determine how setbacks shall be measured.
(Ord. 1308 § 5, 2000)
This section provides standards for the provision of solid waste
(refuse) and recyclable material storage areas in compliance with
state law.
(1) Multi-Family Uses. The following are minimum requirements for common
refuse and recyclable material storage areas for multi-family developments
with five or more units. Storage areas may be located indoors or outdoors
as long as they are readily accessible to all residents. Areas are
measured in square feet.
Table 3-1
|
---|
Multi-Family Development Minimum Common Storage Areas Required
(Sq. Ft.)
|
---|
Dwellings
|
Refuse
|
Recycling
|
Total Area
|
---|
5 or more
|
12
|
12
|
24
|
10-15
|
24
|
24
|
48
|
16-25
|
48
|
48
|
96
|
26-50
|
96
|
96
|
192
|
51-75
|
144
|
144
|
288
|
76-100
|
192
|
192
|
384
|
101-125
|
240
|
240
|
480
|
126-150
|
288
|
288
|
576
|
151-175
|
316
|
316
|
672
|
176-200
|
384
|
384
|
768
|
201+
|
Every additional 25 dwellings shall require an additional 100
sq. ft. for solid waste and 100 sq. ft. for recyclables.
|
(2) Nonresidential Uses. Nonresidential uses shall provide refuse and
recyclable material storage areas in compliance with the following
requirements. Requirements apply to each individual structure. Areas
are measured in square feet.
Table 3-2
|
---|
Nonresidential Structures Minimum Storage Areas Required (Sq.
Ft.)
|
---|
Building Floor Area
|
Refuse
|
Recycling
|
Total Area*
|
---|
Up to 5,000
|
12
|
12
|
24
|
5,001-10,000
|
24
|
24
|
48
|
10,001-25,000
|
48
|
48
|
96
|
25,001-50,000
|
96
|
96
|
192
|
50,001-75,000
|
144
|
144
|
288
|
75,001-100,000
|
192
|
192
|
384
|
100,001+
|
Every additional 25,000 sq. ft. shall require an additional
48 sq. ft. for solid waste and 48 sq. ft. for recyclables.
|
(3) Location Requirements. Refuse and recyclable materials storage areas
shall be located in the following manner:
(A) Shall be adjacent/combined with one another;
(B) Shall be accessible to residents, employees and haulers at all times.
Storage areas within multi-family residential developments shall be
located within one hundred fifty feet of an access doorway to the
dwellings that they are intended to serve;
(C) Shall not be closer than twenty feet from doors or operable windows
of adjoining structures;
(D) Exterior storage area(s) shall not be located in a required front
yard, street side yard, parking space, landscaped or open space area,
and any other area required to be maintained unencumbered in compliance
with fire and other applicable building and public safety codes;
(E) Driveways or aisles shall provide unobstructed access for collection
vehicles and personnel and provide at least the minimum clearance
required by the collection methods and vehicles utilized by the designated
collector;
(F) In cases where a parcel is served by an alley, all storage areas
shall be directly accessible to the alley.
(4) Design and Construction. The design and construction of the storage
areas shall be in compliance with current city standards and the following:
(A) If the storage area is located outside or on the exterior of a structure
it shall be architecturally compatible with the materials and colors
of other structures on the property.
(B) Exterior storage areas shall be enclosed by six-foot high masonry
walls with steel gates. A concrete apron equal to the width of the
gate and outward from the enclosure a minimum of six feet shall be
provided. The director may require the provision of a roof structure
over the enclosure to obstruct visibility of the enclosure from above.
(C) The exterior perimeter of the storage areas shall be planted, if
feasible, with drought resistant landscaping, including a combination
of shrubs and/or climbing evergreen vines.
(D) The storage areas shall be well lit with a minimum one footcandle.
(E) Signs shall be conspicuously posted on each storage area giving instructions
on the use of the recycling bins and containers. Each sign shall not
exceed four square feet in area and shall be posted on the exterior
of the storage area, adjacent to the access point.
