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PART 1 - GENERAL
1.1 Scope: The work covered in this section includes furnishing
all labor, material, equipment and incidents to install complete and
ready for operation, a corrugated plate oil water separation device as
shown on drawings and as specified herein.
1.2 APPLICABLE PUBLICATIONS: The publications listed below form a
part of this specification to the extent referenced. The publications
are referred to in the text by the basic designation only.
American National Standards Institute (ANSI) Publication:
B16.1 Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250 and 800
American Society for Testing and Materials (ASTM) Publications:
A-36 Structural Steel
A-53 Pipe, Steel, Black and Hot Dipped, Zinc Coated, Welded Seamless A283 Low and Intermediate Steel Plate of Structural Quality American Welding Society (AWS) Publications:
D1.1-84 Structural Welding Code, Steel
A5.1 Mild Steel Arc-Welding Electrodes Standard Welding Terms and Definitions
Standard Welding Symbols
Steel Structures Painting Council (SSPC) Publication:
SSPC-SP-10 Near White
American Institute of Steel Construction (AISC) Steel Construction Manual, 8th Edition
1.3 SUBMITTALS:
1.3.1 Contracting officer will review and approve all submittals.
1.3.2. Submit the following before fabrication
1.3.2.1 Shop Drawings: Shop drawings for oil water separator and
accessory equipment including principle dimensions and location of
fittings. Data shall include weight and distribution of weight with the
unit empty and filled with water.
1.3.2.2 Test results, signed by the manufacturer, which indicate
the oil water separator is capable of handling specified effluent
concentration, pH, fluid temperature and concentration of oil and
grease. Tests on this model shall have been done within the last 3
years.
1.3.2.3 Provide calculations of oil water separator loading rate at the design flow rate.
1.3.3 Submit the following after fabrication:
1.3.3.1 Verification:
1.4 MANUFACTURER’S SERVICE REPRESENTATIVE'S REPORT AND
CERTIFICATE: Submit service representative's complete signed report of
results of the inspection, operation, adjustment, and tests. Report
shall include detailed descriptions of points inspected, tests and
adjustments made, quantitative results obtained if such are specified,
and suggestions for precautions to be taken to ensure proper
maintenance. Include the manufacturer’s certificate that equipment
conforms to specified requirements and is ready for permanent operation
and that nothing in installation will render manufacturer's warranty
null and void.
1.5 DELIVERY, STORAGE, AND HANDLING MATERIALS:
1.5.1 Delivery and Storage: Inspect materials delivered to site
for damage; unload and store with minimum handling. Store materials on
site in enclosures or under protective coverings. Protect materials not
suitable for outdoor storage to prevent damage during periods of
inclement weather, including subfreezing temperatures, precipitation,
and high winds. Store materials susceptible to deterioration by direct
sunlight under cover and avoid damage due to high temperatures. Do not
store materials on ground. Store and protect materials according to
manufacturer recommendations.
1.5.2 Handling: Handle the oil water separator in such a manner as
to ensure delivery to final location in sound, undamaged condition.
Take special care not to damage interior and exterior surfaces of the
inclined plate clarifier. Make satisfactory repairs to damaged
material(s) at no cost. Carry and do not drag materials. Handle the oil
water separator according to manufacturers information.
1.6 QUALITY ASSURANCE:
1.6.1 Inspection: Examine each component of the oil water
separator for compliance with requirements specified. Redesign or
modification of equipment to comply with specified requirements, or
necessary redesign or modification following failure to meet specified
requirements, shall receive particular attention for adequacy and
suitability. This element of inspection shall encompass visual
examinations and dimensional measurements. Noncompliance with specified
requirements, or presence of one or more defects preventing or
lessening maximum efficiency of the oil water separator’s operation,
shall constitute cause for rejection.
1.7 WELDER QUALIFICATIONS:
1.7.1 Welders shall be previously qualified by passing the tests
prescribed in the AWS Standard Qualification Procedure, or by passing
such other tests as the Engineer may accept.
1.7.2 Welders shall have been tested within the past twenty four
months and their qualifications shall be considered as remaining in
effect unless the welder is not engaged in a given process of welding
for a period exceeding six months.
PART 2 - OIL/WATER SEPARATOR DESIGN CRITERIA AND MANUFACTURING SPECIFICATIONS
2.1 Oil/Water Separator Applications & Performance
2.1.1 Applications: The oil water separator shall be used to
separate entrained oil droplets from a wastewater stream having a flow
rate of * gallons per minute. The unit is baffled to
dissipate hydraulic flow through the system. A sand trap is
incorporated in the inlet baffle compartment to collect and allow for
removal of heavy settleable solids.
