Yuba City City Council
June 16, 2026

May, 2026 03300-17 Septage Hauling and Receiving Station Final

1. Green Concrete:
a. No heavy loading of or drilling of epoxy anchors on or in green concrete will be permitted.
b. Green concrete is defined as concrete with less than 100 percent of the specified strength.

2. No backfill shall be placed against concrete walls until the concrete has reached the specified strength and the connecting slabs and beams have been cast and have reached the specified strength.

3. Use construction methods, sequencing, and allow time for concrete to reach adequate strength to prevent overstress of the concrete structure during construction.

H. Curing Concrete:

1. General:
a. Cure concrete by methods specified in this Section.
b. Cure concrete minimum of 7 days.
c. Cure concrete to be painted with water or plastic membrane. d. Do not use curing compound on concrete surfaces that are to receive paint or upon which any material is to be bonded.
e. Water cure or plastic membrane cure concrete slabs which are specified to be sealed by concrete sealer.
f. Cure other concrete by water curing or sprayed curing membrane at the CONTRACTOR's option.
g. Floor slabs may be cured using plastic membrane curing.

2. Water Curing:
a. Keep surfaces of concrete being water cured constantly and visibly moist day and night for period of not less than 7 days.
b. Each day forms remain in place may count as 1 day of water curing. c. No further curing credit will be allowed for forms in place after contact has once been broken between concrete surface and forms.
d. Do not loosen form ties during period when concrete is being cured by leaving forms in place.
e. Flood top of walls with water at least 3 times per day, and keep concrete surfaces moist at all times during 7 day curing period.

3. Sprayed Membrane Curing:
a. Apply curing compound to concrete surface after repairing and patching, and within 1 hour after forms are removed.
b. If more than 1 hour elapses after removal of forms, do not use membrane curing compound, but apply water curing for full curing period. c. If surface requires repairing or painting, water cure such concrete surfaces. d. Curing Compound:
1) Do not remove curing compound from concrete in less than 7 days. 2) Curing compound may be removed only upon written request by the CONTRACTOR and acceptance by the ENGINEER, stating what measures are to be performed to adequately cure structures. 3) Take care to apply curing compound in area of construction joints to see that curing compound is placed within construction joint silhouette. 4) Remove curing compound placed within construction joint silhouette by heavy sandblasting prior to placing any new concrete.
5) CONTRACTOR's Option: Instead of using curing compound for curing of construction joints such joints may be water cured.
6) Apply curing compound by mechanical, power operated sprayer and mechanical agitator that will uniformly mix all pigment and compound. 7) Apply compound in at least 2 coats.

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8) Apply each coat in direction 90 degrees to preceding coat. 9) Apply compound in sufficient quantity so that concrete has uniform appearance and that natural color is effectively and completely concealed at time of spraying.
10) Continue to coat and recoat surfaces until specified coverage is achieved and until coating film remains on concrete surfaces. 11) Thickness and Coverage of Compound: Provide compound having film thickness that can be scraped from surfaces at any and all points after drying for at least 24 hours.
12) The CONTRACTOR is cautioned that method of applying curing compound specified herein may require more compound than normally suggested by manufacturer of compound and also more than is customary in the trade.
13) Apply amounts specified herein, regardless of manufacturer's recommendations or customary practice, if curing compound is used in place of water curing.
14) If the CONTRACTOR desires to use curing compound other than specified compound, coat sample areas of concrete wall with proposed compound and also similar adjacent area with specified compound in specified manner for comparison.
a) If proposed sample is not equal or better, in opinion of the ENGINEER, in all features, proposed substitution will not be allowed.
15) Prior to final acceptance of the work, remove, by sandblasting or other acceptable method, any curing compound on surfaces exposed to view, so that only natural color of finished concrete is visible uniformly over entire surface.

4. Plastic Membrane Curing:
a. Polyethylene film may be used to cure slabs. Seal joints and edges with small sand berm.
b. Install plastic membrane as soon as concrete is finished and can be walked on without damage.
c. Keep concrete moist under plastic membrane.

3.02 CONCRETE FINISHING
A. Provide concrete finishes in accordance with Section 03366 and the Concrete Finish Schedule indicated on the Drawings.

B. Edges of Joints:

1. Provide joints having edges as indicated on the Drawings.

2. Protect wall and slab surfaces at edges against concrete spatter and thoroughly clean upon completion of each placement.

C. Surface Sealant System: Apply as recommended by manufacturer published instructions. Where concrete continues to sweat or leak, apply additional coats of surface sealant until the sweating or leaks stop.

1. Apply Surface Sealant to the Following Surfaces:
a. None.

D. Concrete Sealer:

1. Surfaces to Receive Sealer:
a. Interior and exterior slabs and walls.
b. Interior and exterior concrete slabs and walls in trenches.

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2. Floors and Slabs to Receive Sealer: Also, as specified in Division 9 on finish schedule.

3. Seal Floors:
a. All Floor Slabs Except for the Following:
1) Those indicated on the Drawings to receive seamless Floor surfacing.

4. Apply Sealant:
a. Apply sealant at coverage rate not to exceed 500 square feet per gallon. b. Apply as soon as slab or floor will bear weight.
c. Sealer:
1) Before applying sealer, sweep entire surface clean with very soft bristled brush which will not mark finish.
2) Apply sealer with large, clean, mop type applicator. 3) Paint rollers are not acceptable.
4) Workmen shall wear flat soled shoes which will not mark or scar surface.
5) Do not allow traffic on floors and slabs until sealer has dried and hardened.

3.03 FIELD QUALITY CONTROL
A. CONTRACTOR Responsibilities:

1. During progress of construction, the CONTRACTOR shall have tests made to determine whether the concrete, as being produced, complies with requirements specified.
a. CONTRACTOR shall perform his own quality control testing to satisfy himself materials meet project requirements. CONTRACTOR relies on OWNER test results at his sole risk and is responsible to ensure all materials meet project requirements independent of OWNER's testing.

2. Test slump of concrete using slump cone in accordance with requirements of ASTM C143.
a. Furnish test equipment.
b. Do not use concrete that does not meet specification requirements in regards to slump, but remove such concrete from project site.
c. Test slump at the beginning of each placement, as often as necessary to keep slump within the specified range, and when requested to do so by the ENGINEER.

3. Contractor shall make accommodations for all OWNER testing.

4. Make provisions for and furnish concrete for test specimens, and provide manual assistance to the ENGINEER in preparing said specimens.

5. Assume responsibility for care of and providing of curing conditions for test specimens in accordance with ASTM C 31.

6. Do not use concrete that does not meet Specification requirements as to air entrainment and shall remove such concrete from project site.

B. Testing by OWNER:

1. Tests will be performed in accordance with ASTM C31, ASTM C39, and ASTM C172.

2. The Inspector shall make and deliver test cylinders to the laboratory and testing expense will be borne by the OWNER.

3. Required Number Cylinders as noted below or as set by the Construction Manager:
a. Not less than 5 cylinder specimens, 6 inch diameter by 12 inch long, will be tested for each 150 cubic yards of each class of concrete with minimum of

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5 four specimens for each class of concrete placed and not less than 5 specimens for each half day's placement.
b. One cylinder will be broken at 7 days and 2 at 28 days and 1 held in reserve.

4. Air Entraining Admixture:
a. Test percent of entrained air in concrete at beginning of each placement, as often as necessary to keep entrained air within specified range, and when requested to do so by the ENGINEER.
b. Provide test equipment.
c. Test air entrainment in concrete in accordance with ASTM C173. d. The ENGINEER may at any time test percent of entrained air in concrete received on project site.

C. Enforcement of Strength Requirement:

1. Concrete is expected to reach higher compressive strength than that which is indicated in Table A as specified compressive strength f'c.

2. Strength Level of Concrete: Will be considered acceptable if following conditions are satisfied.
a. Averages of all sets of 3 consecutive strength test results is greater or equal to specified compressive strength f'c.
b. No individual strength test (average of 2 cylinders) falls below specified compressive strength f'c by more than 500 pounds per square inch. c. Whenever one, or both, of 2 conditions stated above is not satisfied, provide additional curing of affected portion followed by cores taken in accordance with ASTM C 42 and ACI 318 and comply with following requirements:
1) If additional curing does not bring average of 3 cores taken in affected area to at least specified compressive strength f'c, designate such concrete in affected area as defective.
2) The ENGINEER may require the CONTRACTOR to strengthen defective concrete by means of additional concrete, additional reinforcing steel, or replacement of defective concrete, all of the CONTRACTOR's expense.

3.04 ADJUSTING
A. Repair of Defective Concrete:

1. Remove and replace or repair defective work.

2. Correct defective work as specified in this Article.

3. Do not patch, repair, or cover defective work without inspection by the ENGINEER.

4. Provide repairs having strength equal to or greater than specified concrete for areas involved.
a. Chip out and key imperfections in the work and make them ready for repair.

5. Dry Pack Method:
a. Dry Pack Method: Use for holes having depth nearly equal to or greater than least surface dimension of hole, for cone-bolt, and narrow slots cut for repair. b. Smooth Holes: Clean and roughen by heavy sandblasting before repair.

6. Mortar Method of Replacement: Use for following:
a. Holes too wide to dry pack and too shallow for concrete replacement. b. Comparatively shallow depressions, large or small, which extend no deeper than reinforcement nearest surface.

7. Concrete Replacement:
a. Use: When holes extend entirely through concrete section or when holes are more than 1 square foot in area and extend halfway or more through the section.

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b. Method of Repair for Surfaces of Set Concrete to be Repaired: First coat with epoxy bonding agent.

8. Acceptable Method of Concrete Repair:
a. Make no repair until the ENGINEER has accepted method of preparing surfaces and proposed method of repair.

END OF SECTION

May, 2026 03366-1 Septage Hauling and Receiving Station Final
SECTION 03366

TOOLED CONCRETE FINISHES
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Tooled concrete finishes.

1.02 QUALITY ASSURANCE
A. Mock-ups:

1. Test Panels for Concrete Finishes:
a. Prepare test panels for F4 and F5 finishes and tie-hole repairs for review by ENGINEER.
b. Accepted panels shall serve as standard of quality and workmanship for project.

2. Test Panels Showing Horizontal and Vertical Joints: Prepare test panel showing horizontal and vertical joints proposed for project for review by the ENGINEER.

Refer to finishes as specified in this Section.

3. Test Panels Indicating Methods for Making Concrete Repairs: Prepare test panels for proposed repairs at beginning of project for review by ENGINEER. a. Panels shall serve as standard for repairs during the project.

1.03 DELIVERY, STORAGE, AND HANDLING
A. Packing and Shipping:

1. Deliver and store packaged materials in original containers until ready for use.

PART 2 PRODUCTS

2.01 MIXES
A. Mortar Mix for F4 Finish: Consist of 1 part cement and 1-1/2 parts of fine sand passing Number 100 screen, mixed with enough water and emulsified bonding agent to have consistency of thick cream.

B. Mortar Mix for F5 Finish: Consist of 1 part cement to 1-1/2 parts of sand which passes Number 16 screen.

PART 3 EXECUTION

3.01 CONCRETE FINISHING
A. Cement for Finishes:

1. Addition of white cement may be required to produce finish which matches color of concrete to be finished.

B. Vertical Concrete Surfaces: For vertical surfaces, use the finishes specified below:

1. F1 Finish: No special treatment other than repair defective work and fill depressions 1 inch or deeper and tie holes with mortar after removal of curing membrane.

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2. F2 Finish: No special treatment other than repair defective work, remove fins, fill depressions 1/2 inch or deeper and tie holes with mortar after removal of curing membrane.

3. F3 Finish: Repair defective work, remove fins, offsets, and curing membrane, and grind projections smooth. Fill depressions 1/4 inch or larger in depth or width and tie holes with mortar after removal of curing membrane.

4. F4 Finish:
a. Same as specified for F3 Finish, and, in addition fill depressions and holes 1/16 inch or larger in width with mortar.
b. "Brush-Off" sandblast surfaces prior to filling holes to expose all holes near surface of the concrete.
c. Thoroughly wet surfaces and commence filling of pits, holes, and depressions while surfaces are still damp.
d. Perform filling by rubbing mortar over entire area with clean burlap, sponge rubber floats, or trowels.
e. Do not let any material remain on surfaces, except that within pits and depressions.
f. Wipe surfaces clean and moist cure.

5. F5 Finish: Receive same finish specified for F3 Finish, and, in addition, receive special stoned finish, in accordance with following requirements:
a. Remove forms and perform required repairs, patching, and pointing as specified in this Section.
b. Wet surfaces thoroughly with brush and rub with hard wood float dipped in water containing 2 pounds of portland cement per gallon. c. Rub surfaces until form marks and projections have been removed. d. Spread grindings from rubbing operations uniformly over surface with brush in such manner as to fill pits and small voids.
e. Moist-cure brushed surfaces and allow to harden for 3 days. 1) After curing, obtain final finish by rubbing with carborundum stone of approximately Number 50 grit until entire surfaces have smooth texture and are uniform in color.
2) Continue curing for remainder of specified time.
f. If any concrete surface is allowed to become too hard to finish in above specified manner, sandblast and wash related surfaces exposed to view, whether finished or not.
1) While still damp, rub over surface, plastic mortar, as specified for brushed surfaces and handstoned with Number 60 grit carborundum stone, using additional mortar for brushed surfaces until surface is evenly filled without an excess of mortar.
2) Continue stoning until surface is hard.
3) After moist curing for 3 days, make surface smooth in texture and uniform in color by use of Number 50 or Number 60 grit carborundum stone.
4) After stoning, continue curing until 7 day curing period is completed.

C. Horizontal Concrete: After proper and adequate vibration and tamping, use following finishes for horizontal concrete surfaces:

1. S1 Finish: Screeded to grade and leave without special finish.

2. S2 Finish: Smooth steel trowel finish.

3. S3 Finish: Steel trowel finish free from trowel marks. Provide smooth finish free of all irregularities.

4. S4 Finish: Steel trowel finish, without local depressions or high points, followed by light hairbroom finish. Do not use stiff bristle brooms or brushes. Perform brooming parallel to slab-drainage. Provide resulting finish that is rough enough to provide

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nonskid finish. Finish shall be subject to review and acceptance by the ENGINEER.

5. S5 Finish: Nonslip abrasive: After concrete has been screeded level and hardened enough to support man standing on a board, sprinkle abrasive from shake screen into surface at uniform rate of 25 pounds for each 100 square feet of surface area, wood float into finish, then trowel abrasive into surface with steel trowel properly exposing abrasive in surface as required to provide nonslip surface.

D. Concrete Floor Surfaces to Which Surfacing Material Is Applied: Finish smooth with tolerance within 1/8 inch in 10 feet in any direction from lines indicated on the Drawings.

3.02 CONCRETE FINISHING
A. Finish concrete surfaces as indicated on the Drawings. Where not specified or indicated on the Drawings, finish surfaces as follows:

1. S3 Finish for Following Horizontal Surfaces:
a. Top of interior concrete slabs and walls.

2. S4 Finish for Following Horizontal Surfaces:
a. Top of exterior concrete slabs and walls.

3. F5 Finish for the Following Vertical Surfaces:
a. All exposed exterior or interior vertical concrete surfaces and submerged concrete surfaces to 2 feet below the submerged line.

4. F4 Finish for the Following Vertical Surfaces:
a. All submerged vertical concrete surfaces not receiving an F5 finish.

END OF SECTION

May, 2026 03600-1 Septage Hauling and Receiving Station Final
SECTION 03600
GROUTS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes:

1. Concrete mortar.

2. Grout.

3. Drypack mortar.

4. Nonshrink grout.

5. Epoxy grout.

6. Non-shrink epoxy grout.

B. Related Sections:

1. Section 03071 - Epoxies.

1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):

1. C109 - Test Method for Compressive Strength of Hydraulic Cement Mortars (using 2 inch or 50 millimeter cube specimens).

2. C531 - Test Method for Liner Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.

3. C579 - Test Method for Compressive Strength of Chemical-Resistant Mortars and Monolithic Surfacings.

4. C827 - Test Method for Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixtures.

5. C939 - Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method).

6. C1090 - Test Method for Measuring Change in Height of Cylindrical Specimens from Hydraulic-Cement Grout.

7. C1107 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink).

8. C1181 - Test Methods for Compressive Creep of Chemical-Resistant Polymer Machinery Grouts.

1.03 SUBMITTALS
A. Nonshrink Grout and Non-shrink Epoxy Grout: Submit manufacturer's literature and certified test data prior to installation.

1.04 DELIVERY, STORAGE, AND HANDLING
A. All materials shall be delivered to the jobsite in their original, unopened packages or containers, clearly labeled with the manufacturer's product identification and printed instructions.

B. All materials shall be stored in a cool dry place and in accordance with the manufacturer's recommendations.

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C. All materials shall be handled in accordance with the manufacturer's instructions.

1.05 PROJECT/SITE CONDITIONS
A. Refer to manufacturer's literature or contact the manufacturer for any special physical or environmental limitations that may be required for use of products.

1.06 WARRANTIES
A. Non-shrink Grout: The manufacturer shall warranty that the non-shrink grout will never go below its initial placement volume when tested in accordance with ASTM C1107.

B. Non-shrink Epoxy Grout: The manufacturer shall warranty that non-shrink epoxy grout will show negligible shrinkage or expansion when tested in accordance with ASTM C 531.

PART 2 PRODUCTS

2.01 MATERIALS
A. Concrete Mortar:

1. General: Consist of concrete mixture with coarse aggregate removed and water quantity adjusted as required.

2. At Exposed Concrete Surfaces Not to Be Painted or Submerged in Water: White cement.

B. Grout:

1. Consist of mixture of Portland cement and sand.

C. Dry-pack Mortar:

1. Consist of mixture of Portland cement and sand.

D. Non-shrink Grout:

1. Non-shrink grout shall be a preportioned and prepackaged cement-based mixture.

It shall contain no metallic particles such as aluminum powder and no metallic aggregate such as iron filings. It shall require only the addition of potable water.

2. Potable water for pre-soaking, mixing, and curing shall be clean and free of oils, acids, alkalies, organics, and any other deleterious matter.

3. Bleeding: Non-shrink grout shall be free from the emergence of mixing water from within or the presence of water on its surface.

4. Non-shrink grout shall be in accordance with ASTM C1107.

5. Consistency: Non-shrink grout shall remain at a minimum flowable consistency for at least 45 minutes after mixing at 45 degrees Fahrenheit to 90 degrees Fahrenheit when tested in accordance with ASTM C230. If at a fluid consistency, it shall be verified in accordance with ASTM C939.

6. Dimensional Stability (height change): Non-shrink grout shall be in accordance with ASTM C1107, volume-adjusting Grade B or C at 45 degrees to 90 degrees. It shall show 90 percent or greater bearing area under bases or baseplates.

7. Compressive Strength: Non-shrink grout shall show minimum compressive strengths at 45 degrees Fahrenheit to 90 degrees Fahrenheit in accordance with ASTM C1107 for various periods from the time of placement, including 5,000 pounds per square inch at 28 days when tested in accordance with ASTM C109 as modified by C1107.

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8. Manufacturers: One of the following or equal:
a. Five Star Products, Inc., Fairfield, CT, Five Star Grout. b. Master Builders Solutions, Shakopee, Minesota, Masterflow 928.

E. Epoxy Grout:

1. Consist of Ready to mix, pre-portioned kit, non-shrink, moisture-tolerant, corrosion and impact resistant, stress and chemical resistant and excellent flowability.

2. Application Life 90 minutes.

3. Flexural Strength (ASTM C-580) 7 day; Flexural Strength (Modulus of Reupture 4000 psi and Tangent Modulus of Elasticity 1.30x106 psi.

4. Tensile Properties (ASTM C-307) 7 day 2,300 psi.

5. Water Absorption (ASTM C-307 7 day (2 hour boil) 0.04%.

6. Bond Strength (ASTM C-882 modified) 7 day 4,200 psi

7. Compressive Strength (ASTM C-579B) 7 day 14,900 psi at 73 degrees F

8. Manufactures: the following or equal:
a. Sika, Lyndhurst, NJ, Sikadur 42 Grout Pack
F. Non-shrink Epoxy Grout:

1. Non-shrink epoxy grout shall be a 100 percent solids, premeasured, prepackaged system containing a two-component thermosetting epoxy resin and inert aggregate.

2. Consistency: Non-shrink epoxy grout shall maintain a flowable consistency for at least 45 minutes at 70 degrees Fahrenheit.

3. Dimensional Stability (height change):
a. Non-shrink epoxy grout shall have negligible shrinkage or expansion (less than 0.0006 in/in) when tested in accordance with ASTM C531.

4. Compressive Strength: Non-shrink epoxy grout shall show a minimum compressive strength of 10,000 pounds per square inch at 24 hours and 14,000 pounds per square inch at 7 days when tested in accordance with ASTM C579, Method B.

5. Compressive Creep: The compressive creep for non-shrink epoxy grout shall not exceed 0.0027 in/in when tested under a 400 pounds per square inch constant load at 140 degrees Fahrenheit in accordance with ASTM C1181.

6. Thermal Capability: The coefficient of thermal expansion for non-shrink epoxy grout shall not exceed 0.000018 inches per inch per degree Fahrenheit when tested under ASTM C531, Method B.

7. Manufacturers: One of the following or equal:
a. Five Star Products, Inc., Fairfield, CT, Five Star Epoxy Grout. b. BASF, Shakopee, Minesota, Masterflow 648 CP Plus.

2.02 MIXES
A. Concrete Mortar Mix:

1. Use water-cement ratio that is no more than that specified for concrete being repaired.

2. At Exposed Concrete Surfaces Not to Be Painted or Submerged in Water: Use sufficient white cement to make color of finished patch match that of surrounding concrete.

B. Grout Mix:

1. For Concrete Repair: Mix in same proportions used for concrete being repaired, with only sufficient water to give required consistency for spreading.

2. For Spreading over the Surfaces of Construction or Cold Joints: Mix with no more water used than allowed by water-cement ratio specified for concrete.

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3. For Other Applications: Mix in proportions by weight of one part cement to four parts of concrete sand.

C. Dry-pack Mortar Mix: Use only enough water so that resulting mortar will crumble to touch after being formed into ball by hand.

D. Non-shrink Grout: Mix in accordance with manufacturer's installation instructions such that resulting mix has fluid or flowable consistency and is suitable for placing by pouring.

E. Epoxy Grout:

1. Mix in accordance with manufacturer's installation instructions for mixing.

2. Ready to mix, pre-portioned kit.

F. Non-shrink Epoxy Grout: Mix in accordance with manufacturer's installation instructions.

PART 3 EXECUTION

3.01 EXAMINATION
A. Inspect concrete surfaces to receive grout or mortar and verify that they are free of ice, frost, dirt, grease, oil, curing compounds, paints, impregnations and all loose material or foreign matter likely to affect the bond or performance of grout or mortar.

B. Inspect baseplate and anchor systems for rust, oil, and other deleterious substances that may affect the bond or performance of grout.

C. Confirm that newly placed concrete has been cured sufficiently to attain its design strength and limit further shrinkage.

D. Verify that temperature of cementitious or epoxy grout does not exceed manufacturer's recommendations.

3.02 PREPARATION
A. Surface Preparation:

1. Roughen all concrete surfaces by heavy sandblasting, chipping, or other mechanical means to assure bond. Loose or broken concrete shall be removed.

2. All grease, oil, dirt, curing compounds, laitance, and other deleterious materials that may affect bond that were identified in the inspection process shall be completely removed from concrete and bottoms of baseplates. All metal surfaces should have a 2 to 3 mil peak-to-valley profile for epoxy grouts.

3. For cementitious mortars and grouts, concrete surfaces shall be saturated surface dry. Any standing water shall be removed prior to placing grouts.

4. For epoxy grouts, do not wet concrete surfaces with water. Instead, where required, wet surfaces with epoxy for horizontal work or epoxy gel for vertical or overhead work prior to placing epoxy grouts.

B. Forms and Headboxes for Grouts (Cementitious or Epoxy):

1. Forms for grouts shall be built of material with adequate strength to withstand the placement of grouts.

2. Forms must be rigid and liquid tight. All cracks and joints shall be caulked with an elastomeric sealant. All forms shall be lined with polyethylene for easy grout

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release. Forms carefully waxed with two coats of heavy-duty paste wax shall also be acceptable.

3. Forms shall be 4 to 6 inches higher than the baseplate on one side of the baseplate configuration when using head pressure for placement.

4. A sufficient number of headboxes shall be built to facilitate placement of grouts.

5. Air relief holes a minimum 1/8 inch in diameter shall be provided when required by a baseplate configuration to avoid entrapping air underneath.

3.03 APPLICATION
A. Cement Mortar and Grout:

1. For Defective Concrete Repair:
a. Filling: Filling of voids around items through the concrete. b. Grout Spreading: Spread over construction joints, cold joints, and similar type items.

2. Concrete Surfaces:
a. Apply epoxy bonding agent to clean, roughened, and dry surfaces before placing mortar or grout.

3. Placing:
a. Exercise particular care in placing Portland cement mortar or grout since they are required to furnish structural strength or impermeable water seal or both. b. Do not use cement mortar or grout that has not been placed within 30 minutes after mixing.

B. Epoxy Grout:

1. Apply in accordance with manufacturer's installation instructions.

2. Use where specified herein or where indicated on the Drawings.

3.04 PLACEMENT
A. Grout shall only be installed after the final equipment alignment is correct and reviewed and accepted by the Engineer.

1. Grouts shall be mixed in accordance with the manufacturer's recommendations.

2. A mortar mixer with moving paddles shall be used for mixing grouts. For cementitious grouts, pre-wet the mixer and empty out excess water before beginning mixing.

3. Cementitious Grouts:
a. Non-shrink cementitious grout shall be added to a premeasured amount of water that does not exceed the manufacturer's maximum recommended water content.
b. Mix cementitious grouts per manufacturer's instructions for uniform consistency.
c. Grouts may be drypacked, flowed, or pumped into place. All baseplate grouting shall take place from one side of a baseplate to the other to avoid trapping air. Do not overwork grouts.
d. Do not retemper grout by adding more water after stiffening. e. Hydrostatic head pressure shall be maintained by keeping the level of the grout in the headbox above the bottom of the baseplate. The headbox should be filled to the maximum level and the grout worked down to top of baseplate.