(Ord. 1308 § 5, 2000)
Cable television, electric and telephone facilities, fire alarm
conduits, street lighting wiring and other wiring conduits and similar
facilities shall be placed underground by the developer for all new
development and additions and remodels over twenty-five percent of
the value of the existing improvements. The director may grant a modification
or waiver of this requirement, after considering the general purposes
and nature of the proposed development.
(Ord. 1308 § 5, 2000)
In compliance with the Federal Clean Water Act, the National
Pollution Discharge Elimination System (NPDES), Orange County's Drainage
Area Management Plan (DAMP), and the city of Fountain Valley's local
implementation plan (LIP), this section establishes standards to ensure
that future development and significant redevelopment reduce or eliminate
urban and storm water run-off to protect water quality, biological
habitats and beneficial uses of downstream receiving waters.
(a) Definitions.
"Best management practices (BMPS)"
means the best practical and economically achievable measures
to control the addition of pollutants to the waters of the United
States through the application of pollution control practices, technologies,
processes, siting criteria, management activity, operating methods
or other alternatives.
"Drainage area management plan (DAMP)"
means Orange County's 2003 DAMP and incorporates the fourth
term permit requirements and is the principal policy and guidance
document for the countywide NPDES storm water program.
"General construction permit"
means the NPDES general permit for storm water discharges
associated with construction activity. (State Water Resources Control
Board Order No. 2010-0014 DWQ, NPDES General Permit No. CAS000002
or its subsequent replacement.)
"General industrial permit"
means the NPDES general permit for storm water discharges
associated with industrial activity. (State Water Resources Control
Board Order No. 97-03-DWQ, NPDES General Permit No. CAS000001 or its
subsequent replacement).
"General permit"
means Order No. R8-2009-0030 (NPDES No. CAS618030) of the
Santa Ana Regional Water Quality Control Board covering areawide urban
storm water runoff in Orange County. The city of Fountain Valley is
a co-permittee to the permit.
"Local implementation plan (LIP)"
means the city of Fountain Valley's specific document that
details how the storm water programs within the DAMP are implemented
within its jurisdiction.
"National Pollutant Discharge Elimination System (NPDES)"
is a provision of the Clean Water Act, Section 402 that identifies
municipal storm water as a point source subject to regulation under
the NPDES permits. The NPDES storm water program was designed by the
Orange County permittees for compliance with the NPDES. The city of
Fountain Valley, as a permittee, is responsible for the implementation
of the program within its jurisdiction.
"New development"
is defined as projects that create ten thousand square feet
or more of impervious surface (collectively over the entire project
site) including commercial, industrial, residential housing subdivisions
(i.e., detached housing family home subdivisions, multi-family attached
subdivisions (town homes), condominiums, apartments, etc.), mixed-use,
and public projects. This category includes development projects on
public or private land, which fall under the planning and building
authority of the permittees.
"Parking lot'
is defined as a land area or facility for the temporary storage
of motor vehicles.
"Significant redevelopment"
is defined as projects that include the addition or replacement
of five thousand square feet or more of impervious surface on a developed
site. Redevelopment does not include routine maintenance activities
that are conducted to maintain original line and grade, hydraulic
capacity, original purpose of the facility, or emergency redevelopment
activity required to protect public health and safety. Where redevelopment
results in the addition or replacement of less than fifty percent
of the impervious surfaces of a previously existing developed site,
and the existing development was not subject to WQMP requirements,
the numeric sizing criteria discussed below applies only to the addition
or replacement, and not to the entire developed site. Where redevelopment
results in the addition or replacement of more than fifty percent
of the impervious surfaces of a previously existing developed site,
the numeric sizing criteria applies to the entire development.