The oil droplets coalesce from entrainment as the laminar flow
moves through the corrugated plates. The oil collects on the ceiling of
the flow channel, coalesces into larger droplets and flows upward due
to the differential in specific gravity of the oil and water mixture.
*COMPLETE BLANKS FROM ATTACHED CHART 2.1.2 Performance: The oil water separator shall remove 100% of
oil droplets 60 micron or larger at the designed flow rate.
Calculations showing flow rate, plate pack area oil droplet buoyancy
shall be provided to demonstrate that the specified oil water separator
will remove 100% of oil droplets larger than 60 microns.
2.2 OIL WATER SEPARATOR Manufacturing specification
2.2.1 The manufacturer of the oil water separator and related
components shall have been manufacturing oil water separators of the
following specified design for at least five years. The oil water
separator and components shall be fabricated and assembled at the steel
fabrication facility owned and operated by the manufacturer.
Sandblasting and coating operations shall also be performed at the
manufacturers’ facility. The manufacturer shall maintain a quality
control staff to perform quality assurance checks during fabrication
and assembly.
2.2.2 Corrugated plates shall be set at a minimum of 45 degrees
above the horizontal plane and the space between plates shall be at
least 0.75 inches.
2.2.3 The maximum flow rate through the inclined plate pack shall
not exceed 0.40 gallons per minute per square foot of horizontal
projected area. (Horizontal projected area of an inclined plate set at
45° is 70% of the total surface area).
2.2.4 To ensure full utilization of all plate areas. Velocities
through the unit shall be kept below 1 FPS. Flow velocity calculation
shall be submitted for feed ducts, feed bay and plate separators.
2.2.5 The oil water separator shall be provided with minimum 4 inch freeboard at design flow rate.
2.2.6 The minimum plate spacing shall be 0.75 inches. Plates shall
be fabricated of fiber reinforced plastic. The plates shall be
supported by dividers constructed of stainless steel, Teflon or molded
plastic inserts.
2.2.7 The plates shall be a minimum of 0.06 inches thick FRP. The
plates shall have a resin rich surface to prevent fiber show. The
plates shall be produced by contact molding or machine extrusion, "hand
or spray lay-up fabrication" will not be acceptable.
2.2.8 The plates shall be 42" wide supported on the sides and
center, such that unsupported distances shall not exceed 12". Settling
plates wider than 48" shall be supported on 12" center or provide
documentation and test results that the plates will withstand a load of
100% filled with sludge, specific gravity 1.4 or above, with all water
drained from the separator, without plate collapsing. Manufacturer
shall provide a minimum of five installation references with at least
five years service without failure.
2.2.9 Gasket materials utilized in the plate construction shall be
Viton or Teflon. All assembly clips shall be constructed of Teflon.
2.2.10 Inlet and outlet shall be flanged connections drilled to ANSI B16.1.
2.2.11 The oil overflow weir and the final effluent weir shall have adjustable weir plates.
2.2.12 All outlets shall be flanged fittings and there shall be
outlets for the sand trap, sludge collection area, oil collection weir
and final effluent.
2.2.13 The unit shall be equipped with a cover constructed in
easily removal sections and at least one section shall have a 4" flange
to vent accumulated gases.
2.3 STRUCTURAL:
2.3.1 All structural and tank steel stresses shall be within the
allowable limits shown in the Steel Construction Manual of the American
Institute of Steel Construction, Eighth Edition.
2.3.2 The unit to be structurally designed for installation in Seismic Zone
* in accordance with 1998 Uniform Building Code.
2.3.3 Oil Water Separator shall be fabricated from ASTM A-36 steel.
2.3.4 All exterior welds shall be continuous seal weld or the weld must be caulked before surface coating.
2.4 TESTING:
2.4.1 All seal welds shall be visually checked for continuity, pinholes, and voids.
2.4.2 The entire unit shall be shop-hydrostatically tested. Documentation of hydrostatic test shall be provided.
2.5 SURFACE PREPARATION AND COATING
2.5.1 Surface Preparation: The steel surfaces must be dry and
clean in accordance with the following requirements. Remove all grease,
oils and contaminants as outlined in SSPC SP1. Remove all weld splatter
and grind burrs on cut edges and rough welds smooth. Blast clean all
surfaces after fabrication in accordance with SSPC SP10 with profile
depth of 1.5-2.0 mils. Apply first primer before any rust bloom forms.