4. Epoxy Grouts:
a. Mix the resin (A+B) with a low speed drill for 20-30 seconds. Insure that air is not entrapped during mixing.
b. Slowly add the C component to the mixed resin and mix for 3-5 minutes. c. Drum mixer/mortar mixer or other appropriately sized mixers can be used for

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1.5 cu. ft. packaging.
d. Once mixed, pour the material into the desired place, within the application life of the material.

3.05 CURING
A. Cementitious Grouts:

1. Grouts must be cut back to the lower edge of baseplates after reaching initial set.

Provide a 45 degree angle cut back.

2. Clean equipment and tools as recommended by the grout manufacturer.

3. Cure Grouts in accordance with manufacturer's specifications and recommendations. Keep grout moist for a minimum of 3 days. The method needed to protect grouts will depend on temperature, humidity, and wind. Wet burlap, a soaker hose, sun shading, ponding and, in extreme conditions, a combination of methods shall be employed.

4. Grouts shall be maintained above 40 degrees Fahrenheit until they have attained a compressive strength of 3,000 pounds per square inch or above 70 degrees Fahrenheit for a minimum of 24 hours to avoid damage from subsequent freezing.

B. Epoxy Grouts:

1. Cure grouts in accordance with manufacturers' specifications and recommendations. Do not wet cure epoxy grouts.

2. Consult the manufacturer for appropriate cure schedule. In no case should any surface in contact with grout be allowed to fall below 50 degrees Fahrenheit for a minimum of 48 hours after placement.

3. Equipment and tools shall be cleaned immediately with a strong liquid detergent and water solution before grout hardens.

3.06 FIELD QUALITY CONTROL
A. Contractor responsibilities:

1. Contractor is responsible to perform his own testing to ensure grout meets specification requirements. Contractor relies on testing results from Owner or Owner firm at his sole risk.

2. Make accommodations for any Owner directed testing.

B. Owner Responsibilities:

1. Owner may take samples and perform grout testing, including the following. a. Non-shrink cementitious grouts shall be tested for 24 hour compressive strength in accordance with ASTM C109.
b. Non-shrink grouts shall be tested for 24 hour compressive strength in accordance with ASTM C579 (Method B).

END OF SECTION

May, 2026 05120-1 Septage Hauling and Receiving Station Final
SECTION 05120

STRUCTURAL STEEL
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Structural steel including:

1. Structural steel shapes and plate.

2. Fasteners.

3. Welding.

4. Associated accessories.
a. All thread rods.
b. Anchor bolts.
c. Assembly bolts.
d. Chemical anchors.
e. Concrete anchors.
f. Deformed bar anchors.
g. Eyebolts.
h. Flush shells.
i. High strength all thread rods.
j. High strength bolts.
k. Powder actuated fasteners.
l. Studs.

1.02 REFERENCES
A. 2025 California Building Code (CBC)
B. American Institute of Steel Construction (AISC):

1. Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design.

C. American Society for Testing and Materials (ASTM):

1. A36/A36M - Specification for Structural Steel.

2. A53 - Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

3. A123 - Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

4. A167 - Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

5. A193 - Specification for Alloy-Steel and Stainless Steel Bolting Materials for HighTemperature Service.

6. A276 - Specification for Stainless Steel Bars and Shapes.

7. A307 - Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength.

8. A325 - Specification for High-Strength Bolts for Structural Steel Joints.

9. A489 - Specification for Carbon Steel Lifting Eyes.

10. A490 - Specification for Heat-Treated Steel Structural Bolts, 150 ksi Minimum Tensile Strength.

11. A496 - Specification for Steel Wire, Deformed, for Concrete Reinforcement.

12. A500 - Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

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13. A501 - Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.

14. A572 – Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel.

15. A992 -Specification for Structural Steel Shapes.

16. F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs.

17. F959 - Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners.

D. American Welding Society (AWS):

1. A 5.1 - Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding.

2. A 5.17 - Specification for Carbon Steel Electrodes and Fluxes for Submerged Arc Welding.

3. A 5.20 - Specification for Carbon Steel Electrodes for Flux Cored Arc Welding.

4. D 1.1 - Structural Welding Code - Steel.

5. D 1.4 – Structural Welding Code – Reinforcing Steel

6. D 10.4 - Recommended Practices for Welding Austenitic Chromium-Nickel Stainless Steel Piping and Tubing.

E. Steel Structures Painting Council (SSPC):

1. SSPC SP3 - Power Tool Cleaning.

F. 2025 California Building Code (CBC)
G. International Code Council (ICC):

1.03 SUBMITTALS
A. Quality Control Submittals:

1. Structural steel shop fabrication and erection drawings.

2. Design Data: Submit design of members to be fabricated before starting their fabrication.

B. Test Reports:

1. Certified copies of mill tests and analyses made in accordance with applicable ASTM standards, or reports from a recognized commercial laboratory, including chemical and tensile properties of each shipment of structural steel or part thereof having common properties.

2. Current International Conference of Building Officials Evaluation Report for chemical anchors.

3. Visible evidence of turning by a concrete anchor will be cause for ENGINEER to reject concrete anchors.

1.04 QUALITY ASSURANCE AND QUALITY CONTROL
A. Quality Assurance shall be provided as required by the CBC, AISC 360, and AISC 341.

1. Special Inspections and Tests requirements indicated in the CBC Chapter 17, and Quality Assurance requirements indicated in AISC 360 Chapter N and AISC 341 Chapter J, will be provided by and paid for by the Owner.

2. Structural Observations, if required by the Building Official or requested by the Owner, will be provided by and paid for by the Owner.

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3. Contractor Responsibility requirements indicated in the CBC Chapter 17 shall be provided by and paid for by the Contractor.

B. The Contractor shall be aware of all Quality Assurance requirements, and shall provide advance notice and full access to the Owner and Engineer to conduct the inspections, tests, and observations.

1. For inspections and tests at locations away from the project site, a minimum of 14 days’ notice shall be provided in writing.

2. For inspections, tests and observations at the project site, a minimum of 7 days’ notice shall be provided in writing.

3. The Contractor shall provide safe access, including fall protection equipment, to all locations necessary to conduct the inspections, tests, and observations.

C. The Contractor shall supply material for testing at no cost to the Owner and shall assist the Engineer in obtaining material for test samples.

D. The Contractor shall correct or repair all defective Work. All costs associated with corrections, repairs, and retesting shall be paid for by the Contractor.

E. Quality Control shall be provided as required by AISC 360 and AISC 341.

1. Quality Control requirements indicated in AISC 360 Chapter N and AISC 341 Chapter J shall be provided by and paid for by the Contractor.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Packing and Shipping: Deliver structural steel free from mill scale, rust, and pitting.

B. Storage and Protection: Until erection and painting, protect from weather items not galvanized or protected by a shop coat of paint.

PART 2 PRODUCTS

2.01 MATERIALS
A. Unless Otherwise Specified or Indicated on the Drawings, Materials Shall Conform to the Following:

Item ASTM Standard Item Class, Grade, Type or Alloy
Number
Steel
Plate, bars, rolled
shapes, and miscellaneous items A 36 --
Tubing, cold-formed A 500 Grade B
Tubing, hot-formed A 501 --
Steel pipe A 53 Grade B
High-Strength Plates A 572
Rolled W and WT Shapes A 992
Stainless Steel
Plate, sheet, and strip A 167 Type 304* or 316*

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Bars and shapes A 276 Type 304* or 316*
Use Type 304L if material will be welded.
** Use Type 316L if material will be welded.

B. Stainless steels are designated by type or series defined by ASTM.

C. Where stainless steel is welded, use low-carbon stainless steel.

D. Where anchors, connections or other details of structural steel are not specifically indicated on the Drawings or specified, their material, size, and form shall be equivalent in quality and workmanship to items specified.

2.02 FASTENERS
A. General: Furnish threaded fasteners, except high strength bolts, with flat washers, and self-locking nuts, or lock washers and nuts.

1. Bolt Heads and Nuts: Hex-type.

2. Bolts, Nuts, and Washers: Of domestic manufacture.

3. Where bolts, including anchor bolts, nuts, washers, and similar fasteners are specified to be galvanized, galvanize in accordance with ASTM A 153.

B. All Thread Rods:

1. Type 316 stainless steel for use in wet and moist locations, including:
a. Water-Containing Structures:
1) Below and at water level.
2) Above water level.
a) Below top of walls of water-containing structures.
b) Under the roof, slab, beam, or walkway of enclosed watercontaining structures. 3) Dry side of walls of water-containing structures.
b. Pump bases.

2. Type 304 or Type 316 stainless steel for aluminum assemblies.

3. ASTM A 36 meeting the mechanical requirements of ASTM A 307. Hot-dip galvanize for galvanized assemblies and for applications other than those specified.

C. Anchor Bolts:

1. Anchor Bolts, Nuts, and Washers: Type 316 Stainless Steel for Use in Wet and Moist Locations, Including:
a. Water-containing Structures:
1) Below and at water level.
2) Above Water Level:
a) Below top of walls of water-containing structures.
b) Under the roof, slab, beam, or walkway of enclosed watercontaining structures. 3) Dry side of walls of water-containing structures.
b. Pump bases.

2. Anchor Bolts, Nuts, and Washers: Type 304 or Type 316 stainless steel for fastening aluminum to concrete or steel.

3. Anchor Bolts, Nuts, and Washers: Hot-dip galvanized ASTM A 307 steel or hot-dip galvanized ASTM A 36 steel, for applications other than those specified.

D. Assembly Bolts:

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1. Bolts, nuts, and washers for wood baffles, collectors, and other field-assembled construction:
a. Type 316 stainless steel for use in wet and moist locations, including:
1) Water-containing structures:
a) Below and at water level.
b) Above water level.
(1) Below top of walls of water-containing structures.
(2) Under the roof, slab, beam, or walkway of enclosed watercontaining structures. (3) Dry side of walls of water-containing structures.
2) Pump bases.
b. Type 304 or Type 316 stainless steel for aluminum assemblies.

2. Hot-dip galvanized ASTM A307 steel for galvanized assemblies and for applications other than those specified.

E. Chemical Anchors:

1. Where installed in concrete, chemical anchors shall have vinyl ester resin in the composition of the adhesive.

2. All-thread rods shall be either ASTM A 36 steel or stainless steel.

3. Hot-dip galvanize or zinc plate ASTM A 36 steel all-thread rods.

4. Stainless steel all-thread rod shall conform with ASTM F 593 and shall be used for corrosive conditions where indicated on the Drawings.

5. Use reinforcing bars in lieu of all-thread rods where indicated on the Drawings.

6. All-thread rods and reinforcing bars used with the adhesive capsule shall have chisel points and shall be free of oil or coatings that may reduce bond.

7. Do not use chemical anchors to resist tension in overhead positions.

8. Chemical Anchors:
a. Manufacturers: One of the following or equal:
1) Simpson, SET-3G Epoxy.
2) Hilti, RE 500-SD.

9. All post installed anchors are required to have a current ICC Evaluation Services Report.

F. Concrete Anchors:

1. Manufacturers: One of the following or equal:
a. ITW Ramset/Redhead, Trubolt Wedge.
b. Hilti, Kwikbolt-TZ.

2. Concrete Anchor's Integral Threaded Stud, Wedge, Washer, and Nut: Type 304 or Type 316 Stainless Steel for Use in Wet and Moist Locations, Including:
a. Water-containing Structures:
1) Below and at water level.
2) Above Water Level:
a) Below top of walls of water-containing structures.
b) Under the roof, slab, beam, or walkway of enclosed watercontaining structures. 3) Dry side of walls of water-containing structures.
b. Pump bases.

3. Concrete Anchor's Integral Threaded Stud, Wedge, Washer, and Nut: Type 304 or 316 stainless steel for fastening aluminum to concrete or steel.

4. Concrete Anchor's Integral Threaded Stud, Wedge, Washer, and Nut: Hot-dip galvanized ASTM A307 steel, or hot-dip galvanized ASTM A36 steel, for applications other than those specified.

5. Do not use Slug-in, lead cinch, and similar systems relying on deformation of lead alloy or similar materials in order to develop holding power.

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6. All post installed anchors are required to have a current ICC Evaluation Services Report.

G. Deformed Bar Anchors: In accordance with ASTM A496:

1. Manufacturers: One of the following or equal:
a. Nelson Stud Welding Company, D2L Deformed Bar Anchors. b. Stud Welding Products, DBA (Deformed Bar) Anchors.

H. Eyebolts:

1. Welded or forged, when manufactured of materials other than carbon steel.

2. Having geometric and strength characteristics of eyebolts specified in ASTM A489, Type 1. The strength characteristics include proof load requirements, breaking strength requirements, tensile strength requirements, bend test, and impact strength.

I. Flush Shells:

1. Manufacturers: One of the following or equal:
a. ITW Ramset/Redhead, Multi-Set II Drop-In.
b. Hilti Corporation, Hol-Hugger HDI Drop-In.

2. Bolts, Flush Shells, Threaded Rods, Washers, and Nuts: Type 303 stainless steel.

3. All post installed anchors are required to have a current ICC Evaluation Services Report.

J. High Strength All Thread Rods: In accordance with ASTM A193, Grade B7. Hot-dip galvanize.

K. High Strength Bolts: High strength bolts, nuts, and hardened flat washers shall be in accordance with ASTM A325 or ASTM A490, as indicated on the Drawings.

L. Powder Actuated Fasteners:

1. For Installation in Concrete or Steel: Zinc coated, heat-treated, alloy steel.

2. Fasteners Not Sufficiently Protected against Corrosion from Exposure to Corrosive Conditions: Coat as necessary to make suitable for such conditions.

3. Pins: Furnish with head or threaded stud capable of transmitting loads to shanks.

4. Pins Connected to Steel: Furnish with longitudinal serrations around circumference of shank.

M. Studs:

1. ASTM A108 with 50,000 pounds per square inch minimum yield strength, and 60,000 pounds per square inch minimum tensile strength.

2. Headed Studs: Manufacturers: One of the following or equal:
a. Nelson Stud Welding Company, S3L Shear Connectors or H4L Concrete Anchors.
b. Stud Welding Products, Headed Concrete Anchors and Shear Connectors or Concrete Anchors.

2.03 SUPPLEMENTARY PARTS
A. Furnish as required for complete structural steel erection, whether or not such parts and Work are specified or indicated on the Drawings.

2.04 FABRICATION
A. Shop Assembly:

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1. Fabricate structural steel in conformance with AISC "Specification for the Structural Steel Buildings - Allowable Stress Design and Plastic Design," unless otherwise specified or modified by applicable regulatory requirements.

2. Where anchors, connections or other details of structural steel are not specifically indicated on the Drawings or specified, their material, size and form shall be equivalent in quality and workmanship to items specified.

3. For Structural members such as W Shapes, S Shapes, Channels, Angles, and similar members not available in quantity, size, and type of stainless steel specified or indicated on the Drawings.
a. Fabricate by welding together pieces of low carbon stainless steel plate, such as 316L.
b. Make full penetration welds between pieces of plate to attain same or higher section modulus and moment of inertia as members indicated on the Drawings.

4. Where galvanizing is required, hot-dip galvanize structural steel after fabrication in accordance with ASTM A123.
a. Do not electro-galvanize unless specified or accepted by ENGINEER. b. Restraighten galvanized items that bend or twist during galvanizing.

5. Round off sharp and hazardous projections and grind smooth.

6. Take measurements necessary to properly fit work in the field. Take responsibility for and be governed by the measurements and proper working out of all the details.

7. Take responsibility for correct fitting of all metal work.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verification of Conditions: Examine Work in place to verify that it is satisfactory to receive the Work of this Section. If unsatisfactory conditions exist, do not begin this Work until such conditions have been corrected.

3.02 ERECTION
A. General:

1. Fabricate structural and foundry items to true dimensions without warp or twist.

2. Form welded closures neatly, and grind off smooth where weld material interferes with fit or is unsightly.

3. Install structural items accurately and securely, true to level, plumb, in correct alignment and grade, with all parts bearing or fitting structure or equipment for which intended.

4. Do not cock out of alignment, redrill, reshape, or force fit fabricated items.

5. Place anchor bolts or other anchoring devices accurately and make surfaces which bear against structural items smooth and level.

6. Rigidly support and brace structural items needing special alignment to preserve straight, level, even, and smooth lines. Keep structural items braced until concrete, grout, or dry pack mortar has hardened for 48 hours minimum.

7. Erect structural steel in conformance with AISC "Specification for Structural Steel Buildings” and “Code of Standard Practice for Steel Buildings and Bridges”, unless otherwise specified or modified by applicable regulatory requirements.

8. Where anchors, connections, and other details of structural steel erection are not specifically indicated on the Drawings or specified, form, locate, and attach with equivalent in quality and workmanship to items specified.

9. Round off sharp or hazardous projections and grind smooth.

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10. Paint or coat steel items as specified in Sections 09960 and 09910.

B. Welding - General:

1. Make welds full penetration type, unless otherwise indicated on the Drawings.

2. Remove backing bars and weld tabs after completion of weld. Repair defective welds observed after removal of backing bars and weld tabs.

C. Welding Stainless Steel:

1. General: Comply with AWS D1.1.
a. Perform with electrodes and techniques in accordance with AWS D10.4.

D. Welding Carbon Steel:

1. General: Comply with AWS D1.1.
a. Weld ASTM A36 structural steel, ASTM A500 and A501 structural tubing, ASTM A53 pipe, A572 High-Strength Plates, and A992 Rolled W and WT Shapes with electrodes conforming to AWS A5.1, using E70XX electrodes; AWS A5.17, using F7X-EXXX electrodes; or AWS A5.20, using E7XT-X electrodes.
b. Field repair cut or otherwise damaged galvanized surfaces to equivalent original condition using the following:
1) Manufacturers: One of the following or equal:
a) Galvinox.
b) Galvo-Weld.

E. Interface With Other Products:

1. Where steel fasteners come in contact with aluminum or other dissimilar metals, bolt with stainless steel bolts and separate or isolate from dissimilar metals with sleeves and washers.
a. Sleeves: Mylar, 1/32 inch thick, of proper size to fit bolts. One sleeve required for each bolt.
1) Manufacturers: One of the following or equal:
a) Central Plastics Company, Shawnee, Oklahoma.
b. Washers: 63 glass phenolic, 1/8 inch thick, of proper size to fit bolts. Two washers are required for each bolt.

2. Prior to installing nuts, coat threads of stainless steel fasteners with following to prevent galling of threads.
a. Manufacturers: One of the following or equal:
1) Never Seez Compound Corporation, Never-Seez.
2) Oil Research, Inc., WLR No. 111.

F. Threaded Fasteners:

1. General:
a. Install bolts, including anchor bolts and concrete anchors, to project 2 threads minimum, but ½ inch maximum beyond nut.
b. Unless otherwise specified, tighten bolts, including anchor bolts and concrete anchors, to the "snug-tight" condition, defined as tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench.

2. Anchor Bolts:
a. Cast-in-place when concrete is placed, wherever feasible. b. Accurately locate anchor bolts embedded in concrete with bolts perpendicular to surface from which they project.
c. Do not allow anchor bolts to touch reinforcing steel.

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d. Where anchor bolts are within 1/4 inch of reinforcing steel, isolate with a minimum of 4 wraps of 10 mil polyvinyl chloride tape in area adjacent to reinforcing steel.
e. In anchoring machinery bases subject to heavy vibration, use 2 nuts, with 1 serving as a locknut.
f. Where bolts are indicated on the Drawings for future use, first coat thoroughly with nonoxidizing wax, then turn nuts down full depth of thread and neatly wrap exposed thread with waterproof polyvinyl tape.
g. Furnish anchor bolts with standard hex bolt head unless otherwise indicated on the Drawings.
h. Embed anchor bolts 10 diameters minimum.
i. Where indicated on the Drawings, set anchor bolts in metal sleeves having inside diameter approximately 2 inches greater than bolt diameter and minimum 10 bolt diameters long. Fill sleeves with grout when a machine or other equipment is grouted in place.
j. Anchor bolts may be cast in concrete in lieu of using concrete anchors.

3. Chemical Anchors:
a. Accurately locate concrete anchors and set perpendicular to surfaces from which they project.
b. Drilling Holes:
1) Do not damage or cut existing reinforcing bars, electrical conduits, or other items embedded in the existing concrete without acceptance by ENGINEER.
2) Determine location of reinforcing bars, or other obstructions with a nondestructive indicator device. c. Hole Drilling Equipment:
1) Electric or pneumatic rotary type with medium or light impact. 2) Drill Bits: Carbide-tipped in accordance with ANSI B212-15. 3) Hollow drills with flushing air systems are preferred. Air shall be free of oil, water, or other contaminants which will reduce bond. 4) Where edge distances are less than 2 inches, use lighter impact equipment to prevent microcracking and concrete spalling during drilling process.
d. Hole Diameter:
1) As recommended by chemical anchor cartridge manufacturer. e. Install reinforcing bars and all thread rods to depth, spacings, and locations as indicated on the Drawings.
f. Cleaning Holes:
1) Insert long air nozzle into hole and blow out loose dust. Use air which is free of oil, water, or other contaminants which will reduce bond. 2) Use a stiff bristle brush to vigorously brush hole to dislodge compacted drilling dust.
3) Repeat step 1.
4) Repeat steps as required to remove drilling dust or other material which will reduce bond. The hole shall be clean and dry.
g. Cleaning All Thread Rods:
1) Degrease over embedment length. The all thread rods shall be free of oil, grease, paint, dirt, mill scale, rust, or other coatings that will reduce bond.
h. All Chemical Anchors require special inspection in accordance with the ICC ES Report.

4. Concrete Anchors:
a. Concrete anchors shall mean drilled in place anchors with integral threaded studs.

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b. Do not use concrete anchors in lieu of anchor bolts. c. Accurately locate concrete anchors and set perpendicular to surfaces from which they project.
d. Minimum embedment lengths:

Diameter
Inches
Embedment Length
Inches
1/4 1-3/4
3/8 1-7/8
1/2 2-1/4
5/8 2-3/4
3/4 3-1/4
e. Drilling Holes:
1) Do not damage or cut existing reinforcing bars, electrical conduits, or other items embedded in the existing concrete without review and acceptance by ENGINEER.
2) Determine location of reinforcing bars, or other obstructions with a nondestructive indicator device. f. Hole Drilling Equipment:
1) Electric or pneumatic rotary type with medium or light impact. 2) Drill Bits: Carbide-tipped in accordance with ANSI B212-15. 3) Hollow drills with flushing air systems are preferred. Air shall be free of oil, water, or other contaminants which will reduce bond. 4) Where edge distances are less than 2 inches, use lighter impact equipment to prevent microcracking and concrete spalling during drilling process.
g. All Concrete Anchors require special inspection in accordance with the ICC ES Report.

5. High Strength Bolts:
a. Consider connections with high strength bolts to be slip critical structural connections, unless otherwise indicated on the Drawings. b. Connections with high strength bolts shall conform to AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts.
c. Furnish Hardened Flat Washer:
1) Under element, nut or bolt head, turned in tightening. 2) On outer plies for short slotted holes.
d. Notify ENGINEER in advance of method selected for tightening and verification pursuant to the referenced AISC Specification. e. High strength bolts require special inspection in accordance with the California Building Code, unless otherwise indicated on the Drawings.

6. Deformed Bar Anchors:
a. Butt weld with automatic stud welding gun as recommended by manufacturer. b. Ensure butt weld develops full strength of the anchor.

7. Flush Shells:
a. Use only where specifically indicated on the Drawings. b. Accurately locate and set perpendicular to surfaces from which they project. c. Drilling Holes:
1) Do not damage or cut existing reinforcing bars, electrical conduits, or other items embedded in the existing concrete without acceptance by ENGINEER.

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2) Determine location of reinforcing bars, or other obstructions with a nondestructive indicator device. d. Hole Drilling Equipment:
1) Electric or pneumatic rotary type with medium or light impact. 2) Drill Bits: Carbide-tipped in accordance with ANSI B212-15. 3) Hollow drills with flushing air systems are preferred. Air shall be free of oil, water, or other contaminants which will reduce bond. 4) Where edge distances are less than 2 inches, use lighter impact equipment to prevent microcracking and concrete spalling during drilling process.

8. Powder Actuated Fasteners: Use powder actuated fasteners only for applications indicated on the Drawings or specified.

9. Studs:
a. Butt weld with automatic stud welding gun as recommended by the manufacturer.
b. Ensure butt weld develops full strength of the stud.

END OF SECTION

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SECTION 05500

METAL FABRICATIONS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Miscellaneous metal fabrications including:

1. Ladders.

2. Stairs.

3. Handrails and guardrails.

4. Metal grating.

5. Aluminum stair nosing.

6. Aluminum stair tread.

7. Manhole frame and cover.

8. Stop plank grooves.

9. Miscellaneous aluminum.

10. Miscellaneous cast iron.

11. Miscellaneous stainless steel.

12. Miscellaneous structural steel.

13. Associated accessories to the above items.

B. Related Sections:

1. Section 01612 - Seismic Design Criteria.

2. Section 05120 - Structural Steel

3. Section 05140 – Structural Aluminum

1.02 REFERENCES
A. 2025 California Building Code (CBC)
B. Aluminum Association (AA):

1. Specification M32-C22-A41 - Aluminum Finishes.

C. American Association of State Highway and Transportation Officials (AASHTO):

1. Standard Specifications for Highway Bridges.

D. American Society for Testing and Materials (ASTM):

1. A36/A36M - Specification for Structural Steel.

2. A48 - Specification for Grey Iron Castings.

3. A53 - Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

4. A123 - Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

5. A167 - Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

6. A269 - Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service.

7. A276 - Specification for Stainless and Heat-Resisting Steel Bars and Shapes.

8. A307 - Specification for Carbon Steel Bolts and Studs, 60,000 per square inch Tensile.

9. A325 - Specification for High-Strength Bolts for Structural Steel Joints.

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10. A489 - Specification for Carbon Steel Eyebolts.