(b) Applicability. All new development and redevelopment, except as provided below, shall comply with the requirements of this section, the provisions of Chapters
14.40 and
18.06 of this code, the city's local implementation plan (LIP) and NPDES Order No. R8-2009-0030 (NPDES No. CAS 618030) to reduce the discharge of pollutants in urban and storm water runoff.
(c) Review Required. Prior to the issuance of a discretionary permit, grading permit, building permit or nonresidential plumbing permit for new development or significant redevelopment, the city planning, public works or building departments shall review the proposed plans and impose conditions as necessary to comply with the local implementation plan (LIP), Chapters
14.38,
14.40,
18.06 and this section of this code, and NPDES Order No. R8-2009-0030 (NPDES No. CAS 618030) to reduce or eliminate pollutants in storm water or urban runoff.
(d) Water Quality Management Plan.
(1) A water quality management plan may be required to be provided by
the applicant in order to identify the post construction storm water
quality management plan and to act as guidance for property owners,
operators, tenants and/or employees in implementing the best management
practices (BMPs) upon which a project's approval was based.
(2) As detailed in Section A-7.5 of the LIP, a water quality management
plan shall be required for all public and private projects that meet
any of the following criteria:
(A) Qualify as a priority project, which is defined as a project that
meets any of the following:
(i)
All significant redevelopment projects;
(ii)
New development projects;
(iii)
Residential development of ten units or more;
(iv)
Commercial and industrial development greater than one hundred
thousand square feet including parking areas;
(v)
Automotive repair shop (SIC) codes 5013, 5014, 5541, 7532 through
7534, and 7536 through 7539);
(vi)
Restaurant where the land area of development is five thousand
square feet or more;
(vii)
Hillside development on five thousand square feet or more, which
is located on areas with known erosive soil conditions or where natural
slope is twenty-five percent or more;
(viii) Developments of two thousand five hundred square
feet of impervious surface or more, adjacent to (within two hundred
feet) or discharging directly into environmentally sensitive areas,
such as areas designated in the Ocean Plan as areas of special biological
significance or water bodies listed on the CWA Section 303(d) list
of impaired waters;
(ix)
Parking lot area of five thousand square feet or more of impervious
surface exposed to storm water;
(x)
Streets, roads, highways and freeways of five thousand square
feet or more of paved surface shall incorporate USEPA guidance, "Managing
Wet Weather with Green Infrastructure: Green Streets" in a manner
consistent with the maximum extent practicable standard. This category
includes any paved surface used for the transportation of automobiles,
trucks, motorcycles and other vehicles and excludes any routine road
maintenance activities where the footprint is not changed;
(xi)
Retail gasoline outlets of five thousand or more square feet
with a projected average daily traffic of one hundred or more vehicles
per day;
(xii)
Emergency and public safety projects in any of the above-listed
categories may be excluded if the delay caused due the requirement
for a WQMP compromises public safety, public health and/or environmental
protection.
(B) Does not qualify as a priority project but requires a discretionary
action that will include an approved plan of development such as a
tract map, site plan or precise plan (classified as a non-priority
project).
(C) Does not qualify as a priority project but requires issuance of a
nonresidential plumbing permit, where a nonresidential plumbing permit
is defined as a plumbing permit authorizing the construction and installation
of facilities for the conveyance of liquids other than storm water,
potable water, reclaimed water or domestic sewage (classified as a
non-priority project).
(3) A water quality management plan shall address the following information:
(A) All priority projects are required to identify the following, as
defined and detailed in the LIP:
(i)
Site design and "low impact development" (LID) implementation
BMPs (e.g., minimize impervious areas, pervious pavement, conserving
natural areas, retention/detention basins). LID site designs shall
reduce runoff to a level consistent with the maximum extent practicable
standard. The design goal shall maintain or replicate the pre-development
hydrological regime through use of design techniques that create a
postdevelopment hydrological regime using site preservation techniques
and the use of integrated and distributed micro-scale storm water
infiltration, retention, detention, evapotranspiration, filtration
and treatment systems.