2.5.2 Caulking: All exterior non-seal welding joints shall be filled with rubber caulking before painting.
2.5.3 Exterior Surfaces:
Shop First Coat: Apply one coat average dry film thickness of two
mils minimum, of a high-build catalyzed epoxy. Apply to all steel
surfaces except the areas within 2 inches adjacent to field welds and
surfaces specified to be hot-dip galvanized. The paint shall be Hempel
4563U.
Shop Finish Coat: Apply one coat average dry film thickness of 1.0
mils minimum, of a polyurethane paint. Recoat at time interval
recommended by the manufacturer, the final coat shall be Hempel 5595U.
Third Coat: Field touch-up of damaged and unpainted areas shall be
the same as specified first and second coats at the same film thickness.
The total dry film thickness shall be an average of 4 mils.
2.5.4 Interior Surfaces:
Shop First Coat: Apply one coat average, dry film thickness of
four mils, of an immersion grade high-build catalyzed epoxy. Apply to
all steel surfaces except the areas within 2 inches adjacent to field
welds and surfaces specified to be hot-dip galvanized. The paint shall
be Hempel 15409.
Shop Finish Coat: Apply one coat average, dry film thickness of 4
mils, of an immersion grade high-build catalyzed epoxy. Recoat at time
interval recommended by the manufacturer, the final coat shall be
Hempel 15409.
Third Coat: Field touch-up of damaged and unpainted areas shall be
the same as specified first and second coats at the same film
thickness. (Liquid Contact).
The dry film thickness shall be an average of 6 mils.
*COMPLETE BLANKS FROM ATTACHED CHART PART 3 - DELIVERY, STORAGE AND HANDLING MATERIALS
3.1 Delivery and Storage: Inspect materials delivered to site for
damage; unload and store with minimum handling. Store materials on-site
in enclosures or under protective coverings. Protect materials not
suitable for outdoor storage to prevent damage during periods of
inclement weather, including subfreezing temperatures, precipitation
and high winds. Store material susceptible to deterioration by direct
sunlight under cover and avoid damage due to high temperatures. Do not
store materials directly on ground. If special precautions are
required, prominently and legibly stencil instruction for such
precautions on outside of equipment or its crating. Store and protect
materials according to manufacturers recommendations.
3.2 Handling: Handle the oil water separator in such a manner as
to ensure delivery to final location in sound, undamaged condition.
Take special care not to damage interior and exterior surfaces of oil
water separator and associated supports and pipe coatings or linings.
Make satisfactory repairs to damaged material(s) at no cost. Carry and
do not drag materials. Handle oil water separator according to
manufacturers information.
PART 4 - EXECUTION
4.1 Installation: Oil water separator to be installed as indicated
and as recommended by the manufacturer. Equipment delivered to the site
in advance of installation to be stored per the manufacturer’s
requirements. Make all connections as required to make the oil water
separator fully operational. Do not weld tank surfaces, interior or
exterior, it will permanently damage the interior lining. If welding
has inadvertently occurred, the interior surface affected shall be
abrasively ground to white metal and two coats of Hempel 15409 applied,
with air dry between coatings.
4.2 Field Inspection Services: Examine each component of the oil
water separator for compliance with requirements specified. Redesign or
modification of equipment to comply with specified requirements, or
necessary redesign or modification following failure to meet specified
requirements, shall receive particular attention for adequacy and
suitability. This element of inspection shall encompass visual
examinations and dimensional measurements. Noncompliance with specified
requirements, or presence of one or more defects preventing or
lessening maximum efficiency of the oil water separator operation,
shall constitute cause for rejection.
4.3 Start-Up Testing: Manufacturer’s field representative shall
inspect and test unit and certify that the installation has been
performed in accordance with manufacturer’s recommendations and that
the system is ready for operation by others. Inspection shall consider,
but not be limited to, the following:
PART 5 - SUGGESTED MANUFACTURER:
The oil water separator shall be model number #
* manufactured by:
Hoffland Environmental, Inc.
10391 Silver Springs Road Conroe, Texas 77303 (936) 856-4515 phone / (936) 856-4589 fax e-mail: [email protected] *Model Number
*
*Check following page for alternates. *COMPLETE BLANKS FROM ATTACHED CHART HOFFLAND ENVIRONMENTAL, INC.
OIL / WATER SEPARATOR
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