11. A490 - Specification for Heat-Treated, Steel Structural Bolts, 150 ksi Tensile Strength.

12. A500 - Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

13. A501 - Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.

14. A569 - Specification for Steel, Carbon (0.15 Maximum, Percent) Hot-Rolled Sheet and Strip, Commercial Quality.

15. A570/A570M - Specification for Hot-Rolled Carbon Steel Sheet and Strip, Structural Quality.

16. A572 – Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel.

17. A635/A635M - Specification for Steel, Sheet and Strip, Heavy Thickness Coils Carbon, Hot-Rolled.

18. A653/A653M - Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-iron Alloy-coated (Galvanized) by the Hot-Dip Process.

19. A992 -Specification for Structural Steel Shapes.

20. B209 - Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

21. B429 - Specification for Aluminum-Alloy Extended Structural Pipe and Tube.

22. B782 - Standard Specification for Iron Graphite Sintered Bearings (OilImpregnated).

1.03 SYSTEM DESCRIPTION
A. Design Responsibility:

1. The Contractor providing the grating, handrail, guardrail, stairs, ladders, shall be considered the designer of the system. Typical details included on the contract documents are for general minimum standard for style, size, and materials and shall be used as a guide for the contractor in designing the specific system utilized on the project.

2. Prepare design calculations utilizing the design criteria included in these specifications.

3. Prepare detailed shop drawings illustrating the layout of the support system and identifying the components of the support system.

4. Seismic Design Criteria: As specified in Section 01612 for all systems utilized for the project, including any typical details included on the contract documents that are actually utilized.

1.04 SUBMITTALS
A. Shop Drawings: Submit for handrails and guardrails, including details on connection attachments, gates, kickplates, and angles.

1. Submittal for stairs, ladders, handrails and guardrails shall include design calculations stamped and signed by a Civil or Structural Engineer registered in the State of California. The calculations shall include design for rails, post, brackets, concrete anchorage and all other component assemblies. Design shall be in accordance to the 2025 CBC.

B. Samples: Guardrails with specified finishes.

C. Quality Control Submittals:

1. Design Data:

2. Test Reports:

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a. Gratings:
1) Grating manufacturers' calculations showing that gratings will meet specified load-bearing and deflection requirements for each size grating for each span.
2) Reports of tests performed under Article 2.03 herein. b. Planks:
1) Plank manufacturers' calculations showing that planks will meet specified load-bearing and deflection requirements for each size plank for each span.
2) Reports of tests performed under Article 2.03 herein.

PART 2 PRODUCTS

2.01 GENERAL
A. Materials: Unless otherwise specified or indicated on the Drawings, structural and miscellaneous metals shall conform with the standards of the ASTM, including the following:

Item ASTM
Standard No.

Class, Grade
Type or Alloy No.

Cast Iron
Cast Iron A48 Class 40B
Steel
Galvanized sheet iron or steel 653 Coating G90
Black steel, sheet or strip A569
A570
--
Coil (plate) A635 --
Structural plate, bars, rolled shapes, and
miscellaneous items
A36 --
Standard bolts, nuts, and washers A307 --
High strength bolts, nuts, and hardened flat
washers
A325
A490
--
Eyebolts A489 Type 1
Tubing, cold-formed A500 Grade B
Tubing, hot-formed A501 --
Steel pipe A53 Grade B
High-Strength Plates A572
Rolled W and WT Shapes A992
Stainless steel
Plate, sheet and strip A167 Type 304 or 316*
Bars and shapes A276 Type 304 or 316*
Aluminum
Sheet aluminum-flashing B209 Alloy 5005-H14,

0.032 inches minimum

May, 2026 05500-4 Septage Hauling and Receiving Station Final
Item ASTM
Standard No.

Class, Grade
Type or Alloy No.
thickness
Sheet aluminum-structural B209 Alloy 6061-T6
Structural aluminum B308
B209
Alloy 6061-T6
Extruded aluminum B221 Alloy 6063-T42
* Use Type 304L or Type 316L if material will be welded.

B. Stainless steels are designated by type or series defined by ASTM.

C. Where stainless steel is welded, use low-carbon stainless steel.

2.02 LADDERS
A. General:

1. Type: Safety type conforming to local, State, and Occupational Safety and Health Administration standards as minimum. Furnish guards for ladder wells.

2. Size: 18 inches wide between side rails of length, size, shape, detail, and location indicated on the Drawings.

B. Aluminum Ladders:

1. Materials and Fabrication: 6063-T5 aluminum alloy of welded construction.

2. Rungs:
a. One inch minimum square bar with 1/8 inch grooves in top and deeply serrated on all sides.
b. Capable of withstanding 1,000 pound load without failure.

3. Side Rails: Minimum 3 inches by 3/8 inch flat bars.

4. Fabrication:
a. Welded construction, of size, shape, location, and details indicated on the Drawings.
b. For ladders over 20 feet high, furnish standard ladder cages or fall prevention system designed in accordance with State and Occupational Safety and Health Administration requirements.
c. Fall Prevention System: Include but not limit to railing, brackets, clamps, 2 sleeves, and 2 belts satisfying Occupational Safety and Health Administration safe climbing requirements. One of the following or equal:
1) North Consumer Products, Saf-T-Climb.
2) Swager Communications, Climbers Buddy System.

2.03 STAIRS
A. Aluminum:

1. Stringers: 6061-T6 aluminum alloy.

2. Stair Treads:
a. Aluminum of same type specified under Aluminum Grating. b. Of sizes indicated on the Drawings, and 1-3/4 inch minimum depth with cast abrasive type safety nosings.
c. Provide a vertical close piese between each riser. Fabricate, install, and fasten close pieces as indicated on the Drawings.

May, 2026 05500-5 Septage Hauling and Receiving Station Final

3. Handrails and Guardrails: Aluminum pipe specified under Aluminum Handrails and Guardrails (Nonwelded Pipe).

4. Fasteners: Type 304 or Type 316 stainless steel.

2.04 HANDRAILS AND GUARDRAILS
A. General: Design and fabricate assemblies to conform to current local, State, and Occupational Safety and Health Administration standards and requirements.

B. Aluminum Handrails and Guardrails (Nonwelded Pipe):

1. Rails, Posts, and Fitting-assembly Spacers:
a. ASTM B429, 6063-T5 or T6, minimum Schedule 40, extruded aluminum pipe of minimum 1.89 inch outside diameter and 0.14-inch wall thickness. b. Alloy 6063-T6 may be used for pieces requiring bending only.

2. Kick Plates: 6061-T6 aluminum alloy.

3. Fastenings and Fasteners: As recommended or furnished by the manufacturer.

4. Other Parts: 6063 extruded aluminum, or F214 or F514.0 aluminum castings. a. Fabrications: ASTM B209 or ASTM B221 extruded bars.
1) Bases: 6061 or 6063 extruded aluminum alloy.
b. Plug Screws or Blind Rivets: Type 305 stainless steel. c. Other Parts: Type 300 series stainless steel.

5. Finish of Aluminum Components:
a. Anodized finish, 0.7 mil thick, applied to exposed surfaces after cutting.

Aluminum Association Specification M32-C22-A41, mechanical finish-medium satin, chemical finish-medium matte, anodic coating-clear Class I Architectural.
b. Pretreat aluminum for cleaning and removing markings before anodizing.

6. Fabrication and Assembly:
a. Fabricate posts in single, unspliced pipe length.
b. Perform without welding.
c. Do not epoxy bond the parts.
d. Maximum clear opening between assembled railing components as indicated on the Drawings.

7. Manufacturers: One of the following or equal:
a. Moultrie Manufacturing Company, Wesrail.
b. Julius Blum and Company, Inc., Connectorail.
c. Craneveyor Corporation Enerco Metals, C-V Rail.

C. Picket Railing: Manufacturers: One of the following or equal:

1. Reynolds Metals Company, Architectural and Building Products Division No. 05- 733.

2. Julius Blum and Company, equivalent product.

3. Craneveyor Corporation, equivalent product.

D. Steel Pipe Handrails and Guardrails:

1. Schedule 40 black steel pipe of minimum 1.9 inch outside diameter, or larger where indicated on the Drawings.

2. Fabricate posts in single, unspliced pipe length.

3. Kick Plates: Galvanized steel.

4. Attachment Devices: Provide clip angles and other fasteners necessary for securing handrails and guardrails to other construction as indicated on the Drawings.

5. Continuously weld joints and grind smooth.

May, 2026 05500-6 Septage Hauling and Receiving Station Final

6. Bend rails to profile indicated on the Drawings, without sharp bends or flat spots.

Rails shall be round after bending.

7. Neatly weld intersection of rails and posts, and grind surfaces smooth.

E. Stainless Steel Pipe Handrails and Guardrails:

1. General: Prefabricated shop-assembled type, field welded type, or mechanically joined type. Manufacturers: One of the following or equal:
a. R & B Wagner, Inc.
b. Julius Blum and Company.

2. Materials: Type 304 or Type 316 stainless steel posts, rails, brackets, and accessory parts.
a. Railings and Posts: Nominal 1-1/2 inch, Schedule 5 pipe with minimum

1.900 inch outer diameter and 0.065 inch wall thickness. b. Post Insert Reinforcing for All Posts: 1.750 inch outside diameter pipe, of

0.083 inch wall thickness, and 26 inches long.
c. Fasteners, Connection Plates, Splice Bars, and Fittings: Type 304 or Type 316 stainless steel.
d. Stainless Steel Finish: Number 4 NAAMM finish.

3. Fabrication:
a. Fabricate guardrails and posts to be in same plane.
b. Fabricate posts in single, unspliced pipe length.
c. Make handrail and guardrail sections between splices 20 feet maximum. d. Form bends in pipe without use of fittings where practical. Form with internal mandrels on power benders.
e. Where handrail and guardrail are welded, make intersections and joints with continuous 360 degree welds and grind welds smooth.
f. Where handrail and guardrail are mechanically joined, make joints with mechanical connections utilizing stainless steel machine screws with lock washers and threaded tubular rivets.

F. Guardrail Gates:

1. Supplied by guardrail manufacturer:
a. Of same material, quality, and workmanship as specified for guardrail system in which they will be installed.
b. Of design similar to that of handrail or railing system in which they will be installed.

2. Components: Gate frame, stainless steel self-closing device, hinges, gate stops, and durable self-locking type latch. Fabricate components in conformance with Occupational Safety and Health Administration minimum strength requirements.

G. Fastenings and Fasteners: As recommended or furnished by guardrail manufacturer for use with this system.

2.05 METAL GRATINGS
A. General:

1. Fabricate grating to cover areas indicated on the Drawings.

2. Unless otherwise indicated on the Drawings, grating over an opening shall cover entire opening.

3. Make cutouts in grating where required for equipment access or protrusion, including valve operators or stems, and gate frames.

4. Band ends of grating and edges of cutouts in grating. a. End Banding: 1/4 inch less than height of grating, with top of grating and top edge of banding flush.

May, 2026 05500-7 Septage Hauling and Receiving Station Final
b. Cutout Banding: Full-height of grating.
c. Use banding of same material as grating.
d. Panel Layout: Enable installation and subsequent removal of grating around protrusions or piping.
e. Openings 6 Inches and larger: Lay out grating panels with edges of 2 adjacent panels located on centerline of opening.
f. Openings smaller than 6 Inches: Locate opening at edge of single panel. g. Where an area requires more than 1 grating section to cover area, clamp adjacent grating sections together at 1/4 points with fasteners acceptable to ENGINEER.
h. Fabricate grating in units of maximum 50 pounds each.

5. When requested by ENGINEER, test 1 section of each size grating for each span length involved on the job under full load.
a. Furnish a suitable dial gauge for measuring deflections.

6. Grating shall be aluminum, unless otherwise specified or indicated on the Drawings.

B. Aluminum Grating:

1. Material for Gratings, Shelf Angles, and Rebates: 6061-T6 or 6063-T6 aluminum alloy, except cross bars may be 6063-T5 aluminum alloy.

2. Material for Shelf Angle Concrete Anchors: Type 304 or Type 316 stainless steel.

3. Material for Grating Rebate Rod Anchors: 6061-T6 or 6063-T6 aluminum alloy.

4. Fabrication:
a. Bar Size and Spacing: As determined by manufacturer to enable grating to support 180 pounds per square foot uniform live load on entire grating area, using an extreme fiber stress of 12,000 pounds per square inch maximum. b. Maximum Deflection Under Specified Loading: 1/240 of grating clear span maximum.
c. Spacing of Main Grating Bars: Maximum of 1-1/8 inches clear between bars. d. Minimum Grating Height: 2 inches.
e. Manufacturers: One of the following or equal:
1) IKG Borden Industries, grooved Galok Aluminum I-Bar. 2) Seidelhuber Metal Products, Inc., grooved I-Bar.

C. Aluminum Grating Planks:

1. Materials: Meet requirements previously specified for aluminum grating.

2. Fabrication:
a. Meet requirements previously specified for aluminum grating. b. Have unpunched surface with cross hatched anti-skid surface. c. Minimum weight of 3-1/4 pounds per square foot.
d. Provide 1 inch diameter hole with smooth edges at each end for each plank. e. Furnish planks in 3 foot widths.
f. Manufacturers: One of the following or equal:
1) Reynolds Aluminum Company, Model PHEX-325.
2) IKG, Aluminum Lock-Plank.

D. Steel Gratings:

1. Hot-dip galvanized in accordance with ASTM A123.

2. Of bar size and spacing that, as determined by the manufacturer to enable grating to support a uniform live load of 180 pounds per square foot on the entire area of the grating, using an extreme fiber stress of not more than 18,000 pounds per square inch.

3. Maximum Deflection Under Loading: 1/240 of grating clear span.

4. Bar Spacing: Maximum of 1-1/8 inches clear between bars.

May, 2026 05500-8 Septage Hauling and Receiving Station Final

5. Manufacturers: One of the following or equal:
a. IKG Borden Industries, IKG Weldforged.
b. Seidelhuber Metal Products, Inc., Type 19W4.

E. Heavy-Duty Grating (exterior trenches):

1. Heavy-duty type, fabricated from structural steel and designed in accordance with AASHTO specifications, using H-10 loading.

2. Hot-dip galvanized after fabrication in accordance with ASTM A123.

3. Trenches 6’-6” across: Use 4” 4x3/8 W-15-4.

4. Trenches 5’-6” across: Use 4”x5/8 W-19-4.

5. Provided tabs with threaded holes as indicated on the drawings for tread plate hold downs.

6. Provided 3/16 hot dipped galvanized steel tread plate with hold down bolt tabs over grating as indicated on the drawings.

7. Manufacturers: One of the following or equal:
a. Grating Pacific

2.06 ALUMINUM STAIR NOSING
A. Material: Aluminum abrasive cast nosings with aluminum oxide granules integrally cast into metal, forming permanent, nonslip, long-wearing surface.

B. Manufacturers: One of the following or equal:

1. Wooster Products, Inc., Type 101 Stair Tread.

2. American Abrasive Metals Company, Type A Stair Treads.

2.07 ALUMINUM STAIR TREAD
A. Four inches wide, fabricated with integrally cast anchors. Length to extend within 3 inches of stair edges.

B. Bolts, Where Required: Type 316 stainless steel.

2.08 MANHOLE FRAMES AND COVERS
A. Material: Gray iron castings, ASTM A48, Class 30-B.

B. Match City Standard: Pinkerton or approved equal. See City Standard Detail S-4.

1. Frame Part No. A-625

2. Cover Part No. A-103

3. Stamped "Sewer"
C. Type: Heavy-duty traffic type, with combined set weight of minimum 265 pounds.

D. Machine horizontal and vertical bearing surfaces to fit neatly, with easily removable cover bearing firmly in frame without rocking.

E. Frame:

1. Bottom flange type.

2. Approximately 4-1/2 inches frame height.

3. 24 inches diameter clear inside dimension, unless otherwise indicated on the Drawings.

4. Approximately 32 inches bottom flange outside diameter.

May, 2026 05500-9 Septage Hauling and Receiving Station Final
F. Cover:

1. Skid-resistant grid pattern design stamped with name of utility service provided by manhole, such as "ELECTRICAL," "SEWER," "TELEPHONE," or "WATER."

2. Solid type without ventilation holes.

G. Finish: Unpainted.

2.09 CAST IRON STOP PLANK GROOVES
A. Manufacturers: One of the following or equal:

1. Neenah Foundry Company, R-7500 Series, Type A.

2. McKinley Iron Works, Type L.

B. Size: 2 inch wide groove opening by 1-1/2 inch deep, unless otherwise indicated on the Drawings.

C. Recess groove with the cast iron surface of the groove set flush with the concrete surface.

2.10 MISCELLANEOUS ALUMINUM
A. General: Fabricate aluminum products, not covered separately herein, in accordance with the best practices of the trade and field assemble by riveting or bolting. Do not weld or flame cut.

2.11 MISCELLANEOUS CAST IRON
A. General:

1. Tough, gray iron, free from cracks, holes, swells, and cold shuts.

2. Quality such that hammer blow will produce indentation on rectangular edge of casting without flaking metal.

3. Before leaving the foundry, clean castings and apply 16 mil dry film thickness coating of coal-tar epoxy, unless otherwise specified or indicated on the Drawings.

2.12 MISCELLANEOUS STAINLESS STEEL
A. Provide miscellaneous stainless steel items not specified herein as indicated on the Drawings or specified elsewhere. Fabricate and install in accordance with the best practices of the trade.

2.13 MISCELLANEOUS STRUCTURAL STEEL
A. Provide miscellaneous steel items not specified herein as indicated on the Drawings or specified elsewhere. Fabricate and install in accordance with the best practices of the trade.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verification of Conditions: Examine work in place to verify that it is satisfactory to receive the work of this Section. If unsatisfactory conditions exist, do not begin this work until such conditions have been corrected.

May, 2026 05500-10 Septage Hauling and Receiving Station Final

3.02 INSTALLATION, GENERAL
A. Install products as indicated on the Drawings, and in accordance with shop drawings and manufacturer's printed instructions, as applicable except where specified otherwise.

3.03 STAIRS
A. General: Install guard railings around stair wells as indicated on the Drawings or specified.

3.04 LADDERS
A. Secure to supporting surface with bent plate clips providing minimum 8 inches between supporting surface and center of rungs.

B. Where exit from ladder is forward over top rung, extend side rails 3 feet 3 inches minimum above landing, and return the rails with a radius bend to the landing.

C. Where exit from ladder is to side, extend ladder 5 feet 6 inches minimum above landing and rigidly secure at top.

D. Erect rail straight, level, plumb, and true to position indicated on the Drawings. Correct deviations from true line or grade which are visible to the eye.

3.05 ALUMINUM HANDRAIL AND GUARDRAIL
A. Fasten pipe rails to fittings with Series 300 stainless steel pop rivets or flush set screws.

B. Make pipe cuts clean and straight, free of burrs and nicks, and square and accurate for minimum joint-gap.

C. Drill and countersink holes to proper size, as required for a tight flush fit of screws and other component parts.

D. Space attachment brackets as indicated in the manufacturer's instructions.

3.06 GUARDRAIL GATES
A. Install gate to be a vertical plane with the guardrail when in the closed position.

B. Install hinges so that each gate can swing 180 degrees from the closed position to the fully open position.

C. Install so that the gates swing to the walkway side of the guardrail only. Install gate stops on the stationary railing posts to prohibit gates from swinging in the wrong direction.

D. Install gate frames, hinges, stops, and latches in conformance with Occupational Safety and Health Administration minimum strength requirements.

3.07 ALUMINUM AND STAINLESS STEEL PIPE HANDRAILS AND GUARDRAILS

May, 2026 05500-11 Septage Hauling and Receiving Station Final
A. During construction, keep exterior surfaces of handrails and guardrails covered with

0.4 millimeters, minimum, heat shrink polyethylene film.

B. Do not remove protective film before handrails and guardrails have been accepted by ENGINEER nor before other work in proximity of handrails and guardrails has been completed.

C. Discontinue handrails and guardrails at lighting fixtures.

D. Provide 1/8 inch diameter weep hole at base of each post.

E. Where protection is applied for prevention of dissimilar materials electrolysis, make application such that none of the protective material is visible in the completed assembly.

F. Space posts as indicated on the Drawings.

G. Anchor posts into concrete by grouting posts into core drilled holes in concrete, into stainless steel sleeves cast in concrete; or bracket mount to face of concrete surfaces; as specified and indicated on the Drawings.

H. Space rails as indicated on the Drawings.

I. Make adequate provision for expansion and contraction of kickplates and rails. Make provisions for removable sections where indicated on the Drawings.

J. Make lower rails a single, unspliced length between posts, or continuous.

K. Make top rails continuous whenever possible, and attach single, unspliced lengths to 3 posts minimum.

L. Draw up fasteners tight with hand wrench or screw driver.

M. Space attachment brackets as indicated on shop drawings or in manufacturer's installation instructions.

N. Completed installation shall have handrails and railings rigid and free of play at joints and attachments.

O. Protect handrail and guardrail finish from scratches, gouges, dents, stains, and other damage.

P. Replace damaged or disfigured handrails and guardrails with new.

Q. Shortly before final acceptance of the work, and after removal of protective polyethylene film, clean handrails and guardrails with mild detergent or with soap and water.

R. After cleaning, thoroughly rinse handrails and guardrails and wipe with soft cloth.

S. Erect guardrail straight, level, plumb, and true to the positions as indicated on the Drawings. Correct deviations from true line of grade which are visible to the eye.

May, 2026 05500-12 Septage Hauling and Receiving Station Final

3.08 STEEL PIPE GUARDRAIL
A. Anchor posts into concrete by grouting posts into galvanized steel sleeves embedded in concrete or into core drilled holes in concrete as indicated on the Drawings. Do not cut reinforcing bars in concrete. Where required to fasten guardrail to other construction, fasten as indicated on the Drawings.

3.09 GRATING
A. Coat surfaces of aluminum shelf angles, rebates, and rod anchors in contact with concrete with Alkali Resistant Bitumastic.

B. Aluminum Grating: Support on aluminum shelf angles.

C. Aluminum Grating Planks: Support and install planks as specified for aluminum grating.

D. Steel Grating: Support on hot-dip galvanized structural steel shelf angles.

E. Heavy-duty Steel Grating:

1. Support on hot-dip galvanized structural steel shelf angles embedded and anchored in concrete.

2. Use for roadways, traffic areas, and where indicated on the Drawings.

F. Allow 1/8 inch maximum clearance between ends of grating and inside face of vertical leg of shelf angles.

G. Horizontal bearing leg of shelf angles shall be 2 inches minimum.

H. Install aluminum plate or angles where necessary to fill openings at changes in elevation and at openings between equipment and grating.

I. Install angle stops at ends of grating.

J. Installed grating shall not slide out of rebate or off support.

K. Weld stops in place, unless otherwise specified or indicated on the Drawings.

L. Top surfaces of grating sections adjacent to each other shall lie in same plane.

M. Recess stop plank grooves with cast iron surfaces of groove set flush with concrete surface.

3.10 STAIR NOSINGS
A. Install stair nosings on treads of concrete stairs, including top tread on upper slab.

B. Cast stair nosings in fresh concrete, flush with tread and riser faces.

3.11 MANHOLE FRAMES AND COVERS
A. Set manhole covers flush with paving. Where no paving exists, set manhole cover 6 inches above surrounding grade.

3.12 MANHOLE STEPS

May, 2026 05500-13 Septage Hauling and Receiving Station Final
A. Space as indicated on the Drawings.

END OF SECTION

May, 2026 09960-1 Septage Hauling and Receiving Station Final
SECTION 09960

HIGH PERFORMANCE COATINGS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Field applied high performance coatings for all surfaces listed in Section 09960-3.15. All other surfaces shall be coated in accordance with Section 09910.

B. Related Sections:

1. Section 01312 - Project Meetings.

2. Section 01330 - Submittal Procedures.

3. Section 01352 - Alteration Project Procedures.

4. Section 01770 - Closeout Procedures.

5. Section 09910 - Paints: Painting for normal exposures.

1.02 REFERENCES
A. NSF International (NSF):

1. 61 - Drinking Water System Components - Health Effects.

B. Steel Structure Painting Council (SSPC):

1. SP-1 - Solvent Cleaning.

2. SP-2 - Hand Tool Cleaning.

3. SP-3 - Power Tool Cleaning.

4. SP-5 - White Blast Cleaning.

5. SP-6 - Commercial Blast Cleaning.

6. SP-7 - Brush-Off Blast Cleaning.

7. SP-10 - Near-White Blast Cleaning.

C. Underwriters Laboratory, Inc. (UL):

1. 3P83 - Drinking Water System Components - Health Effects.

1.03 DEFINITIONS
A. Submerged Metal: Steel or iron surfaces below tops of channel or structure walls which will contain water even when above expected water level.

B. Submerged Concrete and Masonry Surfaces: Surfaces which are or will be:

1. Underwater.

2. In structures which normally contain water.

3. Below tops of walls of water containing structures.

C. Dry Film Thickness: Thickness of fully cured coating, measured in mils.

D. Volatile Organic Compound: As defined in Section 09910.

May, 2026 09960-2 Septage Hauling and Receiving Station Final

1.04 PERFORMANCE REQUIREMENTS
A. Coating materials for concrete and metal surfaces shall be especially adapted for use in wastewater treatment plants.

B. Coating for final coats shall be fume resistant, compounded with pigment suitable for exposure to sewage gases, especially to hydrogen sulfide and to carbon dioxide.

C. Pigments shall be materials that do not darken, discolor, or fade due to action of sewage gases.

D. Coating materials used in conjunction with potable water supply systems shall be certified to NSF 61 or UL 3P83.

1.05 SUBMITTALS
A. Shop Drawings: Submit as specified in Sections 01330 and 09910 B. Product Data: Submit as specified in Sections 01330 and 09910

1. Regulatory Requirements: Include requirements concerning the following a. Volatile organic compound limitations.
b. Coatings containing lead compounds.
c. Abrasives and abrasive blast cleaning techniques, and disposal. d. NSF or UL certification of coatings for use in potable water supply systems.