LID principles shall be prioritized from highest to lowest priority,
as follows:
a.
Preservation of natural features, minimization of runoff,
c.
Harvesting and reuse, and
(ii)
Routine structural and non-structural BMPs (e.g., education
and training activity restrictions, street sweeping, signage/warnings);
(iii)
Implement treatment control BMPs;
(iv)
Identify a mechanism for assuring long-term operation and maintenance
of structural BMPs. For all structural treatment controls, WQMPs shall
identify the responsible party for maintenance of the treatment system,
vector minimization and control measures, and a funding source or
sources for its operation and maintenance;
(v)
Identify hydrological conditions of concern.
Each priority development project shall ascertain the impact
of the development on the site's hydrological regime and include the
findings in the water quality management plan from a two-year frequency
storm event for:
a.
Increases in runoff volume,
b.
Decreases in infiltration,
c.
Changes in time of concentration,
d.
Potential increases in post development downstream erosion,
and
e.
Potential for adverse impacts on physical structure, aquatic,
and riparian habitat.
(B) All non-priority projects are required to identify the following,
as defined and detailed in the LIP:
(i)
Site design BMPs (e.g., minimize impervious areas, pervious
pavement, conserving natural areas, retention/detention basins);
(ii)
Routine structural and nonstructural BMPs (e.g., education and
training, activity restrictions, street sweeping, signage/warnings);
and
(iii)
Identify a mechanism for assuring long-term operation and maintenance
of structural BMPs.
(4) All qualifying projects are required to submit a water quality management
plan to the city in the following manner:
(A) Projects requiring a discretionary permit may be allowed to initially
provide a conceptual water quality management plan as a requirement
of a complete application. However, a final water quality management
plan shall be approved by the public works department prior to the
submittal of construction plans for plan check.
(B) Projects that do not require a discretionary permit, but require
approval of a ministerial construction permit (e.g., grading, building,
demolition permit) shall submit a water quality management plan that
has been approved by the public works department prior to the submittal
of construction plans for plan check.
(C) Plans submitted for plan check are required to incorporate all the
structural BMPs identified in an approved water quality management
plan.
(5) Prior to the issuance of a certificate of occupancy or final approval
of permits, all qualifying projects shall:
(A) Demonstrate that all requirements of the approved water quality management
plan have been installed properly;
(B) As described in the LIP, submit and receive approval of an operation
and maintenance (O&M) plan;
(C) Demonstrate that a mechanism/agreement, which is acceptable to the
city, has been executed for the long-term funding and performance
of BMP operation, maintenance, repair and/or replacement;
(D) Demonstrate that the applicant and/or property owner is prepared
to implement all non-structural BMPs described in the approved water
quality management plan.
(6) A water quality management plan continues with the life of the project.
As defined in the LIP, a transfer of responsibility form, which serves
to notify the city that a change of ownership has occurred and the
new owner of their responsibility to continue implementing the approved
water quality management plan, shall be submitted to the city with
any change in ownership.
(e) Construction Activities.
(1) Applicability. As detailed in Section 8 of the LIP, all construction
projects altering the footprint of the structure are required to implement
BMPs to prevent discharges into the storm drain system or watercourses.
At a minimum, all private and public works construction projects are
required to employ a combination of erosion and sediment controls
and waste and materials management BMPs, which are summarized in Table
8-1 of the LIP and Table 8-6 of the DAMP (e.g., straw mulch, earthen
berms, sandbag barrier). These minimum requirements are conveyed to
construction contractors as part of the permit conditions and plan
notes.