C. Samples: Submit as specified in Sections 01330 and 09910 D. Certificates: Submit in accordance with requirements for Product Data.

E. Manufacturer's Instructions: Submit in accordance with requirements for Product Data and as specified in Section 09910
F. Manufacturer's Field Reports: Submit for ENGINEER's record only.

G. Operations and Maintenance Data: Submit as specified in Section 01770

1.06 QUALITY ASSURANCE
A. Qualifications of Applicator:

1. Minimum of 5 years experience applying specified type or types of coatings under conditions similar to those of the Work.

2. Manufacturer approved applicator when manufacturer has approved applicator program.

3. Approved and licensed by polymorphic polyester resin manufacturer to apply polymorphic polyester resin coating system.

4. Applicator of off-site application of coal tar epoxy shall have successfully applied coal tar epoxy on similar surfaces in material, size, and complexity as on the Project.

B. Regulatory Requirements: Comply with governing agencies regulations by using coatings that do not exceed permissible volatile organic compound limits and do not contain lead.

May, 2026 09960-3 Septage Hauling and Receiving Station Final
C. Certification: Certify that applicable pigments are resistant to discoloration or deterioration when exposed to hydrogen sulfide and other sewage gases and product data fails to designate coating as "fume resistant".

D. Field Samples: Prepare and coat a minimum 100 square foot area between corners or limits such as control or construction joints of each system. Approved field sample may be part of Work.

E. Pre-installation Conference: Conduct as specified in Section 01312 F. Compatibility of Coatings: Use products by same manufacturer for prime coats, intermediate coats, and finish coats on same surface, unless specified otherwise.

1.07 PROJECT CONDITIONS
A. Environmental Conditions: As specified in Section 09910

1.08 SEQUENCING AND SCHEDULING
A. Sequence and Schedule: As specified in Section 01352

1.09 MAINTENANCE
A. Extra Materials: Provide as specified in Section 09910 PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Special Coatings: One of the following or equal:

1. Ameron: Ameron Protective Coatings Division, Brea, CA.

2. Carboline: Carboline, St. Louis, MO.

3. Cook: Sherwin-Williams Co., Cleveland, OH.

4. Devoe: Devoe Coatings, Louisville, KY.

5. IET: Integrated Environmental Technologies, Santa Barbara, CA.

6. International: International Protective Coatings, Houston, TX.

7. Keeler: Keeler & Long Inc., Watertown, CT.

8. Kop-Coat: Carboline, St. Louis, MO.

9. PPC:: Polymorphic Polymers Corp., N. Miami, FL.

10. Sanchem: Sanchem, Chicago, IL.

11. S-W: Sherwin-Williams Co., Cleveland, OH.

12. Tnemec: Tnemec Co., Kansas City, MO.

13. Madwell Products Corporation, Alpharetta, Georgia

2.02 PREPARATION AND PRETREATMENT MATERIALS
A. Metal Pretreatment: As manufactured by one of the following or equal:

1. Ameron: Galvaprep.

2. Devoe: Vy-Kote 443.

3. International: Galvaprep 5 or Alumiprep 33.

4. Kop-Coat: No. 40 Metal Conditioner.

5. S-W: P60G2, Wash Primer.

6. Tnemec: Tneme-Grip 32-1210.

May, 2026 09960-4 Septage Hauling and Receiving Station Final
B. Surface Cleaner and Degreaser: As manufactured by one of the following or equal:

1. Devoe: Devprep 88.

2.03 COATING MATERIALS
A. Alkali Resistant Bitumastic: As manufactured by one of the following or equal:

1. Kop-Coat: Bitumastic Super Service Black

2. International: Intertuf 100.

3. Tnemec: 449, Heavy Duty Black.

B. Wax Coating: As manufactured by one of the following or equal:

1. Sanchem: No-Ox-Id A special.

C. High Solids Epoxy Primer (Not less than 80 Percent Solids by Volume): As manufactured by one of the following or equal:

1. Ameron: Amerlock 400.

2. Devoe: Bar Rust 233H.

3. International: Intergard 750 HS.

4. Kop Coat: Super Hi-Gard.

5. Tnemec: Series 104 H.S. Epoxy.

D. High Solids Epoxy (Not less than 80 Percent Solids by Volume): As manufactured by one of the following or equal:

1. Ameron: Amerlock 400.

2. Devoe: Bar Rust 233H.

3. International: Intergard 565HS.

4. Kop Coat Super Hi-Gard..Tnemec: Series 135 Chembuild.

E. Aliphatic or Aliphatic-acrylic Polyurethane: As manufactured by one of the following or equal:

1. Ameron: Amercoat 450HS.

2. Devoe: Devthane 379

3. International: Interthane 990 HS.

4. Kop Coat: 134, High Solids Carboline.

5. Tnemec: Series 75, Semi-Gloss Endura-Shield.

F. Polymorphic Polyester Resin Coating System: Two component, modified styrene based thermoset resin, EPA approved for potable water, with 100 percent solids and maximum 10 grams per liter volatile organic compounds. Final coat color as selected by ENGINEER. As manufactured by one of the following or equal:

1. IET: IET Prime Coat DS-101, Intermediate Coat DS-301, and Finish Coat DS-401.

2. PPC: PPC Prime Coat, IC-Filler Coat, and FC-Final Coat.

G. Asphalt Varnish: AWWA C 500.

H. Protective Coal Tar: As manufactured by one of the following or equal:

1. Kop-Coat: Bitumastic No. 50.

2. S-W: Cooper Black, No. 750.

3. Tapecoat Co.: T.C. Mastic.

I. Coal Tar Epoxy: As manufactured by one of the following or equal:

1. Ameron: 78HB.

2. International: Intertuf 708 HS.

3. Kop-Coat: 300-M, Bitumastic.

May, 2026 09960-5 Septage Hauling and Receiving Station Final

4. S-W: B69B40/B60V40, Hi-Mil Sher-Tar.

5. Tnemec: Series 60.

J. Concrete Restoration With 100% Epoxy Coating the following no equal:

1. Concrete repair material: Madwell Mainstay ML-72

2. 100% Epoxy material: Madwell Mainstay DS-4.

K. Hydro-POX 204 UHB, no Equal:

1. 100% Solids, 2 component, 1:1 By volume Epoxy Liner System

2. Hydro-POX 204 UHB

2.04 MIXES
A. Mix epoxy parts in accordance with manufacturer's instructions.

B. Mix coal tar epoxy in containers furnished by manufacturer for mixing purposes. Mix unit quantities only. Use power mixer for minimum time recommended by manufacturer. Do not include time during pouring or stirring in mixing time.

PART 3 EXECUTION

3.01 GENERAL PREPARATION
A. Prepare surfaces in accordance with coating manufacturer's instructions, unless more stringent requirements are specified in this Specification.

B. Protect following surfaces from abrasive blasting as specified in Section 09910, by masking, or other means:

1. Threaded portions of valve and gate stems.

2. Machined surfaces for sliding contact.

3. Surfaces to be assembled against gaskets.

4. Surfaces of Shafting on which sprockets are to fit.

5. Surfaces of shafting on which bearings are to fit.

6. Machined surfaces of bronze trim, including those slide gates.

7. Cadmium-plated items except cadmium-plated, zinc-plated, or sherardized fasteners used in assembly of equipment requiring abrasive blasting.

8. Galvanized items, unless scheduled to be coated.

C. Protect installed equipment, mechanical drives, and adjacent coated equipment from abrasive blasting to prevent damage caused by entering sand or dust.

D. Concrete: Clean concrete surfaces of dust, mortar, fins, loose concrete particles, form release materials, oil, and grease. Fill voids so that surface is smooth. Etch or brush off-blast clean (SSPC SP-7) as recommended by coating manufacturer.

E. Ferrous Metal Surfaces:

1. Remove grease and oil in accordance with SSPC SP-1.

2. Remove rust, scale, and welding slag and spatter, and prepare surfaces in accordance with SSPC SP-2 through SP-10.

3. Abrasive blast surfaces prior to coating.

4. When abrasive blasted surfaces rust or discolor before coating, abrasive blast surfaces again to remove rust and discoloration.

5. When metal surfaces are exposed because of coating damage, abrasive blast surfaces before touching-up.

May, 2026 09960-6 Septage Hauling and Receiving Station Final
F. Ferrous Metal Surfaces Not to be Submerged: Abrasive blast in accordance with SSPC SP-6, unless blasting may damage adjacent surfaces, prohibited or specified otherwise. Where not possible to abrasive blast, power tool clean surfaces in accordance with SSPC SP-3.

G. Ferrous Metal Surfaces to be Submerged: Unless specified otherwise, abrasive blast in accordance with SSPC SP-10 or better to clean and provide roughened surface profile of not less than 2 mils and not more than 4 mils in depth when measured with Elcometer 123, or as recommended by the coating manufacturer.

H. Sherardized, Aluminum, Copper, and Bronze Surfaces: Prepare in accordance with paint manufacturer's instructions.

I. Galvanized Surface:

1. Degrease or solvent clean to remove oily residue.

2. Power tool or hand tool clean or whip abrasive blast.

3. Apply metal pretreatment within 24 hours before coating galvanized surfaces that cannot be thoroughly abraded physically, such as bolts, nuts, or preformed channels.

J. Shop Primed Metal:

1. Remove shop primer from metal to be submerged by abrasive blasting in accordance with SSPC SP-10, unless greater degree of surface preparation is required by manufacturer of coating system.

2. Correct abraded, scratched or otherwise damaged areas of shop prime coat by sanding or abrasive blasting in accordance with SSPC SP-6.

3. When entire shop priming fails or has weathered excessively, or when recommended bycoating manufacturer, abrasive blast shop prime coat to remove entire coat and prepare surface in accordance with SSPC SP-10.

4. When incorrect prime coat is applied, remove incorrect prime coat by abrasive blasting in accordance with SSPC SP-10.

5. When prime coat not authorized by ENGINEER is applied, remove unauthorized prime coat by abrasive blasting in accordance with SSPC SP-10.

6. Shop Applied Bituminous Paint (Asphalt Varnish): Abrasive blast clean shop applied bituminous paint or asphalt varnish from surfaces scheduled to receive non-bituminous coatings.

K. Abrasive blast cadmium-plated, zinc-plated, or sherardized fasteners in same manner as unprotected metal when used in assembly of equipment designated for abrasive blasting.

L. Abrasive blast components to be attached to surfaces which cannot be abrasive blasted before components are attached.

M. Grind sharp edges to approximately 1/8 inch radius.

May, 2026 09960-7 Septage Hauling and Receiving Station Final

3.02 GENERAL PROTECTION
A. Protect adjacent surfaces not to be coated from spatter and droppings with drop cloths and other coverings.

1. Mask off surfaces of items not to be coated or remove items from area.

3.03 GENERAL APPLICATION REQUIREMENTS
A. Apply coatings in accordance with manufacturer's instructions.

B. Coat metal unless specified otherwise.

C. Verify metal surface preparation immediately before applying coating in accordance with SSPC Pictorial Surface Preparation Standard.

D. Allow surfaces to dry, except where coating manufacturer requires surface wetting before coating.

E. Wash coat and prime sherardized, aluminum, copper, and bronze surfaces, or prime with manufacturer's recommended special primer.

F. Prime shop primed metal surfaces. Spot prime exposed metal of shop primed surfaces before applying primer over entire surface.

G. Apply minimum number of specified coats.

H. Apply coats to thicknesses specified, especially at edges and corners.

I. Apply additional coats when necessary to achieve specified thicknesses.

J. Coat surfaces without drops, ridges, waves, holidays, laps, or brush marks.

K. Remove spatter and droppings after completion of coating.

L. When multiple coats of same material are specified, tint prime coat and intermediate coats with suitable pigment to distinguish each coat.

M. Dust coatings between coats. Lightly sand and dust surfaces to receive high gloss finishes, unless instructed otherwise by coating manufacturer.

N. Apply coating by brush, roller, trowel, or spray, unless particular method of application is required by coating manufacturer's instructions or these Specifications.

O. Spray Application:

1. When using spray application, apply coating to thickness not greater than that suggested in coating manufacturer's instructions for brush coat application.

2. Use airless spray method, unless air spray method is required by coating manufacturer's instruction or these Specifications.

3. Conduct spray coating under controlled conditions. Protect adjacent construction and property from coating mist or spray.

P. Drying and Recoating:

May, 2026 09960-8 Septage Hauling and Receiving Station Final

1. Limit drying time to that required by these Specifications or coating manufacturer's instructions.

2. Do not allow excessive drying time or exposure which may impair bond between coats.

3. Recoat epoxies within time limits recommended by epoxy manufacturer.

4. When time limits are exceeded, abrasive blast coat prior to applying another coat.

5. When limitation on time between abrasive blasting and coating cannot be met before attachment of components to surfaces which cannot be abrasive blasted, coat components before attachment.

6. Ensure primer and intermediate coats of coating are unscarred and completely integral at time of application of each succeeding coat.

7. Touch up suction spots between coats and apply additional coats where required to produce finished surface of solid, even color, free of defects.

8. Leave no holidays.

9. Sand and recoat scratched, contaminated, or otherwise damaged coating surfaces so damages are invisible to naked eye.

3.04 ALKALI RESISTANT BITUMASTIC
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements.

B. Application:

1. Apply in accordance with general application requirements and as follows:
a. Apply at least 2 coats, 8 to 14 mils dry film thickness each.

3.05 WAX COATING
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements.

B. Application:

1. Apply in accordance with general application requirements and as follows:
a. Apply at least 1/32 inch thick coat with 2 inch or shorter bristle brush. b. Thoroughly rub coating into metal surface with canvas covered wood block or canvas glove.

3.06 HIGH SOLIDS EPOXY SYSTEM
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements and as follows:
a. Abrasive blast ferrous metal surfaces to be submerged at jobsite in accordance with SSPC SP-10 prior to coating. When cleaned surfaces rust or discolor, abrasive blast surfaces in accordance with SSPC SP-10. b. Abrasive blast non-submerged ferrous metal surfaces at jobsite in accordance with SSPC SP-6, Commercial Blast Cleaning, prior to coating. When cleaned surfaces rust or discolor, abrasive blast surfaces in accordance with SSPC SP-6.

B. Application:

1. Apply coatings in accordance with general application requirements and as follows:
a. Apply minimum 2 coat system with total dry film thickness of 10 mils.

May, 2026 09960-9 Septage Hauling and Receiving Station Final
b. Recoat or apply succeeding epoxy coats within time limits recommended by manufacturer. Prepare surfaces for recoating in accordance with manufacturer's instructions.
c. Coat metal to be submerged before installation when necessary, to obtain acceptable finish and to prevent damage to other surfaces. d. Coat entire surface of support brackets, stem guides, pipe clips, fasteners, and other metal devices bolted to concrete.
e. Coat surface of items to be exposed and adjacent 1 inch to be concealed when embedded in concrete or masonry.

3.07 EPOXY AND POLYURETHANE COATING SYSTEM
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements and as follows:
a. Prepare concrete surfaces as for coal tar epoxy.
b. Touch up shop primed steel and miscellaneous iron.
c. Abrasive blast ferrous metal surfaces at jobsite in accordance with Steel Structures Painting Council SP-6, Commercial Blast Cleaning, prior to coating.

When cleaned surfaces rust or discolor, abrasive blast surfaces in accordance with Steel Structures Painting Council SP-6.
d. Degrease or solvent clean, whip abrasive blast, power tool, or hand tool clean galvanized metal surfaces.
e. Lightly abrasive blast or sand fiberglass and plastic to be coated to roughen surfaces prior to coating.

B. Application:

1. Apply coatings in accordance with general application requirements and as follows:

2. Apply 3 coat system consisting of:
a. Primer: 4 to 5 mils dry film thickness high solids epoxy primer, b. Intermediate Coat: 4 to 5 mils dry film thickness high solids epoxy intermediate coat, and
c. Top Coat: 2.5 to 3.5 mils dry film thickness aliphatic or aliphatic-acrylic polyurethane topcoat.

3. Recoat or apply succeeding epoxy coats within 30 days or within time limits recommended by manufacturer, whichever is shorter. Prepare surfaces for recoating in accordance with manufacturer's instructions.

3.08 POLYMORPHIC POLYESTER RESIN SYSTEM
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements and as follows:

2. Prepare concrete to obtain clean, open pore with exposed aggregate in accordance with manufacturer's instructions.

3. Prepare ferrous metal surfaces in accordance with SSPC SP-5, White Metal Finish, with coating manufacturer's recommended anchor pattern.

4. Complete abrasive blast cleaning within 6 hours of applying prime coat. When cleaned surfaces rust or discolor, abrasive blast surfaces in accordance with SSPC SP-5.

5. When handling steel, wear gloves to prevent hand-printing.

6. Adjust pH of concrete to within 5.5 to 8.0 before applying prime coat.

May, 2026 09960-10 Septage Hauling and Receiving Station Final
B. Application:

1. Apply coatings in accordance with general application requirements and as follows:

2. Apply minimum dry film thickness system consisting of primer, tie coat and top coat in accordance with manufacturer's instructions as follows:
a. Steel: 35 mils.
b. Concrete: 45 mils.

3.09 ASPHALT VARNISH
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements.

B. Application:

1. Apply coatings in accordance with general application requirements and as follows:
a. Apply minimum 2 coats.

3.10 PROTECTIVE COAL TAR
A. Preparation:

1. Prepare surfaces in accordance with general preparation coal tar requirements.

B. Application:

1. Apply coatings in accordance with general application requirements and as follows:
a. Apply minimum 20 mils dry film thickness coating.

3.11 COAL TAR EPOXY
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements and as follows:
a. Abrasive blast iron or steel surfaces to be coated as submerged metal in accordance with SSPC SP-5. Prepare other metal surfaces to be coated with coal tar epoxy in accordance with epoxy manufacturer's instructions.

B. Application:

1. Apply coatings in accordance with general application requirements and as follows:
a. Apply two 8 mils dry film thickness coats.
b. Apply coal tar epoxy on blasted steel on same day that steel is blasted. c. Apply succeeding coats over previous coat as soon as application does not cause sagging, within the following times, or as recommended by the coating manufacturer, whichever is sooner.

Average Temperature
(Degrees Fahrenheit)
Maximum Time Between Coats
(Hours)
50 to 60 36
60 to 70 24

May, 2026 09960-11 Septage Hauling and Receiving Station Final
70 to 80 12
80 to 120 4
d. Apply additional coats required to obtain specified thickness. e. When previous coat has cured or set or Maximum Time Between Coats has lapsed, abrasive blast previous coat until surface film is removed. Wash and clean surface with cleaning solvent. Apply succeeding coat within Maximum Time Between Coats or as recommended by coating manufacturer, whichever is sooner.
f. When succeeding coat is applied over previous coat which has cured or set or Maximum Time Between Coats has lapsed, and surface has not been abrasive blasted, remove entire coating system to substrate, and apply new coating system.
g. Where coating system is applied to exterior concrete surfaces below grade, extend system at least 3 inches above finish grade in straight level. Step extended system down 3 inches when extended system reaches 6 inches above finish grade.

3.12 Concrete Restoration With 100% Epoxy Coating Preparation:

1. Prepare surfaces in accordance with general preparation requirements and as follows:

2. Mechanically remove all loose concrete material.

3. Abrasive blast all concrete and metal surfaces to be coated in accordance with SSPC SP-5.

4. Prepare all surfaces to be coated with in accordance with epoxy manufacturer's instructions.

B. Application:

1. Apply cementacious (ML-72) and 100% epoxy coatings (DS-4) in accordance with the manufacturers general application requirements and as follows:

2. Apply to 1" thickness of cementacious coating.

3. Apply 100% epoxy to 100 mills on top of cementacious.

3.13 Hydro-POX
A. Preparation:

1. Prepare surfaces in accordance with general preparation requirements and as follows:

2. Mechanically remove all loose material.

3. Abrasive blast all concrete and metal surfaces to be coated in accordance with SSPC SP-10.

4. Prepare all surfaces to be coated with in accordance with epoxy manufacturer's instructions.

B. Application:

1. Apply Hydro-POX in accordance with the manufacturers general application requirements and as follows:

2. Apply to 100 mils minimum thickness.

3.14 FIELD QUALITY CONTROL
A. Each coat will be inspected. Strip and remove defective coats, prepare surfaces and recoat. When approved, apply next coat.

May, 2026 09960-12 Septage Hauling and Receiving Station Final
B. Control and check dry film thicknesses and integrity of coatings.

C. Measure dry film thickness with calibrated thickness gauge.

D. Dry film thicknesses may be checked with Elcometer or Positector 2000.

E. Verify coat integrity with low-voltage holiday detector. Allow ENGINEER to use detector for additional checking.

F. Check wet film thickness before coating cures on concrete or non-ferrous metal substrates.

G. OWNER may test any and all coatings with destructive and non-destructive testing.

CONTRACTOR shall accommodate and assist OWNER and OWNER's inspector with testing all testing and repair test areas at no additional cost to the OWNER.

3.15 SCHEDULE OF ITEMS NOT REQUIRING COATING
A. Items that have received final coat at factory and not listed to receive coating in field.

B. Aluminum, brass, bronze, copper, rubber, stainless steel, chrome, everdur, or lead unless noted below (except st. steel electrical panels at Plant No. 1).

C. Buried or encased piping or conduit.

D. Exterior Concrete.

E. Galvanized pipe trays and cable trays unless noted below.

F. Grease fittings.

G. Fiberglass ducting or tanks in concealed locations unless noted below.

H. Steel to be encased in concrete or masonry unless noted below.

3.16 SCHEDULE OF SURFACES TO BE COATED IN THE FIELD
A. In general, apply coatings to steel, iron, plastic, and wood surfaces unless specified or otherwise indicated on the Drawings. Coat concrete surfaces and anodized aluminum only when specified or indicated on the Drawings.

B. Following schedule is incomplete. Coat unlisted surfaces with same coating system as similar listed surfaces. Verify questionable surfaces.

C. Concrete:

1. High Solids Epoxy:
a. Safety markings.
b. Sewer Manhole in Burns Drive

2. Manhole in Burns Drive
a. Hydro-POX

3. Manhole at Septage Station
a. PVC liner as noted on the Drawings

May, 2026 09960-13 Septage Hauling and Receiving Station Final
D. Pipe:

1. All new pipe shall be coated in accordance with Section 15052 pipe schedule and as listed in 3.15.E and 3.15F.

E. Metals:

1. Alkali Resistant Bitumastic:
a. Aluminum surfaces to be placed in contact with wood, concrete, or masonry.

2. Epoxy and Polyurethane System: Non-immersed ferrous metal surfaces including a. All new piping, supports, and valves at the septage receiving station. b. Owner supplied equipment per Section 11010 does not need to be coated.

3. Protective Coal Tar:
a. Underground pipe flanges, excluding pipe, corrugated metal pipe couplings, flexible pipe couplings and miscellaneous underground metals not otherwise specified to receive another protective coating.
b. Underground Metal Pipe including Stainless Steel Pipe.

4. Coal Tar Epoxy:
a. Underground Metal Pipe including Stainless Steel Pipe.

5. Stair Safety Markings
a. Epoxy Polyurethane – Safety Yellow
F. Plastic and Fiberglass:

1. Epoxy and Polyurethane System: Surfaces including
a. All new pipe, valves, pipe hangers, supports and saddles, conduit, cable tray hangers, and supports.

END OF SECTION

May, 2026 10400-1 Septage Hauling and Receiving Station Final
SECTION 10400

IDENTIFICATION DEVICES
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Plastic and metal signs.

1.02 SUBMITTALS
A. Product Data.

B. Shop Drawings: Include lists of sign types, sizes, text, and colors; mounting details; locations; and cast metal plaque rubbings and templates.

C. Samples: Include actual materials.

D. Manufacturer's Installation Instructions.

1.03 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer of proposed products for minimum 5 years with satisfactory performance record of minimum 5 years.

B. Installer Qualifications: Manufacturer approved installer of products similar to specified products on minimum 10 projects of similar scope as Project with satisfactory performance record.

C. Regulatory Requirements: Provide signage in accordance with Americans with Disabilities Act as published in the Federal Register, Volume 56.

PART 2 PRODUCTS

2.01 METAL SAFETY SIGNS
A. Manufacturer: Meeting OSHA Requirements; 40 Mil Thick Aluminum with Baked Enamel Finish. One of the following or equal:

1. Seton Name Plate Co., New Haven, CT, Style SW-G, Special Wording.

B. Danger Sign Colors:

1. Background: White.

2. Heading: White lettering on red oval with white border in black rectangular panel.

3. Message: Black lettering on white.

C. Caution Sign Colors:

1. Background: Yellow.

2. Heading: Yellow lettering on black rectangular panel.

3. Message: Black lettering on yellow.

D. Safety Instruction Signs:

May, 2026 10400-2 Septage Hauling and Receiving Station Final

1. Background: White.

2. Heading: White lettering on green rectangular panel.

3. Message: Black lettering.

E. Location, Text: As scheduled in Attachment A.

F. Fasteners: Round head stainless steel bolts or screws.

2.02 NON-ELECTRICAL NAMEPLATES
A. Material and Fabrication: Stainless steel sheet, engraved or stamped with text, holes drilled or punched for fasteners.

B. Fasteners: Number 4 or larger oval head stainless steel screws or drive pins.

C. Text: Manufacturer's name, equipment model number and serial number, identification tag number, and when appropriate, drive speed, motor horsepower and rated capacity, pump rated total dynamic head and impeller size.

2.03 ELECTRICAL NAMEPLATES
A. Material and Fabrication: Black lamicoid with white letters, holes drilled for fasteners.

B. Fasteners: Number 4 or larger oval head stainless steel screws or drive pins.

C. Text: Purpose and identification of load power source and circuit number for each disconnect means of service, feeder, branch, or equipment conductors and pushbutton station.

2.04 IDENTIFICATION DEVICES
A. Manufacturer: One of the following or equal:

1. Seton Name Plate Co., New Haven, CT.

B. Underground Warning Tapes: Metallic detection tape; minimum 4 mil thick by 6 inch wide polyethylene film with wording, caution, and name of service followed by words, line buried below, repeated continuously along tape length, and alternate metallic and color strips, blue for water, orange for telephone, red for electric, green for sewer, yellow for gas and other services.

C. Voltage Appliques: Seton-Code, vinyl with pressure sensitive adhesive, orange color, 9 by 2-1/4 inches, approximately 1-1/4 inch high letters indicating voltage and word, volts.

D. Hazard Material Signals: In accordance with NFPA Coding System and NFC Standard 79-3; vinyl panels, letters, and symbols with pressure sensitive adhesive, sizes as required for viewing distances, letters and symbols in accordance with Attachment C.

PART 3 EXECUTION

3.01 PREPARATION

May, 2026 10400-3 Septage Hauling and Receiving Station Final
A. Protect adjacent surfaces which may be damaged by installation of signs.

B. Prepare substrates in accordance with sign manufacturer's instructions.

C. Remove scale, dirt, grease, and other contaminates from substrates.

3.02 INSTALLATION
A. Install signs in accordance with sign manufacturer's instructions.

B. Fasten signs securely in level, plumb, and true to plane positions.

C. Install metal traffic signs where indicated on the Drawings.

D. Lay underground warning tape approximately 6 inches below finish grade above service lines.

E. Apply voltage appliques on exposed medium voltage circuit raceways at maximum 50 foot on center.

3.03 ATTACHMENTS
A. Metal Safety Sign Schedule.

END OF SECTION

May, 2026 10400-4 Septage Hauling and Receiving Station Final

ATTACHMENT A

METAL SAFETY SIGN SCHEDULE
A. NONPOTABLE WATER: (2 total)

1. Location: At impure water and nonpotable water hose valves in accordance with Typical Detail M276.

2. Height: In accordance with Typical Detail.

3. Size: In accordance with Typical Detail.

4. Heading: DANGER

5. Wording: DO NOT DRINK THIS WATER
B. REMOTELY CONTROLLED AUTOMATIC EQUIPMENT: (1 Total)

1. Location: At equipment that starts automatically by remote control.

2. Height: Standard

3. Size: 17 inches wide by 11 inches high.

4. Heading: DANGER

5. Wording: THIS EQUIPMENT STARTS AUTOMATICALLY
a. BY REMOTE CONTROL
C. EQUIPMENT TROUBLE: (1 Total)

1. Location: Next to Driver Terminal Panel.

2. Height: Standard

3. Size: 17 inches wide by 11 inches high.

4. Heading: EQUIPMENT TROUBLE

5. Wording: For Equipment Trouble, Call 530-822-3264

END OF METAL SAFETY SIGN SCHEDULE

May, 2026 11010-1 Septage Hauling and Receiving Station Final
SECTION 11010

INSTALLATION OF OWNER SUPPLIED

SEPTAGE RECEIVING EQUIPMENT
PART 1 GENERAL
PART 1.1 OVERALL SCOPE
A. The work of this section includes the installation of septage receiving equipment, supplied by the Owner in accordance with the information contained and documents referenced herein.

B. Scope:

1. Owner Supplied equipment only includes the equipment specifically listed in the attached equipment proposal. All equipment indicated on contract documents shall be provided by the Contractor in accordance with the electrical specifications.

2. Scope: The manufacturer’s Scope of Supply and Approved Submittal are attached to these specifications.

3. Schedule: Yuba City shall take delivery of the Equipment between May 15 and July 15, 2026 at the WWTP. Contractor shall off load equipment and coordinate delivery time with the City.

C. Contractor Responsible for a Complete and Operational System:

1. All, labor, materials, equipment, appurtenances, and services of any kind, which are not listed in the attached proposal, but are required to provide a complete and operational system in conformance with the technical specifications provided shall be furnished by the Contractor. As a minimum, this shall include.
a. Unloading, storing, and installing the equipment per the Manufacturer’s recommendations.
b. Inspecting all equipment for damage or missing items. c. Modifying and constructing foundations and supports for the equipment. d. Providing and installing equipment anchor bolts.
e. Installation of all piping and supports.
f. Installation of all electrical conduit, wire, instrumentation and supports. g. Installation of the Equipment Control Panel and Driver Interface Panel. h. Startup and testing of equipment. Contractor shall perform all other testing specified or indicated on the Drawings.
i. Any other work identified in the technical specifications or this specification not included in the Manufacturer’s scope of supply. j. Other work identified as “by City”, “by Owner”, “by others”, or “by Contractor” in the attached scope of supply.
k. All work required for a complete and operational system.

PART 1.2 SUMMARY
A. Section Includes:

1. The City supplied Septage Receiving Equipment shall be in conformance with the referenced sections listed below accept where a specific exception was taken in the attached scope of supply. The Contractor shall install all

May, 2026 11010-2 Septage Hauling and Receiving Station Final
equipment in conformance with the following referenced sections and per the manufacturer’s written instructions.

B. Related Sections

1. 01756 Testing Training and Facility Start Up.

PART 2 PRODUCTS
PART 2.1 MANUFACTURERS
A. Owner Supplied Electrical Equipment: Franklin Miller PART 3 EXECUTION
PART 3.1 INSTALLATION
A. Assemble and install products in accordance with manufacturer's instructions.

B. Install and test equipment.

C. Inspect all components for shipping damage and conformance to the specifications.

Alert the Owner of any discrepancies.

D. Unload, uncrate, store, equipment until ready for installation.

E. Ensure readiness of the equipment before requesting start-up services. Nonreadiness may incur additional charges from the Manufacturer that shall be the responsibility of the Contractor.

F. Perform all startup and testing of the equipment in conjunction with the equipment supplier.

PART 3.2 FIELD QUALITY CONTROL
A. Witnessing: All field testing shall be witnessed by the ENGINEER; provide advanced notice of field testing.

B. Inspection and Check-out: As specified in Sections 01756.

C. Equipment Test: Test equipment as specified in 01756.

D. Operational Testing: Perform as specified in Section 01756.

PART 3.3 MANUFACTURER'S FIELD SERVICES
A. Coordinate and assist manufacturer to inspect system before initial start-up and certify that system has been correctly installed and prepared for start-up as specified in this section.

B. Training: Assist equipment manufacturer in providing training.

END OF SECTION

May, 2026 11010-3 Septage Hauling and Receiving Station Final
Vendor Information

1. Vendor Quote Dated 5/03/2024 – 5 pages

2. Vendor Submittal Dated 8/13/2025 – 99 pages

May 03, 2024
Quote No: 64052

E4668
Yuba City
302 Burns Drive
Yuba City, CA 95991 USA
Phone: (530)822-7696
Your Local Representative:

JBI Water & Wastewater Eqt., Inc.

Attn: JJ Jeffries
Tel: 916-955-5500
email: [email protected]
Salesperson:
[email protected]
Nicholas Ilaria, Regional Sales Manager
We are pleased to quote on the following:

Quantity Description Price Totals
TASKMASTER® GRINDER, Model TM851204TT as
follows:
- Housing with built-in Tramp-Trap to collect heavy objects - D.I.

Construction
- Nom. 8" x 12" Cutting Chamber
- Cutter Cartridge Technology: 7/16" Thick x 7 Tooth Cam Cutters, 4140 H.T.
- 4" Ansi Flange Housing- 150# Bolt Pattern
- Drop-In Design Housing For Fast & Easy Maintenance
- 2" Hexagonal Shafting, 4140 H.T.
- Manual Gate Valve for fast Tramp Removal - D. I. - 6" Dia. - Clean out Port - Top Mounted
- Clean out Port - In discharge flange
- Painted 2 Coats Heavy Epoxy Coating - Osha Blue
- Weight: 1820 lbs.
1 MOTOR AND DRIVE INCLUDING:
- 5HP TEFC C-Face Motor, 230/460V, 3PH, 60 HZ
- Gear Reducer - Cycloidal, Vertical Down
- Coupling: High Torque Jaw Style
- Reducer and Adapter constructed of Iron and Steel
1 EA
4" Inlet Pipe Assemby
- 4" Piping - with flanges, 304 Stainless Steel
- Support Stands - Stainless Steel
- Flow Meter & Transmitter - Hard Rubber Liner, Hast C Electrodes, 4" 150# flanges
- Plug Valve - 4"Flg Acry-Butadiene V-Type Pkg
1 EA
EA PH and CONDUCTIVITY Monitor Assy: 1
SPIRALIFT® SR30 Septage Receiving Station as
follows:

SPIRALIFT Model SR30 Septage Receiving and Screening
including:
- Tank Enclosure, T304SS construction
- 4" inlet flange constructed of heavy stainless steel
- Hinged Access cover with interlock
1 EA
.......... Experience the Difference

May 03, 2024
Quote No: 64052

E4668
Quantity Description Price Totals
Spiral Screen including:
- Stainless Steel tank housing
- Alloy Steel Shaftless Auger and Stainless outer flighting in Screen area - 27" Dia. Stainless Steel perforated screen basket.
- Heavy-duty Nylon segmented bolt-on screen brushes attached to Auger. - Shaft-mounted Gear Reducer and 1 HP TEFC 3/60/230/460 Motor Compaction Zone
Enhances output quality through superior dewatering and compacting - fitted with screen, backwash system and return drain located prior to outlet
- Reduces odors
- Reduces overall weight of screenings
Spray Wash System including:
- Screen washing zone to clear perforated screen
- Spray Wash for tank washdown during shutdown cycle
- Each line regulated by solenoid and ball valve
- Design Flow: 70 gpm of potable water
Ultra-Sonic Level Sensor:
- Mounted in SR tank for high level detection.
- 20' Max, Explosion Proof (FM Class 1 , Div 1 Group A,B,C,D) - 24VDC
S270-SRH Septage Receiving Controller
With Hauler Station Interface
- Provides control and integration of all system components - Card Reader - for Hauler authentication
- Receipt Printer
- HMI Interface
- Allan Bradley PLC
- Nema 4X Stainless Steel Enclosure - Local Hauler Station Panel - Nema 12 Steel Enclosure - Main Control Panel
- Interior Mount Control Cabinet
- IEC Starters, & Long Lasting LED Indicators
- Provided with 50 Magnetic Cards
1 EA
HAULERLOGIC™ - Including:

Multiuser Administration Software
1 EA
.......... Experience the Difference

May 03, 2024
Quote No: 64052

E4668
Quantity Description Price Totals
- Allows Customer Account Maintenance
- Monitors Current and Past Hauler Activity
- Provides Reports, Invoices and Statements
- Enable/Disable Customer Accounts
- Select Account Type - Prepay or Invoice
- Set Rates
- SQL Database Driven
- Runs on Microsoft Workstation, Accessible from PC, MAC or Tablet 1 Year Telephone Support and Software Updates Included
Remote support for installation is included.

Use of this software is subject to the Haulerlogic License Agreement.

Server Not Included.

Startup Services - By Rep
- Installation Inspection
- Warranty Certification
- O&M instructions
If more than one day, Days are Consecutive.

Normal Day Rate includes up to 8 hours,
2 DY
1 EA PN-ENG SEISMIC CALC
Total Lump Sum: $251,000.00
$251,000.00
$245,000.00
$6,000.00
Subtotal:

Freight:

Grand Total:

Prices are Valid Until Tuesday, July 2, 2024
Freight & Sales Tax (CA, NY, NJ, MD) if applicable, will be added to Invoice.

Thank you for this opportunity to be of service.

This quote is subject to Franklin Miller Standard Warranty, Terms and Conditions attached. Prices do not include applicable taxes.
.......... Experience the Difference

1. ENTIRE AGREEMENT
Any order resulting from a Franklin Miller (“SELLER”) proposal shall be bound by the following Terms and Conditions. Any exception to these Terms and Conditions by the BUYER shall not be binding on SELLER unless agreed to in writing upon the parties hereto, their successors and assigns.

2. LIMITED WARRANTY
SELLER warrants the goods sold hereunder to be free from defects in material and workmanship under normal use and service not arising from misuse, negligence or accident, or unauthorized modification of the equipment, in connection with the use, installation, and transportation of the goods by BUYER, its agents, servants, employees or by carriers. SELLER's obligations under this warranty are limited to remedying any deficiencies in the goods at such place or places in the United States of America as may be designated by SELLER. This warranty shall pertain to any part or parts of any goods to which BUYER has, within (12) months after date of shipment given written notice of a claimed defect to the SELLER. The BUYER shall be required to furnish SELLER with details of such defects and this warranty shall be effective as to such goods which upon SELLER's examination shall disclose to its satisfaction to have been defective and which at SELLER's option shall be repaired in place if required for a warranty repair. The BUYER at his expense shall make available in a suitable location for repair by SELLER or promptly thereafter be returned to SELLER, at BUYER's, or its nominee’s expense.

If upon examination it is determined by the SELLER that the repair or replacement does not fall within the warranty as set forth in this clause, an estimate for cost of repair will be provided to the BUYER. This warranty is expressly in lieu of all other warranties expressed or implied. In no event shall the SELLER be liable to the BUYER or to any other person for any loss or damage, direct or indirect, arising out of or caused by the use or operation of the goods, or for the loss of profits, business, or good will. Under no circumstance will SELLER be liable for any of the following: (1) third party claims against BUYER for losses or damages including liquidated damages: (2) loss of or damage to BUYER's records or data; or (3) economic consequential damages (including loss of profits or savings) or incidental damages even if SELLER is informed of their possibility. Excluded from the warranty herein are (a) defects in parts or components not manufactured directly by SELLER (SELLER will, however, pass on the remaining balance of the purchased equipment manufacturer's warranty) or not part of SELLER's standard design or are supplied pursuant to special BUYER's requirements; (b) certain parts which are subject to wear and tear from abrasive action or use thereof; and (c) any part that has been subjected to misuse. SELLER's liability is limited to furnishing or repairing at SELLER's option parts determined by SELLER to be defective. NO EXPRESS WARRANTIES AND NO IMPLIED WARRANTIES,

WHETHER OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR

USE, OR OTHERWISE (EXCEPT AS TO TITLE) OTHER THAN THOSE

EXPRESSLY SET FORTH ABOVE WHICH ARE MADE EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, SHALL APPLY TO PRODUCTS SOLD BY US.

In the case of delayed start-up, SELLER shall provide recommended maintenance and long-term storage instructions, including documentation forms which BUYER must complete in order to maintain this warranty. BUYER’s failure to adhere to said maintenance instructions for any piece of the equipment shall void this warranty. Further, no waiver, alteration, or modification of the foregoing conditions shall be valid unless made in writing and signed by an executive officer of SELLER. If the BUYER is in default of Clause 6 (Payment of Purchase Price) this warranty is null and void unless reinstated by SELLER.

3. FORCE MAJEURE
The obligation of SELLER hereunder shall be modified or excused for reasons of act of God, war, changes in law or regulations, strikes or lock-outs, fire, breakdown of machinery, or if for any other cause beyond SELLER's control, including supplier delay, the goods cannot be delivered, or their delivery becomes delayed in whole or in part. In the above instances, time for delivery shall be extended for the period of the delay caused, with the proviso, however, that either party may cancel in writing the undelivered portion of the order or contract if the delay exceeds six (6) months from the delivery date originally confirmed by SELLER. In no event shall SELLER become liable in the aforesaid instances to BUYER or any third party for consequential damages, liquidated damages, particularly described in ARTICLE 2 herein.

4. DELIVERY
(a) All quoted delivery dates and/or periods are approximate. Unless otherwise agreed, delivery of the goods is F.O.B. Factory or (EX WORKS - INCOTERMS 2000). Delivery to any common carrier shall constitute delivery to BUYER, and thereafter the risk of loss or damage to the goods shall be upon BUYER. Delays by BUYER, Owner, or the engineer of the BUYER or Owner in furnishing necessary technical information or documents, or delays caused by order modifications requiring additional production time, shall result in a corresponding postponement of the delivery date.

5. SHORTAGE OR DAMAGE OF DESTINATION SHIPMENTS
Any claims of shortage or damage on destination shipments must be made in writing within ten (10) days after delivery of the goods (as to which such claim is made) to SELLER or its nominees, but in no event shall the claim be later than within the time limit provided by the carrier or insurance company, otherwise such claim shall be deemed waived.

6. PAYMENT OF PURCHASE PRICE
(a) Time of payment is of the essence under this contract. Upon default by BUYER in any of the terms of this contract, or failure to comply with any of the conditions hereof, or upon seizure of the property under execution or other legal process, or if BUYER becomes bankrupt or insolvent, or any petition for reorganization or for a state court receivership is filed against BUYER, or if the BUYER makes any assignment for the benefit of his creditors or otherwise sells, encumbers or disposes of the merchandise, or if for any other reason the SELLER should deem itself insecure, the full amount of the purchase price then remaining unpaid shall at once become due and payable at the option of the SELLER. Then, at its option, SELLER may take possession of any goods theretofore sold to BUYER, in connection with which the full purchase price has not been paid, analogous to the terms and provisions set forth herein.
(b) TERMS OF PAYMENT - All orders are subject to credit approval by the SELLER.

Payment terms are as stated in SELLER’s quotation. Retainage if required by OWNER shall be no more than 5% of the purchase price. Retainage shall be released and paid in full no later than 120 days after satisfactory start up of the SELLER's equipment. All shipments, including partial shipments, will be billed a pro rata amount as of date shipped. If the account remains unpaid after sixty (60) days, interest at the rate of 1-1/2% per month (18% per annum) will be added to the outstanding balance computed from date of shipment. All costs of collection will be added to the outstanding balance including legal fees and court costs. Acceptance of partial payments on account does not constitute any change in the payment terms and conditions herein and is not to be considered to extend the due date for payment.

7. SECURITY INTEREST AND TITLE
In states and localities which are governed by the Uniform Commercial Code, this contract shall serve as the security agreement, reserving in SELLER a security interest until full payment of purchase price. The provisions of the Uniform Commercial Code regarding security interest shall have preference and apply if inconsistent with other terms of the conditions of sale herein. In states and localities where the Uniform Commercial Code does not apply, title to the merchandise shall remain in the SELLER or its assigns until full payment of the purchase price. BUYER agrees to execute forthwith any and all documents in such form as SELLER may require for filing or recording the security interest under the Uniform Commercial Code with the proper registers or offices, or for filing or recording the conditional sales contract.

8. VARIATIONS IN DUTIES AND TAXES & RATE OF EXCHANGE
The prices on the products specified are exclusive of all city, state or federal taxes.

BUYER shall bear any increases, after the date of this contract, in or any new imposition of duties, levies or taxes relating to the product sold hereunder. Unless a Sales Tax Exemption Certificate is provided, SELLER will invoice for the New Jersey Sales Tax on all items sold in New Jersey. SELLER is not authorized to collect sales tax for any other jurisdiction.

9. MODIFICATIONS AND CANCELLATION
The parties may agree to modify project plans or specifications provided BUYER pays SELLER for engineering time, materials costs, and other expenses relating to the requested modification. An order, once placed with and accepted by SELLER can be canceled only with SELLER’s consent and upon terms that will indemnify SELLER against loss.

FRANKLIN MILLER INC.

TERMS AND CONDITIONS
DATED 5/30/2019

10. STOP WORK ORDER OR DELAY:

If an engineering approval, release to manufacturer, shipment or work on any part of this contract is held or delayed by BUYER for greater than 120 days from the date of contract, SELLER is entitled to an increase in contract price to cover cost escalations caused by such delay.

11. MISCELLANEOUS PROVISIONS
(a) If for any reason a provision of the contract is legally invalid, then in such event the rest of the contract shall remain in full force and effect; (b) Any amendment to any contract or contracts shall require the consent in writing of both parties; and (c) The within terms shall govern in any instance where they conflict with the provisions of any forms used by BUYER.

12. BUYER'S RESPONSIBILITY AS TO MAINTENANCE
BUYER shall use and shall require its employees and agents to use all safety devices and guard safe operating procedures and shall maintain the same in proper working order. Further, BUYER shall obey and have its employees, subcontractors and agents obey safety instructions given by SELLER. BUYER agrees to indemnify and save SELLER harmless from any liability or obligation with respect to any personal injuries or property damage directly or indirectly connected with the operation of the equipment. BUYER agrees to notify SELLER promptly and in any event not less than ten (10) days after notice or knowledge of any accident or malfunction involving SELLER's equipment which has caused personal injury or property damages and to cooperate fully with SELLER in investigating and determining the causes of such accident.

13. REPAIR OBLIGATION FOR CONTAMINATED EQUIPMENT
Nothing herein shall be deemed to require SELLER to accept equipment for repair, modification or alteration unless the units have first been cleaned and decontaminated.

14. NOISE LEVEL REQUIREMENTS
Although SELLER's machines have been designed to satisfy the general requirements of BUYER's specifications, SELLER cannot represent or certify that they satisfy the noise level requirements for a specific application, location or operation since these circumstances are unknown to SELLER and are beyond SELLER's control and because of the general nature of size reduction equipment.

If required to test for this noise level requirement, testing will be with no product fed to the machine and FMI will provide a quotation for each test to be performed. If corrections are required after completion of the tests, the costs for these modifications will be negotiated.

15. OSHA CONDITIONS
Although SELLER's machines and guards have been designed to satisfy the general intentions of OSHA requirements, SELLER cannot present or certify that they satisfy the requirements of OSHA for a specific application, location, or operation since these circumstances are unknown to SELLER and are beyond SELLER's control. The SELLER shall not be liable for any costs of compliance or other costs or fines resulting from non-compliance with any OSHA requirement.

16. DOCUMENTS REQUIRED
Prices quoted include the required number of manuals set forth in the specifications. If not stated, SELLER shall provide its standard Operations and Maintenance Manuals. Any additional manuals are not included in the quoted price and shall be charged to BUYER.

17. PATENT AND LICENSE & LIABILITY INDEMNIFICATION
BUYER agrees to indemnify SELLER, its agents, successors and assigns against any loss, damage and liability, including costs and expenses arising out of any claim against SELLER for actual or alleged infringement on any patent, copyright or trademark arising out of the use or sale by BUYER, its agents, servants, employees or customers of the product provided by SELLER, as used by BUYER, in conjunction with any other equipment, product or system. BUYER agrees to indemnify SELLER, its agents, successors and assigns against any loss, damage and liability, including costs and expenses arising out of any claim against SELLER for actual or "Bodily injury" or "property damage" arising from the actual, alleged or threatened discharge, dispersal, release or escape of pollutants from any source whatsoever. “Pollutants” means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed.

18. TRADEMARKS AND COPYRIGHTS
BUYER acknowledges that it has no right, title or interest in the trademarks or copyrights in the products, and BUYER covenants that it will take no action to register or otherwise interfere with such rights.

19. INDEPENDENT CONTRACTORS
SELLER and BUYER are independent contractors. BUYER is not authorized to and shall not make any representations on behalf of which are binding upon SELLER.

20. NON-ASSIGNMENT BY BUYER
Contract or contracts may not be assigned by the BUYER without prior written consent of the SELLER.

21. APPLICABLE LAW
Any contracts herein are governed by the applicable laws of the State of New Jersey.

22. BUYER APPROVALS
If BUYER approval is required of the SELLER’s submittals, specifications and/or operating instructions submissions, upon receipt of such approval, the approved documents shall supersede the BUYER's description of requirements on this purchase order and the description on the SELLER’s original proposal. SELLER will provide equipment, spares and data in accordance with the approved submittals.

23. STANDARD PRODUCTS
All of SELLER’s machines are built to best commercial practices and as part of its standard product line, which may be modified to meet BUYER's specifications.

However, no manufacturing drawings or procedures, formal inspection plans, schedules, progress reports, welding procedures, quality control plans, or sub-supplier information, will be supplied. Erection, safety, operation and maintenance instructions are contained in SELLER’s manual to be supplied with the machines.

24. SIZES AND DIMENSIONS
The samples, measurements, dimensions and weights contained in the SELLER's catalogs, sales manuals, photographs and drawings constitute only an approximate guide. The SELLER reserves the right to make any changes which the SELLER, in its absolute discretion, considers necessary.

25. ARBITRATION
Actions by the SELLER for nonpayment by the BUYER of the undisputed purchase price of goods sold by the SELLER, or for redress for other undisputed breaches by the purchaser of the contract of sale, may be brought by the SELLER before any judicial court of competent jurisdiction without need for prior arbitration.

All other disputes, controversies, or claims arising out of or relating to this agreement or the performance or breach thereof shall be settled by arbitration by an arbitrator mutually agreeable to be held in the County of Essex, State of New Jersey in accordance with the rules and procedure then obtaining of the American Arbitration Association.

26. FORUM.

ALL JUDICIAL PROCEEDING AND/OR ARBITRATION BROUGHT

AGAINST BORROWER ARISING OUT OF OR RELATING TO THIS NOTE

MAY BE BROUGHT IN ANY STATE OR FEDERAL COURT OF COMPETENT

JURISDICTION IN THE STATE OF NEW JERSEY, AND BY EXECUTION

AND DELIVERY OF THIS AGREEMENT BUYER ACCEPTS FOR ITSELF AND

I N C O N N E C T I O N W I T H I T S P R O P E R T I E S , G E N E R A L L Y A N D

UNCONDITIONALLY, THE JURISDICTION OF THE AFORESAID COURTS

AND FORUM FOR ARBITRATION AND WAIVES ANY DEFENSE OF

FORUM NON CONVENIENS AND IRREVOCABLY AGREES TO BE BOUND

BY ANY JUDGMENT RENDERED THEREBY IN CONNECTION WITH THIS AGREEMENT. BUYER hereby agrees that service of process sufficient for personal jurisdiction in any action against BUYER in the State of New Jersey may be made by registered or certified mail, return receipt requested, to BUYER at its address as provided by BUYER. BUYER hereby acknowledges that such service shall be effective and binding in every respect.

FRANKLIN MILLER INC.

TERMS AND CONDITIONS
DATED 5/30/2019

SPIRALIFT SR
Model: SR30
SN: 12980,12981

Franklin Miller Inc.
60 Okner Parkway ● Livingston, N.J. 07039 ● Phone: (973)535-9200 ● Fax: (973)535-6269 Submittal Data by Franklin Miller,Inc.