(2) Required Permit. Prior to the issuance of any grading or building
permit, the applicant shall submit an erosion and sediment control
plan (ESCP) to demonstrate compliance with local and state water quality
regulations for grading and construction activities and ensure that
the BMPs to be implemented on-site are consistent with the appropriate
phase of construction (Preliminary Stage, Mass Grading Stage, Streets
and Utilities Stage, etc.). The ESCP shall identify how all construction
materials, wastes, grading or demolition debris, and stockpiles of
soil, aggregates, soil amendments, etc., will be properly covered,
stored and secured to prevent transport into local drainages or coastal
waters by wind, rain, tracking, tidal erosion or dispersion. The ESCP
shall also describe how the applicant will ensure that all BMPs will
be maintained during construction of any future public rights-of-way.
A copy of the current ESCP shall be kept at the project site and be
available for city review on request.
(f) Requirements for General Permit Sites.
(1) As detailed in the LIP, projects that are subject to the general
permit (meaning they will result in soil disturbance of five thousand
square feet or more of land or less than one acre, if it is part of
a larger common plan of development or sale which is one acre or more)
and qualify as either a priority or non-priority project, as described
in subsection (d), shall be required to prepare and implement a storm
water pollution prevention plan (SWPPP) meeting the requirements of
the general permit. A model SWPPP template is included as Exhibit
A-8. IV of the LIP.
(2) Private and public construction projects covered by the general permit
shall adhere to the following:
(A) Required Actions for Private Construction Projects that are Covered
by the General Permit.
(i)
The project owner, developer or contractor is responsible for
preparing the notice of intent (NOI), which must be signed by the
owner or person delegated authority and submitted to the State Water
Resources Control Board (SWRCB). Before issuing a grading or building
permit, the city will require proof of general permit coverage (see
Section A-7.5.3 of the LIP).
(ii)
Prior to the issuance of a grading or building permit (if applicable),
the SWPPP must be prepared by the project owner, developer or contractor
and signed by the responsible party and must be implemented year-round
throughout the duration of the project's construction. City staff
is not responsible for reviewing, approving or enforcing the SWPPP;
these are responsibilities of the regional board.
(iii)
The city will inspect and enforce local permit(s) (construction,
grading, etc.), ordinances (grading, water quality management plans,
etc.), the Model Construction Program, and the Construction Runoff
Guidance Manual, and will notify the regional board of noncompliance
when the noncompliance meets the criteria of posing a threat to human
or environmental health as discussed in DAMP Section 8.4.6.
(iv)
Once project construction is completed and the site fully complies
with the final stabilization requirements of the general permit, the
owner/developer will submit a notice of termination (NOT) to the SWRCB.
(B) Required Actions for Public Agency Construction Projects that are
Covered by the General Permit.
(i)
The city of Fountain Valley will notify the SARWQCB via formal
notification of construction activity.
(ii)
The city of Fountain Valley or its contractor will prepare the
SWPPP before construction activities begin.
(iii)
During construction, the city of Fountain Valley will inspect
and enforce the contract documents and will notify the appropriate
SARWQCB when noncompliance meets the criteria of posing a threat to
human or environmental health as discussed in Section 8.4.6 of the
DAMP.
(iv)
Once the project is completed, the city of Fountain Valley will
inform the SARWQCB of the project's completion.
(C) Required Actions for Private Construction Projects Not Covered by
the General Permit. Private construction projects not covered by the
general permit, but covered under a grading permit, are required to
develop erosion and sediment control plans (ESCPs). These ESCPs must
show proposed locations of the erosion and sediment control BMPs that
will be implemented during the construction project to comply with
the minimum requirements listed in Table A-8.1 of the LIP.
(D) Required Actions for Public Works Construction Projects Not Covered
by the General Permit. Public agency construction projects not covered
by the general permit are required by DAMP Section 8.4 to comply with
appropriate pollution prevention control practices in accordance with
the current edition of the "Green Book" standard specifications for
public works construction and the provisions of Section A-8 of the
DAMP, and shall develop and implement ESCPs. Low priority construction
sites shall meet the minimum requirements listed in Table 8-6 of Section
8.4.4 of the DAMP.
(Ord. 1480 § 4, 2012)