Prepared For:

Franklin Miller is pleased to provide the enclosed submittal data for your review and Approval.

Date Pages
Revision Prepared By
Copies Action
Purchase Order
Installation
Qty Model Serial Number Weight (Lbs.)
Review & Approval Required:

Signed by : ✓ Check One:

Title: Approved without change
Organization: Approved as noted
Date: Revise and resubmit
The returned data package may be transmitted via fax, mail, or email. This machine can not be released for production without the above mentioned information and APPROVAL signature.

Once approved with signature and released for production, this submittal document will be considered a legal document and will override any other documents; unless otherwise specified in writing in this document. Franklin Miller will only be responsible for items mentioned herein. If any modifications are required, Franklin Miller will resubmit this document for final approval (without charge). 08/13/2025
00 Ashley Arias
Approval
22-24-05
Yuba City Septage Station
1 SR30 12981,12982
K.W. EMERSON
413 W. Saint Charles Street
SAN ANDREAS CA 95249
Please send back your approval and confirm / provide the following:
• Respond to All Note Written On Page 19
• Confirm voltage requirements (230V) or (460V)
• Specify whether OM Manual should be digital PDFs or hard copies. • Confirm that seismic calcs are for anchors only
142

CONFIDENTIALITY NOTICE
This submittal embodies proprietary information of FRANKLIN MILLER INC. Any reproduction or transmittal to any party outside the recipient’s organization (except where the recipient has been given the express right by written agreement) is expressly prohibited. Use and sale rights regarding the same are expressly reserved. It is submitted under a confidential relationship for a specific purpose, and the recipient agrees by accepting this submittal not to supply or disclose any information regarding it to any outside party. All rights hereto are expressly reserved by FRANKLIN MILLER INC.

Livingston, New Jersey.

Table Of Contents
FRANKLIN MILLER, INC.

FRANKLIN MILLER, INC.
60 Okner Parkway Livingston, N.J. 07039 Phone: (973)535-9200 Fax: (973)535-6269 Unit Specification 1
Scope of supply 1.1
Paint Specification 2
Warranty 3
Drawings 4
SN 12981 12981 Machine Drawing 4.1
TM8500 Common Parts Drawing 4.2
Fixed Bearing / Seal Cartridge Drawing 4.3
Expansion Bearing / Seal Cartridge Drawing 4.4
Motor Data 5
Spiralift SR30 Motor 5.1
Taskmaster TM8500 TM851204TT Motor 5.2
Flow Meter 6
Knife Gate Valve 7
PH Sensor 8
Plug Valve 9
Reducer Data 10
Electrical 11
Electrical Drawing 11.1

1Unit Specification

FRANKLIN MILLER, INC.

FRANKLIN MILLER, INC.
60 Okner Parkway Livingston, N.J. 07039 Phone: (973)535-9200 Fax: (973)535-6269

UNIT SPECIFICATIONS
General Information
Order #: 108618
Serial #: 12980,12981
Customer: Yuba City
Purchase Order #: 270023
Machine Installation: Water Reclamation Plant
Machine Model: SR30
Quantity: 1
Motor

MANUFACTURER
TECO
POWER
1HP

ENCLOSURE
TEFC
VOLTS
230/460
PHASE
3 phase
HERTZ
60 Reducer

MANUFACTURER
NORD
MODEL
SK5382
RATIO
Enclosure
MODEL
S270-SR

CONTROLLER
VOLTS
230/460
PHASE
3 phase
HERTZ
60

Order No. 111304
Scope of Supply
Sold To:

Yuba City
302 Burns Drive
Yuba City, CA 95991 USA
Phone: (530)822-7696
Fax: (530)822-4773
Rep:

JBI Water & Wastewater Eqt., Inc.
3386 Tartan Trail
El Dorado Hills, CA 95762 USA
Salesperson Serial Number
Jacob Galanty 12981, 12982 7/9/2025
Order Date
YUB001
Organization ID
PO 270023
P.O. #
Line No. Quantity Units Description
1 1.0 EA TASKMASTER® GRINDER, Model TM851204TT as follows:
- Housing with built-in Tramp-Trap to collect heavy objects - D.I. Construction - Nom. 8" x 12" Cutting Chamber
- Cutter Cartridge Technology: 7/16" Thick x 7 Tooth Cam Cutters, 4140 H.T. - 4" Ansi Flange Housing- 150# Bolt Pattern
- Drop-In Design Housing For Fast & Easy Maintenance
- 2" Hexagonal Shafting, 4140 H.T.
- Manual Gate Valve for fast Tramp Removal - D. I. - 6" Dia. - Clean out Port - Top Mounted
- Clean out Port - In discharge flange
- Painted 2 Coats Heavy Epoxy Coating - Osha Blue
- Weight: 1820 lbs.
2 1.0 EA MOTOR AND DRIVE INCLUDING:
- 5HP TEFC C-Face Motor, 230/460V, 3PH, 60 HZ
- Gear Reducer - Cycloidal, Vertical Down
- Coupling: High Torque Jaw Style
- Reducer and Adapter constructed of Iron and Steel
3 1.0 EA 4" Inlet Pipe Assemby
- 4" Piping - with flanges, 304 Stainless Steel
- Support Stands - Stainless Steel
- Flow Meter & Transmitter - Hard Rubber Liner, Hast C Electrodes, 4" 150# flanges - Plug Valve - 4"Flg Acry-Butadiene V-Type Pkg
4 1.0 EA PH and CONDUCTIVITY Monitor Assy:
5 1.0 EA SPIRALIFT® SR30 Septage Receiving Station as follows:

Order No. 111304
Scope of Supply
Sold To:

Yuba City
302 Burns Drive
Yuba City, CA 95991 USA
Phone: (530)822-7696
Fax: (530)822-4773
Rep:

JBI Water & Wastewater Eqt., Inc.
3386 Tartan Trail
El Dorado Hills, CA 95762 USA
Salesperson Serial Number
Jacob Galanty 12981, 12982 7/9/2025
Order Date
YUB001
Organization ID
PO 270023
P.O. #
Line No. Quantity Units Description
SPIRALIFT Model SR30 Septage Receiving and Screening including:
- Tank Enclosure, T304SS construction
- 4" inlet flange constructed of heavy stainless steel
- Hinged Access cover with interlock
Spiral Screen including:
- Stainless Steel tank housing
- Alloy Steel Shaftless Auger and Stainless outer flighting in Screen area - 27" Dia. Stainless Steel perforated screen basket.
- Heavy-duty Nylon segmented bolt-on screen brushes attached to Auger. - Shaft-mounted Gear Reducer and 1 HP TEFC 3/60/230/460 Motor Compaction Zone
Enhances output quality through superior dewatering and compacting - fitted with screen, backwash system and return drain located prior to outlet - Reduces odors
- Reduces overall weight of screenings
Spray Wash System including:
- Screen washing zone to clear perforated screen
- Spray Wash for tank washdown during shutdown cycle
- Each line regulated by solenoid and ball valve
- Design Flow: 70 gpm of potable water
Ultra-Sonic Level Sensor:
- Mounted in SR tank for high level detection.
- 20' Max, Explosion Proof (FM Class 1 , Div 1 Group A,B,C,D) - 24VDC
6 1.0 EA S270-SRH Septage Receiving Controller

Order No. 111304
Scope of Supply
Sold To:

Yuba City
302 Burns Drive
Yuba City, CA 95991 USA
Phone: (530)822-7696
Fax: (530)822-4773
Rep:

JBI Water & Wastewater Eqt., Inc.
3386 Tartan Trail
El Dorado Hills, CA 95762 USA
Salesperson Serial Number
Jacob Galanty 12981, 12982 7/9/2025
Order Date
YUB001
Organization ID
PO 270023
P.O. #
Line No. Quantity Units Description
With Hauler Station Interface
- Provides control and integration of all system components - Card Reader - for Hauler authentication
- Receipt Printer
- HMI Interface
- Allan Bradley PLC
- Nema 4X Stainless Steel Enclosure - Local Hauler Station Panel - Nema 12 Steel Enclosure - Main Control Panel
- Interior Mount Control Cabinet
- IEC Starters, & Long Lasting LED Indicators
- Provided with 50 Magnetic Cards
7 1.0 EA HAULERLOGIC™ - Including:

Multiuser Administration Software
- Allows Customer Account Maintenance
- Monitors Current and Past Hauler Activity
- Provides Reports, Invoices and Statements
- Enable/Disable Customer Accounts
- Select Account Type - Prepay or Invoice
- Set Rates
- SQL Database Driven
- Runs on Microsoft Workstation, Accessible from PC, MAC or Tablet 1 Year Telephone Support and Software Updates Included
Remote support for installation is included.

Use of this software is subject to the Haulerlogic License Agreement.

Server Not Included.
8 2.0 DY Startup Services - By Rep
- Installation Inspection
- Warranty Certification
- O&M instructions
If more than one day, Days are Consecutive.

Normal Day Rate includes up to 8 hours,

Order No. 111304
Scope of Supply
Sold To:

Yuba City
302 Burns Drive
Yuba City, CA 95991 USA
Phone: (530)822-7696
Fax: (530)822-4773
Rep:

JBI Water & Wastewater Eqt., Inc.
3386 Tartan Trail
El Dorado Hills, CA 95762 USA
Salesperson Serial Number
Jacob Galanty 12981, 12982 7/9/2025
Order Date
YUB001
Organization ID
PO 270023
P.O. #
Line No. Quantity Units Description
9 1.0 EA PN-ENG SEISMIC CALC

2Paint Specification

Franklin Miller Inc.
60 Okner Parkway ● Livingston, N.J. 07039 ● Phone: (973)535-9200 ● Fax: (973)535-6269

PAINTING SPECIFICATIONS
(Franklin Miller Fabricated Parts)
All stainless steel parts, if used, will not be painted.

All steel surfaces shall be primed the same day as cleaned.

All steel parts which are exposed will be painted to the following procedures.

SURFACE PREPARATION
Surface preparation for steel will be defined by the Steel Structures Painting Council (SSPC) and is as follows:

SSPC-10-NEAR WHITE BLAST CLEANING
Near-white blast cleaning is a method of preparing metal surfaces for painting or coating by removing nearly all mill scale, rust scale, paint or foreign matter by the use of abrasives propelled through nozzles or by centrifugal wheels. A near-white blast cleaned surface finish is defined as one in which all oil, grease, dirt, mill scale, rust corrosion products, oxides, paint or other foreign matter have been completely removed from the surface except for very light shadows, very slight streaks or slight discolorations caused by rust stain, mill scale oxides, or slight, tight residues of paint or coating that may remain. At least 95% of each square inch of surface area shall be free of all visible residues, and the remainder shall be limited to the light discoloration mentioned above.

DESCRIPTION:

TYPICAL USE:

COLOR:

FINISH:

PRIMER:

TOP:

COATING
Polyamide Epoxy
Coating structural steel, machinery and equipment.

Franklin Miller Blue
Satin
One Coat
One Coat
DRY FILM THICKNESS: (As recommended by manufacturer): 3 to 5 mil per coat.

3Warranty

FRANKLIN MILLER INC.

LIMITED WARRANTY

DOMESTIC

SELLER warrants the goods sold hereunder to be free from defects in material and workmanship under normal use and service not arising from misuse, negligence or accident, or unauthorized modification of the equipment, in connection with the use, installation, and transportation of the goods by BUYER, its agents, servants, employees or by carriers. SELLER's obligations under this warranty are limited to remedying any deficiencies in the goods at such place or places in the United States of America as may be designated by SELLER. This warranty shall pertain to any part or parts of any goods to which BUYER has, within (12) months after date of shipment, given written notice of a claimed defect to the SELLER. The BUYER shall be required to furnish SELLER with details of such defects and this warranty shall be effective as to such goods which upon SELLER's examination shall disclose to its satisfaction to have been defective and which at SELLER's option shall be repaired in place if required for a warranty repair. The BUYER at his expense shall make available in a suitable location for repair by SELLER or promptly thereafter be returned to SELLER, at BUYER's, or its nominees expense. If upon examination it is determined by the SELLER that the repair or replacement does not fall within the Warranty as set forth in this clause, an estimate for cost of repair will be provided to the BUYER. This warranty is expressly in lieu of all other warranties expressed or implied. In no event shall the SELLER be liable to the BUYER or to any other person for any loss or damage, direct or indirect, arising out of or caused by the use or operation of the goods, or for the loss of profits, business, or good will. Under no circumstance will SELLER be liable for any of the following: (1) third party claims against BUYER for losses or damages including liquidated damages: (2) loss of or damage to BUYER's records or data; or (3) economic consequential damages (including loss of profits or savings) or incidental damages even if SELLER is informed of their possibility. Excluded from the warranty herein are (a) defects in parts or components not manufactured directly by SELLER; Franklin Miller will, however, pass on the remaining balance of the purchased equipment manufacturer's warranty; (b) or not part of SELLER's standard design or are supplied pursuant to special BUYER's requirements; (c) certain parts which are subject to wear and tear from abrasive action or use thereof; and (d) any part that has been subjected to misuse. SELLER's liability is limited to furnishing or repairing at SELLER's option parts determined by SELLER to be defective. No express warranties and no implied warranties, whether of merchantability or fitness for any particular use, or otherwise (except as to title), other than those expressly set forth above which are made expressly in lieu of all other warranties, shall apply to products sold by us, and no waiver, alteration, or modification of the foregoing conditions shall be valid unless made in writing and signed by an executive officer of our corporation. If the buyer is in default of Clause 6 (Payment of Purchase Price) this warranty is null and void unless reinstated by SELLER.

4Drawings

SN 12981, 12982 Notes

1. Dimensions marked with "*" must be confirmed.

2. Area is rated as general area. The solenoid valves will be rated as Cl 1, Div 1 Groups C & D. Ultrasonic level sensor will be rated Cl 1, Div 1, Groups B, C, D. Electric motors are TEFC, CSA rated for Class 1, Div 2, Groups C & D. The plug valve and pH sensor and transmiƩer is rated as general area. The flow meter is rated for Class 1, Div 2, Groups C & D.

3. The only acceptable pressurized discharge (blow off) sequence: hauler to unload 2/3 of the load under gravity then for the last 1/3 load he can pressurize. Absolutely under no circumstance can the hauler begin pressurizaƟon before he is authorized to dump and the plug valve is fully open. It is imperaƟve to follow this procedure as pressurizing too early can lead to surges blowing debris into the grinder and damaging the cuƩers, plus blowing the liquid out of the mag-meter pipe leading to erroneous flow volumes/billing complaints.

4. It is recommended that a hose that can wash debris into the drains be added along with sloped graƟng under the rock trap slide gate and under the in-feed pipe quick disconnect.

5. Customer to confirm the type of elbow they are supplying — long or short radius elbow, fabricated or cast — for the 8" liquid waste drain. Please supply a drawing of the elbow.

6. Seismic calculaƟons can only be started aŌer the layout configuraƟon is approved.

5Motor Data

NAMEPLATE INFORMATION

VARIABLE FREQUENCY DRIVE SERVICE

TYPICAL PERFORMANCE
MAX

ALLOWABLE
WK2
(lb-ft2)

INERTIA
46 AEUH8PDC
HZ
6~60

CONSTANT TORQUE
FRAME
SIZE
143TC

PERFORMANCE DATA
3-PHASE INDUCTION MOTOR

ENCLOSURE
CATALOG#
TEFC
NPV0014C
ISSUED
TYPE
5/21/2017
1 0.7
POLE
4 OUTPUT

HP KW VOLTAGE
230/460
HZ
60 NEMA
DESIGN
40oC
INS.

CLASS
F
RATED

AMBIENT
TIME
RATING
CONT.

SERVICE
FACTOR

1.15 1 1800~3600 3.009~1.505
B
313.61
R1 TORQUE
(lb-ft)

0.006~3.009
RPM
180~1800
HP
.1~1 60~1203.009
HZ
3~60
RPM
90~18000.0001~1
HP
FULL
LOAD
RPM
1745
MIN.% NOM.%
FULL LOAD 1/2 LOAD
%

POWER FACTOR
3/4 LOAD
%
1/2 LOAD
%

EFFICIENCY SOUND

PRESSURE
LEVEL @ 3 FT
Db(A)

82.5 85.5 84 81.5 73 64.5 51.5

FULL LOAD
%
3/4 LOAD
%
AT
230
VOLT
AT
208
VOLT
AT
230
VOLT
AT
460
VOLT
AT
208
VOLT
TORQUE
AT
230
VOLT
AT
460
VOLT
AT
208
VOLT
ROTOR
WR2
(lb-ft2)
NEMA
LOAD
WK2
(lb-ft2)

NO LOAD FULL LOAD

1.67 1.60 0.8 3.32 3.00
FULL
LOAD
(lb-ft)
LOCKED
ROTOR
%FLT
PULL
UP
%FLT
BREAK
DOWN
%FLT

LOCKED ROTOR

CURRENTS
AT
460
VOLT

1.50 27.1 30.0 15

3.01 310 280 410 0.086 5.8
R2 X1

8.1425 6.5479 18.783 11.565

26.703.41
HOT
N
1 ALLOWABLE
STARTS

PER HOUR
2 NEMA
LOAD
WK2
Sec
MAX

ALLOWABLE
WK2
Sec

ACCEL TIME (DOL)
APPROVED: M. PRATER DRAWING NO. 31057NPV0014C REVISION: 1 49 NEMA
KVA
CODE
LETTER

SAFE STALL

TIME IN

SECONDS
71 50
COLD

COLD HOT

VARIABLE TORQUE

HZ HP RPM

CONSTANT HORSEPOWER

OHMS/PHASE EQUIVALENT WYE CIRCUIT
(AT RATED OPERATING TEMPERATURE 25oC)
X2 Xm
TORQUE
(lb-ft)
TORQUE
(lb-ft)

DATE: CATALOG NO.:

September 13, 2006 NPV0014C
DWG NO.

DAC-1566-2

CONNECTION DIAGRAM
SCHEMATIC - 2Y/Y CONNECTION

ACROSS THE LINE CONNECTION
LINE
230 VOLT CONNECTION
LINE
460 VOLT CONNECTION

NAMEPLATE INFORMATION

VARIABLE FREQUENCY DRIVE SERVICE

TYPICAL PERFORMANCE
MAX

ALLOWABLE
WK2
(lb-ft2)

INERTIA
88 AEUH8PDC
HZ
6~60

CONSTANT TORQUE
FRAME
SIZE
184TC

PERFORMANCE DATA
3-PHASE INDUCTION MOTOR

ENCLOSURE
CATALOG#
TEFC
NPV0054C
ISSUED
TYPE
5/21/2017
5 3.7
POLE
4 OUTPUT

HP KW VOLTAGE
230/460
HZ
60 NEMA
DESIGN
40oC
INS.

CLASS
F
RATED

AMBIENT
TIME
RATING
CONT.

SERVICE
FACTOR

1.15 5 1800~3600 15.04~7.520
B
115.57
R1 TORQUE
(lb-ft)

0.035~15.04
RPM
180~1800
HP
.5~5 60~12015.04
HZ
3~60
RPM
90~18000.0006~5
HP
FULL
LOAD
RPM
1745
MIN.% NOM.%
FULL LOAD 1/2 LOAD
%

POWER FACTOR
3/4 LOAD
%
1/2 LOAD
%

EFFICIENCY SOUND

PRESSURE
LEVEL @ 3 FT
Db(A)

87.5 89.5 88.5 88.5 85.5 81.5 71.5

FULL LOAD
%
3/4 LOAD
%
AT
230
VOLT
AT
208
VOLT
AT
230
VOLT
AT
460
VOLT
AT
208
VOLT
TORQUE
AT
230
VOLT
AT
460
VOLT
AT
208
VOLT
ROTOR
WR2
(lb-ft2)
NEMA
LOAD
WK2
(lb-ft2)

NO LOAD FULL LOAD

4.38 4.44 2.22 13.53 12.24
FULL
LOAD
(lb-ft)
LOCKED
ROTOR
%FLT
PULL
UP
%FLT
BREAK
DOWN
%FLT

LOCKED ROTOR

CURRENTS
AT
460
VOLT

6.12 83.2 92.0 46

15.04 185 140 285 0.422 27
R2 X1

1.2825 1.5103 4.2242 5.2599

15.084.68
HOT
J
1 ALLOWABLE
STARTS

PER HOUR
2 NEMA
LOAD
WK2
Sec
MAX

ALLOWABLE
WK2
Sec

ACCEL TIME (DOL)
APPROVED: M. PRATER DRAWING NO. 31057NPV0054C REVISION: 1 54 NEMA
KVA
CODE
LETTER

SAFE STALL

TIME IN

SECONDS
35 25
COLD

COLD HOT

VARIABLE TORQUE

HZ HP RPM

CONSTANT HORSEPOWER

OHMS/PHASE EQUIVALENT WYE CIRCUIT
(AT RATED OPERATING TEMPERATURE 25oC)
X2 Xm
TORQUE
(lb-ft)
TORQUE
(lb-ft)

DATE: CATALOG NO.:

September 13, 2006 NPV0054C
DWG NO.

DAC-1566-2

CONNECTION DIAGRAM
SCHEMATIC - 2Y/Y CONNECTION

ACROSS THE LINE CONNECTION
LINE
230 VOLT CONNECTION
LINE
460 VOLT CONNECTION

6Flow Meter

SITRANS F flowmeters

SITRANS F M
MAGFLO MAG 5100 W
4/56 Siemens FI 01 · 2006
4 ■ Overview
The SITRANS F M MAGFLO MAG 5100 W is an electromagnetic flow sensor designed to meet ground water, drinking water, waste water, sewage or sludge applications.
■Benefits
• DN 25 to DN 1200 (1” to 48”)
• Connection flanges EN 1092-1 (DIN 2501), ANSI, AWWA and AS.
• Hard lining guarantees consistent accuracy throughout the temperature and pressure range
• Soft elastomer facing provides high abrasion resistance. • Stainless steel integrated grounding and measuring electrodes • Increased low flow accuracy for water leak detection, due to coned liner design.
• Drinking water approvals
• Suitable for direct burial and constant flooding
• Build-in length according to ISO 13359
• Easy commissioning, SENSORPROM unit automatically uploads calibration values and settings. • Designed that patented in-situ verification can be conducted.

Using SENSORPROM fingerprint.
■Application
The main applications of the SITRANS F M MAGFLO electromagnetic flow sensors can be found in the following fields:
• Water abstraction
• Water treatment
• Water distribution network (leak detection management) • Custody transfer water meters
• Irrigation
• Waste water treatment
• Filtration plant (e.g. reverse osmosis and ultra filtration) • Industrial water applications
■ Mode of operation
The flow measuring principle is based on Faradays law of electromagnetic induction were the sensor converts the flow into an electrical voltage proportional to the velocity of the flow. ■Function
• Highly resistant to a wide range of chemicals
• Conforms to OIML R49 and ISO 4064
• Meets EEC directives: PED, 97/23/EC pressure directive for EN1092-1 flanges
• Individually calibrated on UKAS ISO 17025 accredited calibration facility with a ± 0.1% uncertainty. • Simple onsite upgrade to IP68 / NEMA 6P of a standard sensor. ■Integration
The complete flowmeter consists of a flow sensor and an associated transmitter SITRANS F M MAGFLO MAG 5000, MAG 6000 or MAG 6000 I.

The flexible communication concept USM II simplifies integration and update to a variety of fieldbus systems, e.g. HART, PROFIBUS DP & PA, MODBUS RTU/RS485, DeviceNet,
CANopen.

Modification 03/2006

SITRANS F flowmeters

SITRANS F M
MAGFLO MAG 5100 W
Siemens FI 01 · 2006 4/57
4 ■Technical specifications
1) For sizes longer than 600 mm (24”) PED conformity is available as a cost added option.

The basic unit will carry the LVD (Low Voltage Directive) and EMC approval. 2) 10 bar at temperature below 5 °C (40 °F)
3) Peak temperature up to +90 °C (194 °F) in periods < 1 hour 4) Nitrile, NBR
Design Full bore sensor Coned bore sensor Full bore sensor Nominal size DN 25 ... 40 (1” ... 1½”) DN 50 ... 300 (2” ... 12”) DN 350 ... 1200 (14” ... 48”) Measuring principle Electromagnetic induction
Excitation frequency 12.5 Hz • 50 ... 65 mm (2” ... 2½“): 12.5 Hz • 80 ... 150 mm (3” ... 6“): 6.25 Hz
• 200 ... 300 mm (8” ... 12“):

3.125 Hz

3.125 Hz
Process connection
Flanges
• EN 1092-1
- Standard PN 40 (580 psi) • 50 ... 150 mm: PN 16
(2“ ... 6“: 230 psi)
• 200 ... 300 mm: PN 10
(8“ ... 12“: 145 psi)
PN 10 (145 psi)
- Option -- • 200 ... 300 mm: PN 16
(8“ ... 12“: 230 psi)
PN 16 (230 psi)
• ANSI B16.5 Class 150 lb Class 150 lb ~20 bar (290 psi) -- • AWWA C-207 -- -- 28” ... 48”: Class D
• AS4087 PN 16 (230 psi) DN 50 ... 1200 (2" ... 48"), 14 bar (232 psi) Rated Operation conditions
Ambient temperature
• Sensor -40 ... +100 °C (-40 ... +212 °F)
• With compact transmitter
MAG 5000/6000
-20 ... +50 °C (-4 ... +122 °F)
• With compact transmitter
MAG 6000 I
-20 ... +60 °C (-4 ... +140 °F)
Operating pressure 0.01 ... 40 bar (0.15 ... 580 psi) 0.03 ... 20 bar 2) (0.44 ... 290 psi) 0.01 ... 16 bar (0.15 ... 232 psi) Enclosure rating
• Standard IP67 to EN 60529 / NEMA 4X/6 (1 mH2O for 30 minutes) • Option IP68 to EN 60529 / NEMA 6P (10 mH2O continuously) Pressure drop at 3 m/s (10 ft/s) As straight pipe Max. 25 mbar (0.36 psi) As straight pipe Medium conditions
Temperature of medium -5 ... +70 °C 3) (23 ... +160 °F) EMC 89/336 EEC
Design
Weight See dimensional drawings
Material
• Housing and flanges Carbon steel ASTM A105
• Measuring pipe AISI 304 (1.4301) Hard elastomer (hard rubber)/Carbon steelAISI 304 (1.4301) • Liner Hard elastomer (hard rubber)4) Hard elastomer (hard rubber)4) Hard elastomer (hard rubber)4) • Electrodes AISI 316 Ti (1.4571)
• Grounding electrodes standard AISI 316 Ti (1.4571)
Certificates and approvals
Liner approvals WRAS (WRc), NSF
Approvals PED – 97/23 EC1)(FM Class 1 div 2, CSA Class1 div 2, pending) Modification 03/2006

SITRANS F flowmeters

SITRANS F M
MAGFLO MAG 5100 W
4/58 Siemens FI 01 · 2006
4 The effect of temperature on working pressure MAG 5100 W Pressure in bar (psi)
Sizes 25 mm, 40 mm and > 300 mm (1”, 1½” and > 12”)
Temperature
Flange spec. Flange rating -5 °C (23 °F) 10 °C (50 °F) 50 °C (122 °F) 90 °C (194 °F) EN 1092-1 PN 10 10.0 (145) 10.0 (145) 9.7 (141) 9.4 (136) PN 16 16.0 (232) 16.0 (232) 15.5 (225) 15.1 (219)
PN 40 40.0 (580) 40.0 (580) 38.7 (561) 37.7 (547)
ANSI B16.5 150 lbs 19.7 (286) 19.7 (286) 19.3 (280) 18.0 (261) AWWA C-207 Class D 10.3 (150) 10.3 (150) 10.3 (150) 10.3 (150) Size 50 mm to 300 mm (2” to 12”)
EN 1092-1 PN 10 10.0 (145) 10.0 (145) 10.0 (145) 8.2 (119) PN 16 10.0 (145) 16.0 (232) 16.0 (232) 13.2 (191)
PN 40 (MWP
20 bar (290 psi))

10.0 (145) 40.0 (580) 40.0 (580) 32.9 (477)
ANSI B16.5 150 lbs 10.0 (145) 19.7 (286) 19.7 (286) 16.2 (235) Modification 03/2006

7Knife Gate Valve

OBX 01/11 8th EDITION Revision 2
ET-1

HEAVY DUTY KNIFE GATE VALVE
The ET model knife gate is an uni-directional lug type valve designed according to MSS-SP-81 and TAPPI TIS 405-8 for industrial service applications.

The design of the body and seat assures non-clogging shut off on suspended solids in industries such as:

Pulp and Paper Power plants Mining
Chemical plants Wastewater Food and Beverage
etc.

Sizes: DN 50/2” to DN 900/36” (larger diameters on request) Working pressure: DN 50/2” to DN 600/24”: 10 kg/cm2 / 150 psi DN 750/30”: 7 kg/cm2 / 100 psi
DN 900/36”: 7 kg/cm2 / 100 psi
Standard flange connection: DIN PN 10 and ANSI B16.5 (class 150) Others on request
Directives: DIR 98/37/CE (MACHINES)
DIR 97/23/CE (PED) Fluid: Group 1(b), 2 (Cat. I, mod. A) DIR 94/9/CE (ATEX) Please contact Orbinox for information and availability of categories and zones.

All valves are tested prior to shipping in accordance with the standard developed by the Quality Control Department at ORBINOX.

STANDARD PARTS LIST
Part: Stainless Steel:
1- Body CF8M
2- Gate AISI 316
3- Seat Metal or EPDM
4- Packing PTFE Impreg. Synth. Fibre
5- Gland Follower CF8M
6- Stem AISI 430
7- Stem Nut Brass
8- Yoke Carbon Steel - Epoxy Coated
9- Collar Nylon
10- Seat Retainer Ring AISI 316
11- Handwheel < 310: ductile iron / > 410: GG25
12- Cap Plastic
13- Stem Protector Carbon Steel - Epoxy Coated
14- Thrust Washer Brass

MODEL ET
Reserves the right to change specifications without notice ORBINOX S.A. Pol. Ind. s/n-20270 ANOETA (Spain) Tel.: +34 943 698030 - Fax: +34 943 653066 e-mail:[email protected] ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX COMERCIAL, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A. www.orbinox.com Page 670 of 1480
BODY:

One piece integrally cast stainless steel body with reinforced ribs in larger diameters for extra body strength.

Internal cast gate wedges and guides allows for tighter shutoff.

Port design according to MSS-SP-81 and Tappi TIS 405-8.

Internal design avoids any build up of solids that would prevent valve from closing.

GATE:

Standard AISI 316 stainless steel gate.

Gates polished and lapped for a greater seal between the gate with both packing and seat.

Bottom of the gate edge is machined to a bevel to cut through solids for a tighter seal in the closed position.

SEAT: (resilient)
Unique design that mechanically locks the seat in the internal of the valve body with a stainless steel retainer ring.

Standard EPDM; also available in different materials such as Viton, PTFE, etc.

PACKING:

Standard braided PTFE impregnated fibre with EPDM o-ring for better shut off, with an easy access packing gland ensuring a tight seal Long-life braided packing is available in a wide range of materials.

STEM:

The standard stainless steel stem offers a long corrosion resistant life.

For rising stem handwheel actuators only, a stem protector is provided for additional protection against dust while the valve is in the open position.

ACTUATORS:

All actuators supplied by ORBINOX are interchangeable, and supplied with an standard mounting kit to allow for installation on site.

YOKE or ACTUATOR SUPPORT:

Made of EPOXY coated steel (stainless steel available on request).

Compact design makes it extremely robust even under the most severe conditions.

EPOXY COATING:

The epoxy coating on all ORBINOX cast iron and carbon steel valve bodies and components is electrostatically applied making the valves to be corrosion resistant with a high quality finished surface.

The ORBINOX standard colour is RAL-5015 blue.

GATE SAFETY PROTECTION:

ORBINOX automated valves are provided with gate guards in accordance with EU Safety Standards.

The design feature prevents any objects from being caught accidentally while the gate is moving.

DESIGN FEATURES

MODEL ET
www.orbinox.com
Reserves the right to change specifications without notice ORBINOX S.A. Pol. Ind. s/n-20270 ANOETA (Spain) Tel.: +34 943 698030 - Fax: +34 943 653066 e-mail:[email protected] ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX COMERCIAL, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.

OBX 01/11 8th EDITION Revision 2
ET-2

ELECTRIC ACTUATOR
Consists of:
- Electric motor
- Rising stem
- Motor support yoke
(Acc. to ISO 5210/DIN 3338)
The standard electric motor is equiped with:
- Manual emergency operation
- Limit switches (open/closed)
- Torque switches
Available from DN 50/2” to DN 900/36”
Wide range of types and marks available to meet
customer's needs.

Option:
- Non rising stem
DN (“/mm.) A B CD E F ØG H I J LM StemØ x pitch Torque(Nm) 2”/50 48 124 100 98 136 377 160 454 265 249 62 237 20 x 4 10 3”/80 51 149 100 119 162 424 160 501 265 249 62 237 20 x 4 10 4”/100 51 169 100 139 187 469 160 546 265 249 62 237 20 x 4 10 5”/125 57 169 100 150 223 516 160 593 265 249 62 237 20 x 4 15 6”/150 57 197 100 165 237 545 160 1122 265 249 62 237 20 x 4 20 8”/200 70 247 122 203 309 667 160 1255 265 249 62 237 24 x 5 30 10”/250 70 298 122 233 345 733 160 1321 265 249 62 237 24 x 5 45 12”/300 76 349 122 273 390 793 200 1381 282 256 65 247 24 x 5 70 14”/350 76 391 193 312 433 875 200 1463 282 256 65 247 36 x 6 110 16”/400 89 439 193 347 478 955 315 1543 384 324 85 285 36 x 6 160 18”/450 89 483 270 415 552 1142 315 1870 384 324 90 285 36 x 6 190 20”/500 114 542 270 450 611 1222 400 1950 384 336 90 285 36 x 6 270 24”/600 114 637 270 501 697 1444 400 2172 384 336 90 285 40 x 6 450 30”/750 117 842 320 624 883 1779 500 2832 436 355 170 330 50 x 8 550 36”/900 117 970 320 779 1046 2035 500 3080 510 355 195 330 50 x 8 800 * For sizes 12” and above, Torque figures calculated based on pressure rate for EX valve model.

MODEL ET
www.orbinox.com
Reserves the right to change specifications without notice ORBINOX S.A. Pol. Ind. s/n-20270 ANOETA (Spain) Tel.: +34 943 698030 - Fax: +34 943 653066 e-mail:[email protected] OBX 01/11 8th EDITION Revision 2
ET-9
ORBINOX CANADA, ORBINOX USA, ORBINOX BRAZIL, ORBINOX COMERCIAL, ORBINOX UK, ORBINOX FRANCE, ORBINOX GERMANY, ORBINOX INDIA, ORBINOX CHINA, ORBINOX S.E.A.

8PH Sensor

TUpH 396, 396VP, 396P, 396PVP, 396R, 396RVP
TUpH 396, 396VP, 396P, 396PVP, 396R, 396RVP Product Data Sheet LIQ-PDS-396P-PVP-R-RVP April 2016
Features and Applications
TUpH pH/ORP-sensors are now offered with SMART capabilities.

SMART option becomes enabled when used with the 1056,
1057 1066, and 56 Analyzers. The pH-loop capabilities include auto-recognition of the SMART sensor, automatic upload of calibration data and associated time stamp, historical recording of pH diagnostics (slope, offset, reference impedance, glass impedance). This trending data allows technicians to predict frequency of maintenance and estimate sensor life for a particular process condition. Additional SMART features include factory calibration, resetting SMART sensor calibration data with user menus, and manufacturing information.
ƒ Smart enabled
ƒ SILCORE™ technology provides increased
sensor life when used in elevated temperature
applications.
ƒ Quick cable-to-sensor release, provided by the
watertight VP8 connector, eliminates cable
twisting.
ƒ Minimum sensor maintenance due to TUpH
reference technology which ensures steady pH
signal when sensor is coated.
ƒ Maximum sensor life due to helical reference
pathway which hinders reference poisoning.
ƒ Field proven ACCUGLASS™ pH glass formulations
minimize glass cracking, resulting in enhanced
performance and increased life.
ƒ Provides advanced sensor diagnostics for pH and
reference signals when used with Rosemount
Analytical’s advanced analyzers.
ƒ Maximum Pressure Specifications of 150 psig
(1135 kPa [abs]) at 100 ° C (212 ° F)
Retraction/Submersion/Insertion pH/ORP Sensors
Optional Flat bulb
Standard Hemi bulb
396P and 396PVP
A RUGGED THREADED POLYPROPYLENE BODY for maximum
chemical resistance and completely sealed to eliminate process intrusion. EPDM to eliminate process intrusion.
396 and 396VP
A large self cleaning optional flat or standard hemi glass bulb electrode in a stainless steel body, completely sealed by EPDM to eliminate process intrusion.
396R and 396RVP
A Titanium retractable body for insertion depths up to 27 inches and easy sensor removal under pressure without process shutdown (ball valve kit shown can be purchased separately).

1066
1066 Transmitter Product Data Sheet
LIQ-PDS-1066 April 2016
ƒ Wide range of sensor inputs – measures pH,
ORP, Contacting and Toroidal Conductivity, %
Concentration, Total Chlorine, Free Chlorine,
Monochloramine, Oxygen, Ozone and
Temperature
ƒ Large display – large easy-to-read process
measurements, user-definable display of
measurement diagnostic parameters
ƒ Digital communications – HART® version 7 and
FOUNDATIONTM fieldbus communication protocols
available for host monitoring and configuration
ƒ Intuitive menu screens with advanced
diagnostics and help screens
ƒ SMART-enabled – automatic calibration with
SMART pH sensors
ƒ Two 4-20mA current outputs are standard on the
1066 HART
Liquid Analytical Transmitter
Features and Applications
This loop-powered analytical unit serves industrial, commercial and municipal applications with the widest range of liquid measurement inputs available for a two-wire liquid transmitter.

The 1066 SMART transmitter supports continuous
measurement of one liquid analytical input. The design
supports easy internal access and wiring connections. The large display gives excellent visibility for live measurements and displayed parameters. Conveniently, live process values are always displayed during programming and calibration routines.

Analytical measurements: pH/ORP, Resistivity/Conductivity, % Concentration, Total Chlorine, Free Chlorine, Monochloramine, Dissolved Oxygen, and Ozone.

Large display: The high-contrast LCD provides live
measurement readouts in large digits and shows up to four additional variables or diagnostic parameters. The display parameters can be customized to meet user requirements.

Digital communications: The 1066 HART communications
can be switched between HART version 7 and HART version 5 at the transmitter. This makes it possible to take advantage of the new features of HART 7, or maintain compatibility with older HART 5 hosts, which are not yet HART 7 capable. The Fieldbus version of the 1066 transmitters provide the advanced features of ITK 6, along with additional functions blocks to allow them to participate more fully in control in the field.

EmersonProcess.com/LiquidAnalysis 3
Specifications - General
Enclosure: Polycarbonate. Type 4X, IP66
Dimensions: Overall 155 x 155 x 131mm (6.10 x 6.10 x 5.15 in.). Cutout: ½DIn 139mm x 139mm (5.45 x 5.45 in.)
Display: Monochromatic graphic liquid crystal display. no backlight. 128 x 96 pixel display resolution. Active display area:
58 x 78mm (2.3 x 3.0 in.). All fields of the main instrument display can be customized to meet user requirements.

Ambient temperature and humidity: -20 to 65 °C (-4 to
149 °F), RH 5 to 95 % (non-condensing).

RFI/EMI: En-61326
Complies with the following Standards:

CSA: C22.2 no 0 – 10; C22.2 no 0.4 – 04; C22.2 no. 25-M1966; C22.2 no. 94-M1991; C22.2 no.142-M1987; C22.2 no. 157-
M1992; C22.2 no. 213-M1987; C22.2 no. 60529:05
ATEX: IEC 60079-0:2011, 60079-11:2011
IECEx: IEC 60079-0: 2011 Edition: 6.0, I EC 60079-11 : 2011-06 Edition: 6.0
FM: 3600: 2011, 3610: 2010, 3611: 2004, 3810: 2005, IEC 60529:2004, AnSI/IEC 60079-0: 2009, AnSI/IEC 60079-11: 2009 Input: One isolated sensor input. Measurement choices of pH/ ORP, resistivity/conductivity/TDS, % concentration, total and free chlorine, monochloramine, dissolved oxygen, dissolved ozone, and temperature. For contacting conductivity
measurements, temperature element can be a PT1000 RTD or a PT100 RTD. Other measurements and use PT100 or PT1000 RTDs or a 22k nTC (D.O. only).

Power & Load Requirements: Supply voltage at the
transmitter terminals should be at least 12.7Vdc. Power supply voltage should cover the voltage drop on the cable plus the external load resistor required for HART communications (250 Ω) Hazardous Location Approvals Intrinsic Safety (with appropriate safety barrier):

Class I, II, III, Div. 1*
Groups A-G
T4 Tamb = -20 °C to 65 °C
Enclosure 4X, IP66
IECEx BAS 11.0098X
Ex ia IIC T4 Ga
T4 Tamb = -20 °C to 65 °C
1180 II 1 G
Baseefa11ATEX0195X
Ex ia IIC T4 Ga
T4 Tamb = -20°C to 65°
For non-Incendive Field Wiring Installation, see drawing 1400670 Class I, II & III, Division 1, Groups A-G T4
Tamb = -20 °C to 40 °C for -FI option
Tamb = -20 °C to 65 °C for -HT and -FF options
IP66 enclosure
Class I, Zone 0, AEx ia IIC T4
Tamb = -20 °C to 40 °C for -FI option
Tamb = -20 °C to 65 °C for -HT and -FF options
For non-Incendive Field Wiring Installation, see drawing 1400669 Non-Incendive:

Class I, Div. 2, Groups A-D*
Dust Ignition Proof Class II & III, Div 1, Groups
EFG
Class II & III, Div. 1, Groups E-G
Type 4/4X Enclosure
T4 Tamb = -20 °C to 65 °C
For non-Incendive Field Wiring Installation, see drawing 1400669 Class I, Division 2 Groups A-D
Dust Ignition proof Class II & III, Div 1, Groups EFG
Class II & III, Division 1, Groups E-G
IP66 enclosure
For non-Incendive Field Wiring Installation, see drawing 1400670 *Additionally approved as a system with models 140,141,142, 150, 400, 400VP, 401, 402, 402VP, 403,403VP, 404 & 410VP contacting conductivity sensors and models 222, 225, 226 & 228 inductive conductivity sensors.

April 2016 1066 Transmitter
0 18 24 30 36 42
250
500
750
1000
1250
1500
without HART
communication
with HART
communication
545
ohms
1364
ohms
Load, ohms
Power supply voltage, Vdc
HART option
Figure 1. Load/Power Supply Requirements

9Plug Valve

Item Description Material
A1 Body Cast Iron, ASTM A126, Class B
A2 Body Bearing 316L Stainless Steel. Sintered Stainless Steel Metal, (Ductile Iron, ASTM A536, Grade 65-45-12)
Plug CR Chloroprene
NBR Acrylonitrile-Butadiene
A4 Grit Excluder PTFE
A5 O-Ring Non-asbestos filler in Styrene-Butadiene Rubber binder (NBR) A6 Bonnet Cast Iron, ASTM A126, Class B
A7 Bonnet Bearing 316L Stainless Steel, Sintered Stainless Steel Carbon Steel, Class 8.8, Zinc Plated
Bonnet Screws Stainless Steel, Grade A2, (18-8)
Stainless Steel, Grade A4, (316)
Packing NBR Acrylonitrile-Butadiene, V-Type
A10 Key Steel, ASTM A108
A11 Gland Cast Iron, ASTM A126, Class B
Carbon Steel, Class 8.8, Zinc Plated
A12 Gland Stud Stainless Steel, Grade A2, (18-8)
Stainless Steel, Grade A4, (316)
Carbon Steel, Zinc Plated
A13 Nut Stainless Steel, A2, (18-8)
Stainless Steel, A4, (316)
A14 Caution Tag Stainless Steel
A15 Pipe Plug (optional) Galvanized Carbon Steel
A16 O-Ring Non-asbestos filler in Styrene-Butadiene Rubber binder (NBR) A17 Journal Cover Cast Iron, ASTM A126, Class B
Carbon Steel, Class 8.8, Zinc Plated
Screw Stainless Steel, Grade A2, (18-8)
Stainless Steel, Grade A4, (316)
A21 Friction Cone Ryton
A23 Pipe Plug (optional)
Materials of Construction
©2007 DeZURIK Water Controls
Flanged Construction
3" (80mm) and Larger
A3
A8
A9
DeZURIK PEF 100% Port Eccentric Plug Valves are designed and/or tested to meet the following standards:

AWWA C517-05 Resilient-Seated Cast-Iron Eccentric Plug Valve.

ANSI flange drilling conforms to ANSI B16.1, Class 125 and ANSI B16.5, Class 150.

Mechanical-joint end connections conform to ANSI/AWWA C111/A21.11.

MSS-SP91 guidelines for manual operation of valves.

Metric 10 bar flange drilling conforms to the NP 10 requirements of International Standard ISO 2084, to the 10 bar requirements of British Standard 4504, and to the NP 10 requirements of German Standard DIN 2532.

Metric 16 bar flange drilling conforms to the NP 16 reguirements of International Standard ISO 2084, to the 16 bar requirements of British Standard 4504, and to the NP 16 requirements of German Standard DIN 2533.

British Table D flange drilling and Table E flange drilling conform to British Standard BS 10.

Japanese 10 bar flange drilling conforms to Japanese Industrial Standard JIS B 0203. 2 A18
Applicable Standards
A12
A11
A21
A9
A13
A15
A18
A17
A16
A1
A23
A2
A4
A3
A4
A5
A7
A14 A6
A8
A9
A11
A12
A13
A10
Galvanized Carbon Steel
316 Stainless Steel

Nut Actuated Valves (NT)
3-8" (80-200mm)
3" 0.83 2.50 8.00 11.50 3.56 6.00
80mm 21 63 203 292 90 152
4" 1.02 2.50 9.00 14.25 7.50
100mm 26 63 229 362 191
5 & 6" 1.04 2.50 10.50 15.75
125 & 150mm 26 63 267 400
8" 1.23 2.50 11.50 17.38 7.65 11.75
200mm 31 63 292 441 194 298
10" 1.30 2.50 13.00 19.38 9.19 14.25
250mm 33 63 330 492 233 362
12" 1.36 2.50 14.00 20.75 11.53 17.00
300mm 35 63 355 527 293 432
14" 1.50 3.50 17.00 24.50 12.06 18.75
350mm 38 89 431 622 306 476
16" 1.55 3.50 17.75 27.25 14.13 21.25
400mm 39 89 450 692 359 540
18" 1.68 3.50 21.50 29.25 15.57 22.75
450mm 43 89 546 743 395 578
20" 1.76 3.50 23.50 31.00 16.81 25.00
500mm 45 89 596 787 427 635
24" 2.06 3.50 42.00 42.00 19.31 29.50
600mm 52 89 1067 1067 490 749
30" 2.53 4.00 51.00 51.00 21.75 36.00
750mm 64 102 1295 1524 552 914
36" 2.78 4.00 60.00 60.00 26.38 42.75
900mm 71 102 1524 1524 670 1086
5" (125mm)

8.50 216

9.50 241
6" (150mm)
Mechanical
Joint
Mechanical
Joint
A B
Valve
Size Flanged Flanged
C D
(Flanged) CI
3" 9.38
80mm 203
4" 9.88
100mm 219
5 & 6" 12.31
125 & 150mm 313
8" 15.56
200mm 395
Valve
Size K
Inch
Millimeter
Inch
Millimeter
D (Diameter of
Bolt Circle)
Dimensions
Basic Valve
CI=Cast Iron
A
Seat End
of Valve
K
C
B
�
�
B�
C
K
A
Note: All dimensions are subject to change without notice.

Request certified drawings for use in preparing piping layout.

4.43 113

5.79 147
16

• Radius designs and produces high
quality actuators, accessories and
services related to valve automation.
• The sturdy construction of the Radius
electric actuator provides reliable
performance and the ability to fully
integrate into the most sophisticated
control systems.
• Compact and robust construction, light
weight, high output torque
(Max 79,500 in. lbs.).
• Wide range of torque variation (From
min 880 in. lbs. ~ to max 79,500 in. lbs.).
• Hard anodized aluminum housing
inside and outside with external powder
coating to protect against severe
industrial environment.
• Enclosure using radial seals & O-rings
that provide protection to waterproof
IP67: standard (NEMA 4, 4X & 6), lP68
(NEMA 4, 4X & 6P), and explosion proof
enclosures: optional
• Mounting base according to
ISO 5211 standard.
• Removable drive bushing, factory
machined. (Custom machining
available)
• Self-locking double worm gearing (no
brake required).
• Auto-declutchable manual override
handwheel with padlockable auto /
manual switchable lever.
• Reliable mechanical torque sensing
system providing safe operation in
overload condition.
• Large size window and indicator
provides for better position indication
from a distance.
• Various Local Position control options
providing for easy commissioning and
operation
in field.

Radius
EW Series
electric
actuators

Housing- Hard anodized
aluminum casting and
external epoxy powder coated
for protection against severe
industrial environment.

Gearing- Precisely machined
double worm gear eliminates
back-lash, and produces high
output torque with little or
low noise.

Self locking- Double worm
gearing keeps valve position
in place against reverse valve
torque.

Sealing- IP67 (standard),
Enclosure IP68 and Explosion
Proof Enclosure. (optional)
Handwheel- Different sizes
depending on actuator
torque, standard knob on
handwheel for easy operation.

Motor- Specially designed
induction motor to generate
high starting torque and high
efficiency equipped with
thermal protector to prevent
damage from over heating.
• Insulation class F
Manual override- Auto / Manual switchable
lever and handwheel engagement for
emergency manual operation.

Drive force automatically enslated by motor
start, unless lever is padlocked to prevent
this from occuring.

CONSTRUCTION

Tapered interface between
cover and lower housing.

Standard: Short interface
for providing easier access
to internal components
Explosion proof : Long
interface for preventing
external flame path.

Captive cover bolts.

All external bolts are
stainless steel for rust
prevention.
1) Standard Cover
2) Explosion Proof Cover
Removable drive bushing
and ISO 5211 mounting
base (F07~F16) for easy
mounting on valve.

Standard factory machined
ISO output. Custom
machining available.

External mechanical travel
stops- Prevents over run
of travel angle when limit
switch fails.

Indicator - Continuous
mechanical position indicator
window with dial.

Torque switches - Protect
actuator from damage caused
by overload from the driven
valve over the entire travel.
1 each for open / close
Limit switches - Directly
engaged with driving shaft to
set accurate position of valve.
2 ea for each travel end. (open/
close) Two auxiliary limit
switches. (Standard with
most models)
Terminal Strip - spring loaded
push type terminal for tight
wiring connection under
severe vibration.

Space HeaterAnti-condensation
(Standard on all units)
Radius EW Series Specifications and Options

OPTIONAL MOTOR CONTROLS AVAILABLE
• Local/Remote Stations
• Battery Back Up Devices
• Reversing Electrical Contactors
• Transformers
• Phase Detectors
• Local Lamp Indication
• LCD Displays
*Consult Separate Radius Motor Control Options Bulletins* 1) 2)

OPTIONAL
Digital High Resolution Controller (DHC-100)
for models EW1400 and larger
The Radius DHC-100 is a high performance digital positioner intended to control AC actuators, providing 450 points of resolution with quarter turn actuators ranging from 2 sec to 120 sec and has many automatic advanced features.

The simple three button control is used to configure all parameters the unit needs for a wide variety of applications, and allows the open and closed positions to be easily set for direct or reversing acting without any rewiring. The unit can be configured for various command types (4- 20mA, 1-5V, 0-5V, 0-10V, or a digital command) and its default operation upon loss of command.

Various option modules are easily plugged into the unit, providing other features such as a position feedback signal (current or voltage), auxiliary switches, fault relay contact, or digital communications. A wide range of data is accessible through a digital communications module, providing additional control or information.
* Other Servo Control boards are available - please consult the factory. * BASIC EW Series Actuator Options
Model No. 1Ph
(110VAC)
1Ph
(220VAC)
3Ph
(380~440VAC)
DC 24V
Motor
24VAC
(AC/DC
converter)
WT
(IP68) EX ATS ALS PK CT RPC
EW880 S O O O O O O S O O O
EW1400 S O O O O O O S S O O O
EW2100 S O O O O O O S S O O O
EW3100 S O O O O O O S S O O O
EW4400 S O O O O O O S S O O O
EW7000 S O O O O S S O O O
EW9700 S O O O O S S O O O
EW17000 S O O O O S S O O O
EW26500 S O O O O S S O O O
EW53000 S O O O O S S O O O
EW79500 S O O O O S S O O O
S - Standard O - Optional
EX – Explosion proof (Ex d II B T4) – Approved by KTL, ATEX (Optional) WT – Watertight (IP68), Temporary submersible – 33 ft Head 100 hours (Optional) ALS – Auxiliary limit switches (Max 2 for each travel end) – (1 set standard on all actuators) ATS – Auxiliary torque switches (Max 2 for each travel end) – (1 set standard on all models excluding for EW880) EXT – Extended travel angle (up to 120°, 135°, 180°, 270°) – Except for EW with Gear box (Optional)

REMOTE MONITORING AND CONTROL
PK – Potentiometer (output signal: 0~1K ohm) High resolution potentiometer and precisely machined gearing are directly engaged with drive shaft to feedback continuous position of valve CT – Current transmitter (output signal: 4-20mA) Zero/Span Adjustment RPC – Factory standard remote position controller (by input and output signal) Input: 4-20mA, 0-10VDC, 2~10VDC, 1~5VDC, 0~5VDC – Output: 4-20mA, 0-10VDC, 2~10VDC, 1~5VDC, 0~5VDC – Auto-calibration – Reverse operating direction * Other Outboard Control Options Available - Consult Separate Controls Bulletin * Note: Radius reserves the right to make technical and/or dimensional changes without prior notice

TECHNICAL INFORMATION
MODEL EW880 EW1400 EW2100 EW3100 EW4400 EW7000 EW9700 EW17000 EW26500 EW53000 EW79500 Rated torque (in. lbs.) 880 1400 2100 3100 4400 7000 9700 17000 26500 53000 79500 Operating time (seconds) (VAC)
50 Hz 21 26 26 31 31 39 39 59 59 178 178
60 Hz 18 22 22 26 26 32 32 50 50 149 149
Max Bore Size (in)
Key (0) .87 .98 .98 1.57 1.57 1.89 1.89 2.95 2.95 4.72 4.72 Square (0) .79 .91 .91 1.34 1.34 1.57 1.57 2.52 2.52 3.94 3.94 Rated Current (A) / Maximum (A)
1 Phase / 110 V / 50 Hz
60 Hz
1 Phase / 220 V / 50 Hz
60 Hz
3 Phase / 380 V / 50 Hz
60 Hz
3 Phase / 440 V / 50 Hz
60 Hz

0.98/1.38 1.60/2.49 1.62/3.16 1.72/3.16 3.60/5.32 3.90/ 7.92 3.90/ 7.92 4.95 / 12.21 6.10 / 12.54 4.95 / 12.21 6.10 / 12.54

1.10/1.49 1.70/2.62 1.72/3.16 1.80/3.16 3.90/5.44 4. 20/ 7.92 4. 30/ 7.92 4.55 / 12.10 6.60 / 12.10 4.55 / 12.10 6.60 / 12.10

0.52/0.79 0.85/1.18 0.87/1.52 0.92/1.52 1.50/2.55 2.05/4.14 2.15/4.14 2.95 / 5.15 3.75 / 5.23 2.95 / 5.15 3.75 / 5.23

0.58/0.83 0.90/1.23 0.90/1.51 0.95/1.51 1.60/2.58 2.20/4.07 2.30/4.07 3.15 / 4.96 3.85 / 5.24 3.15 / 4.96 3.85 / 5.24

0.43/0.94 0.30/0.67 0.32/0.85 0.32/0.85 0.52/1.40 0.82/1.94 0.84/1.94 1.50 / 4.18 1.60 / 3.99 1.50 / 4.18 1.60 / 3.99

0.33/0.42 0.30/0.65 0.32/0.82 0.32/0.82 0.56/1.35 0.88/1.85 0.90/1.85 1.80 / 3.81 2.00 / 3.63 1.80 / 3.81 2.00 / 3.63

0.59/1.08 0.30/0.76 0.32/0.97 0.32/0.97 0.55/1.67 0.82/2.12 0.84/2.12 2.30 / 4.41 2.50 / 4.94 2.30 / 4.41 2.50 / 4.94

0.42/0.93 0.32/0.72 0.35/0.91 0.35/0.91 0.58/1.50 0.88/2.07 0.88/2.07 2.20 / 4.11 2.40 / 4.50 2.20 / 4.11 2.40 / 4.50 AC / DC 24 V 2.80 / 5.33 1.80 / 20 2.40 / 20 3.80 / 24 5.00 / 24 - - - - - - Motor Insulation Class F F F F F F F F F F F
ISO 5211 Mounting Flange F07 F07/F10 F07/F10 F10/F12 F10/F12 F12/F14 F12/F14 F16 F16 F25/F30 F25/F30 Weight (Lbs) 15.43 33.07 33.07 44.09 44.09 55.12 55.12 92.60 92.60 335.10 335.10 No of handwheel turns 10 12 12 14 14 17 17 13 13 39 39

STANDARD SPECIFICATIONS
Enclosure Weatherproof IP67, NEMA4/4X and 6, O-ring sealed Main Power supply 110/220VAC/1Ph/50/60Hz, 380/440/VAC/3Ph/50/60/Hz 10%, 24VDC Control power supply 110/220VAC/1Ph/50/60Hz 10%
Duty cycle(on-off) S2: 10Min~30Min
Duty cycle(modulating) S4, 30~50%, 300~1200 start/Hour
Motor Squirrel Cage induction motor
Limit switches 2 each for Open and Close (SPDT 250VAC/10A rating) Torque switches 1 each for Open and Close (SPDT 250VAC/10A rating except for EW880) Stall protection/ set temp. Built in thermal protection, Open 302oF±41oF, Close 207oF±59oF Travel angle 90o±5o (0o ~ 100o)
Position indicator Continuous mechanical indicator with arrow Manual override De-clutchable
Self locking Provided by double worm gearing (no brake) Mechanical stopper 1 each for each travel end (Open and Close), external & adjustable Space Heater 5W(110/220VAC) for anti-condensation
Cable entries 2 - PF 3/4” TAP
Lubrication EP type grease
Terminal block Screw and Lever Push type (spring loaded) Ambient temperature Basic actuator : -4F~+158 oF
c/w control options : 14oF~+140oF
Ambient humidity 90%RH Max (Non-Condensing)
Anti vibration XYZ 10g. 02~34Hz, 30 minutes
External coating Dry powder (Polyester)
Note: Radius reserves the right to make technical and/or dimensional changes without prior notice For DC operating time please consult factory

10Reducer Data

Cyclo®
6000 Speed Reducers
Superior design, powerful performance
We keep things moving.

The Cyclo® 6000 is also available
as an inline Gearmotor
To request a catalog, or for more information on any
of our high quality products, please visit our Website:

Cyclo® 6000 boasts an expanded range of standard sizes and ratings. Use this chart to select a new Cyclo® 6000 when replacing Cyclo® series
3000 and 4000 models.
www.smcylo.com
CYCLO® Frame Size
Cross Reference

OLD NEW
3000 4000 6000 6060
3075 4075 6065
6070
3085 4085 6075
6080
6085
3090 4090 6090
3095 4095 6095
3097 4097 6095
3100 4100 6100
3105 4105 6105
310H 410H 610H
6110
6115
3110 4110 6120
3115 4115 6125
311H 4125 612H
3140 4130 6130
3145 4135 6135
6140
3155 4145 6145
315H 415H 614H
3160 4165 6165
3165 416H 616H
316H 4170 6170
3170 4175 6175
3175 4180 6180
3180 4170 6170
3185 4185 6185
3190 4190 6190
3195 4195 6195
3205 4205 6205
3215 4215 6215
3225 4225 6225
3235 4235 6235
3245 4245 6245
3255 4255 6255
3265 4265 6265
3275 4275 6275 Page 687 of 1480

1.2 General Information Cyclo® 6000 Series
Rugged, shock-resistant
cast iron housing.

Optional ductile iron
also available
Cyclo®6000
Unmatched Reliability,
Exceptional Performance
Wide variety of
inputs available,
including C-Face,
Free-Shaft,
Gearmotor and
Brakemotor
Cyclo® speed reducers and gearmotors are
designed to withstand shock loads
exceeding 500% of their ratings
High power density.

All reduction contained
in compact ring gear
housing
Superior seal design
using wear sleeves
and pressure-rated
seals
High Torque Density, High Reliability Cycloidal Speed Reducers All rotating components are
fully hardened, vacuum
degassed bearing grade
steel, for consistent, reliable
performance
Unique oil sight gauge for
simple, visible lubrication
indication

Cyclo® 6000 Series General Information 1.3
Applications
• Conveyors • Sawmills and Wood Mills
• Food Machinery • Wastewater Treatment
• Mixers • Steel Mills
• Automotive Plants • Construction Equipment
• Recycling Machines • Paper Mills
• Poultry Plants • Processing Plants
Product Description
The Sumitomo Cyclo® drive is unsurpassed by any other inline drive available in the market today. Cyclo®’s unique epicyclodial design has advantages superior to speed reducers using common involute tooth gears. Cyclo® components operate in compression, not in shear. Unlike gear teeth with limited contact points, a Cyclo® has two thirds of its reduction components in contact at all times. Cyclo® speed reducers and gearmotors are designed to withstand shock loads exceeding 500% of their ratings, and provide exceptional performance, reliability and long life in the most severe applications.

Features & Benefits
• Highest overload capacity, exceeding 500%
• Exceptional life with a 24 month warranty
• High efficiency, even at high reduction ratios
• Remarkably versatile, and available as inline speed reducer or gearmotor
• Ideal for severe, high shock applications
• Optional grease lubrication for no maintenance
Specifications
Sizes: 23 models (5 lbs to 5000 lbs)
Torque Rating: 210 to 603,000 lb in
HP Rating: .10 to 232 HP
Ratio Range: 3 to 119 (single), 121 to 7569 (double),
8041 to 658,503 (triple)
Mounting: Foot, Flange, Face Mount
Motor Standards: NEMA, IEC, JIS, UL, CSA, CE
Sumitomo’s Cyclo® 6000 is extremely torque
dense and is available as an inline
speed reducer or gearmotor
We keep things moving.
• Simple, Compact Design
• Rugged Forged Output Shaft
• Many Mounting Styles
• C-Face, Shovel Base & Top Mount Options

Cyclo® 6000 Series General Information 1.5
CYCLO® 6000 Speed Reducers
How do I select a Cyclo speed reducer or gearmotor?
Selection is based on the actual horsepower and/or torque requirements at the output shaft. The Cyclo speed reducer has particularly high efficiencies over a wide range of reduction ratios, which frequently permits the use of reduced input power requirements (smaller HP motor) without sacrificing output shaft torque. The selection procedures in this catalog will guide you in choosing the most efficient reducer for your application.

What information do I need to get started in the selection process? To select the proper reducer for your application, you will need to know:
• Application: type of driven machine
• Hours of operation per day
• Motor horsepower (HP) and speed (RPM)
• Mounting position
If there are any special environmental factors or operation requirements, they must also be noted. This information will be important in determining the Service Factor of your application.

What are Service Factors and how are they used?
In general, reducers and gearmotors are rated for the specific conditions and operating requirements of the application by the use of AGMA-defined Service Factors. There are three AGMA load classifications for reducers: uniform (U), moderate shock (M) and heavy shock (H) (page 2.3) The Service Factors are used in the product selection process to adjust for the specific conditions and operating requirements of your application.

What do I do if my application has particularly severe operating conditions? The standard ratings for Cyclo are based on 10-hour daily service under conditions of uniform loads (equivalent to AGMA service factor 1.0). By following the product selection process, you will determine and apply the Service Factors to compensate for the severe operating conditions.

How can I be sure that the reducer can withstand periodic excessive overloads? Cyclo Speed Reducers provide 500% momentary intermittent shock load capacity. For applications with shock loads greater than 500%, consult an SMA Application Engineer.

What are the standard input speeds?
In general terms, the speeds are 1750 and 1165 RPM. The selection tables in this catalog are based on 1750, 1165, 870, 580, and 50 RPM. When non-standard input speeds are used, the horsepower and torque ratings also vary.

What thermal capacity limitations does the Cyclo have?
The Cyclo speed reducer, by virtue of its smooth, almost frictionless operation (unlike traditional helical gears), has a thermal rating that far exceeds its mechanical capacity and all but eliminates the conventional limitations due to heat.

FAQs
Double Reduction with
C-Face Adapter
Single Reduction, V-Flange Mount
with C-Face Adapter
Single Reduction, Flange Mount
with C-Face Adapter
Single Reduction,
Horizontal Flange Mount
with Hollow Shaft Input
Common Configurations

Cyclo® 1.6 General Information 6000 Series
CYCLO® 6000 Speed Reducers
Standard Specifications
Shaft Rotation
On single reduction Cyclo® speed reducers, ratios 3 through 119, the slow speed shaft rotates in a reverse direction to that of the high speed shaft.

On double reduction units, ratios 104 through 7569, both the high speed and the slow speed shaft rotate in the same direction.

Input Speeds
In general terms, the standard input speeds of single reduction units are 1750, 1165, 875, 580, and 50 RPM.

When non-standard input speeds are used, the horsepower and torque ratings will also vary.

Thermal Capacity
The Cyclo® speed reducer’s smooth, almost frictionless operation all but eliminates the conventional limitations due to heat. In all sizes, Cyclo® speed reducers have thermal ratings that exceed their mechanical capacity.

Reducer Reduction: Internal planetary gear mechanism with trochoidal curved tooth profile.

Lubrication: Grease or oil lubricated models available.

Seals: Nitrile material, dual lipped, double output seals available.

Material: Rugged cast iron or ductile housings.

Paint Color: Blue, Muenters color number 6.5PB 3.6/8.2
Ambient Installation Location: Indoors or Outdoors
Conditions
Ambient Temperature: 14°~104° F (-10º ~ 40º C)
Ambient Humidity: Under 85%
Elevation: Under 3,281 ft. (1000 meters)
Atmosphere: Well ventilated location, free of corrosive gases, explosive gases, vapors and dust.

CYCLO® 6000 Speed Reducers
Cyclo® 6000 Series How to Select 2.5
Housing Styles & Mounting Positions
Mounting
Positions
With Adaptor
Input Side Hollow Shaft
CVH
(CNH)
CVF
(CNF)
CVV
(CNV)
CWH
(CNH)
CWF
(CNF)
CWV
(CNV)
CHHX
(CNHX)
CHFX
(CNFX)
CVVX
(CNVX)
CVVJ
(CNVJ) CHFJ
(CNFJ)
CHHJ
(CNHJ)
CHH
(CNH)
CHF
(CNF)
CHV
(CNV) Page 692 of 1480
CYCLO® 6000 Speed Reducers
Cyclo® 2.6 How to Select 6000 Series
Configure a Model Number
Nomenclature
Speed Reducers
CHH 00
Type Prefix
Foot H
Flange F
V-Flange V
6115 Y
Cyclo Speed Reducer product code (always “C”)
Output shaft orientation
Mounting style
Input connection
Modification (Special feature)
Frame size
Ratio
Shaft specification
Housing Style
- -
H V W
H
Foot
F
Flange
V
V Flange
No Symbol J
Reducers With Adapter
X
Hollow Shaft
Input Connection Prefix
None -
C-Face Adaptor J
Hollow Input Shaft X
Input Connection
Type Prefix
Horizontal H
Vertical V
Vertical Up (Solid Shaft) W
Universal Direction N
Output Shaft Orientation
29 Frame Size (from Selection Tables)
Input
Shaft Suffix
Inch Y
DIN G
Metric DIN -
Shaft Specifications
Prefix
Special S
Standard –
Modification (Special)

CYCLO® 6000 Speed Reducers
Cyclo® 6000 Series How to Select 2.3
Select a
Frame Size
How to
Select
Service Factors
Determine
Selection
Horsepower (HP)
Motor HP X Service Factor = Selection HP
Example: 10 Motor HP X 1.25 Service Factor = 12.5 Selection HP For special circumstances in selecting a
Frame Size such as:
• Overhung Load
• Axial Loads
• Shock Loading
Consult Technical
Information, pages

5.6–5.13.

If Overhung or Axial
Load are present,
any Overhung or
Axial Load must be
checked against the
capacity of the
selection.

Prime Mover Service Duration AGMA Cyclo® AGMA Cyclo® AGMA Cyclo® Electric Motor
1/2 hr. per day (Occasional) 0.50 0.50 0.80 0.80 1.25 1.20 3 hrs. per day (Intermittent) 0.80 0.80 1.00 1.00 1.50 1.35 Up to 10 hrs. per day 1.00 1.00 1.25 1.20 1.75 1.50
24 hrs. per day 1.25 1.20 1.50 1.35 2.00 1.60
Multi Cylinder 1/2 hr. per day (Occasional) 0.80 0.80 1.00 1.00 1.50 1.35 Internal 3 hrs. per day (Intermittent) 1.00 1.00 1.25 1.20 1.75 1.50 Combustion Up to 10 hrs. per day 1.25 1.20 1.50 1.35 2.00 1.60 Engine 24 hrs. per day 1.50 1.35 1.75 1.50 2.25 1.70
Single Cylinder 1/2 hr. per day (Occasional) 1.00 1.00 1.25 1.20 1.75 1.50 Internal 3 hrs. per day (Intermittent) 1.25 1.20 1.50 1.35 2.00 1.60 Combustion Up to 10 hrs. per day 1.50 1.35 1.75 1.50 2.25 1.70 Engine 24 hrs. per day 1.75 1.50 2.00 1.60 2.50 1.80
Load Classifications
Uniform Moderate Shock Heavy Shock
The Service Factor table below presents both AGMA standard service factors and Cyclo® service factors.

Cyclo® service factors are smaller than AGMA, based on the Cyclo® strength and performance experience.

If your application requires AGMA specified service factors, then the AGMA value should be used.

Otherwise, the Cyclo® service factor should be used.

Ratio
Ratio is found here in Selection Tables
CYCLO® 6000 Speed Reducers
Cyclo® 6000 Series How to Select 2.7Nomenclature
Nomenclature
CNV – 6125Y – 29
C – Cyclo 6000 6125 – Frame Sizen
N– Universal Y – Inch Shaft
V– V-Flange 29 – Ratio
Nominal
Total Ratio
Example

11Electrical

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Franklin Miller, Inc.

SR30-SRH Controller Module Specification
file: MODULE SPEC SR30 SYSTEM03.DOCX
Hauler Station Controller with Data Collection
Controller: The controller shall completely sequence the operation of the grinder, auger, and plug valve and collect transaction data.

Enclosure type: The enclosure shall be NEMA 12 Steel as standard. A provision shall be made within the enclosure for connection of a grounding cable. The enclosures shall be fabricated of NEMA 12 Steel, and shall be suitable for wall mounting. Doors shall have corrosion-resistant hinges and latches. The enclosure shall house the control devices, relays, terminal blocks and reversing motor starters.

This specification is organized as follows:

FEATURES

1. Disconnect

2. Motor starter

3. Control circuit

4. Operator control

5. Indicating lights

6. Remote I/Os

7. Instrumentation

8. UL/cUL listed

9. Motor Capacity

COMPONENTS

2. Operator Interface

3. Control Devices

4. Motor Starters

SAFETY FEATURES

1. E-Stop

2. Remote E-Stop

3. Tank Cover Safety Interlock

4. Auger compaction zone cover Interlock

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 2 of 20

MODULAS OF OPERATION

1. Grinder operation.

2. Auger operation

3. Plug valve operation

4. System Start Sequence

5. Auto-clear cycle (for both the Grinder
and Auger – reversing sequence)

6. Alarm Condition for both grinder and
auger

7. Auto Clean Cycle Sequence
7a. Auto Wash Cycle Sequence

8. Solenoid valve operation.

9. OIT Display

10. Automatic operation with data collection
system

11. Card reader

12. Printer

13. Flow meter

14. Tank Auger ultra-sonic sensor

15. pH sensor/transmitter

16. Cold Weather Protection

FEATURES
The controller shall contain the following features.

1. Disconnect: The primary feeder cables entering the controller enclosure shall be disconnected from the internal wiring of the controller with a device that has a through-the door operating means. The mechanism shall have a provision for locking the disconnect in the open position.

2. Motor starter: Reversing starters having both mechanical and electrical interlocks shall be provided for the Grinder. The starter size shall be based on IEC requirements for the motor horsepower.

Motor overload relays shall be furnished as part of each motor starting equipment.

Output terminal blocks shall be provided for connection of the motor leads exiting the enclosure.

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 3 of 20

3. Control circuit:

Voltage: Nominally 120V with other levels determined by the requirements of the PLC and other control items supplied as part of the controller.

If DC voltage is required, an adequately sized source of DC power must be provided within the controller.

Transformer: Ungrounded primary and secondary side leads shall be fuse protected. The control transformer shall be sized to carry the control-circuit load; including the plug valve actuator, solenoid valve coils, motor space heaters, and any other 120/1 powered accessories; plus a minimum of 20% spare capacity for future load growth.

4. Operator control:

A key-operated, two-position GRINDER “MAINTENANCEREMOTE” selector switch shall be provided on the front cover.

A key-operated, two-position AUGER “MAINTENANCE -
REMOTE” selector switch shall be provided on the front
cover.

A key-operated, three position PLUG VALVE
”OPEN/CLOSE/REMOTE” selector switch shall be provided
on the front cover.

5. Indicating lights:

A green “GRINDER RUN” pilot light
A green “AUGER RUN” pilot light
A green “PLUG VALVE OPEN” indicating light
A red “FAIL” indicating light

6. Remote I/Os: The following inputs and outputs shall be supplied. Wiring shall be complete from the PLC to terminal blocks.

Grinder Run status.

Auger Run status.

Fail status.

Remote E-stop.

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 4 of 20
Maintained-contact tank cover safety interlock switch
Motor over temperature wires (X-proof motors) for both the grinder and auger.

Low temperature freeze protection.

OIT for PLC messages & prompts to the septage haulers and for plant personal to enter hauler data into the PLC (activate & deactivate haulers).

7. Instrumentation
Current sensor: One phase shall be monitored for a high current condition for the Grinder with a current sensor and current relay.

Magnetic flow meter shall be powered from the control and the flow data stored in PLC.

Motor operated plug valve shall be powered and controlled.

Limit switches (part of motor operated plug valve). CLS (Closed Limit Switch) & OLS (Open Limit Switch)
Anti-Condensation heater (part of motor operated plug valve, 5W @ 120V.

Anti-Condensation heater in panel, 100W @ 120V with thermostat in both Hauler Station and Main Control Panel
Phase Monitor- to monitor incoming voltage & protect the equipment from both low and high Voltage and loss of a phase.

8. Certification/Listing
The control shall be a 508 “UL/cUL” listed industrial control panel.

COMPONENTS

1. Operator Interface
a. The operator interface shall display grinder and auger run times, elapsed times, reversals, stalls, motor overloads and over temperature occurrences. b. The operator interface shall display Fail MESSAGES, Service Reminder and Operational Messages (module 9).
c. Operator interface function keys shall select the following displays: Date and Time, Real Time Data, and System Monitor.
d. Operator interface shall display real time data (while processing an order):

Volume (in gallons), Tank Level (in inches).

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e. The auger stop sequence shall be programmable. Settings shall be entered at the operator interface using panel keys to enter a desired stop sequence time.

2. Control Devices
a. Pilot devices shall be mounted on the enclosure front panel door. b. Indicator lights shall be LED type pilot lights. Lights and the selector switches shall be heavy duty NEMA 4X type.
c. Control transformer shall be protected by two primary fuses and one secondary fuse.
d. Relay contacts shall be included for Grinder Run, Auger Run and Fail (common) signal outputs. The contacts shall be rated 10 amp, 240 V resistive load.

3. Motor Starters
a. Starter shall be a full-voltage reversing type with 120 volt operating coils. b. Forward and reverse contactors on the starters shall have both mechanical and electrical interlocks.
c. Overload relays (OL) shall be adjustable so that the range selected includes the full load amperes (FLA) rating and service factor. The overload shall be auto resetting.

4. VFD
Auger motor will be controlled using the frequency, speed, and current by the VFD. VFD will give a fault code to the PLC when the Auger is tripped or overloaded. The PLC will start, stop, and control direction of rotation for the VFD.

Module 1: Grinder Operation
A key-operated, two-position GRINDER “MAINTENANCE-REMOTE” selector switch shall control the operation.

A GRINDER RUN indicating pilot light shall be illuminated when the motor is energized.

Maintenance: The key must be inserted in this position. The grinder shall start when the START button is touched and stop when the STOP button is touched on the OIT display.

Remote: The key can be removed in this position. The grinder shall run under control of the PLC.

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Operation: The Grinder “reverse” motor starter coil shall be energized.

The Grinder rotates in that direction for a period of two seconds (adjustable) and the reverse coil is then de-energized. After a delay of (2) seconds (adjustable) to allow the Grinder to coast to a stop, the “forward” motor starter coil is energized and the Grinder runs in that direction.

Reset: The Grinder Alarm shall only be reset by holding the OIT display STOP button for five (5) continuous seconds. See module (9) for alarm conditions description.

Module 2 Auger Operation:

A key-operated, two-position AUGER “MAINTENANCE-REMOTE” selector switch shall control the operation.

AUGER RUN indicating pilot light shall be illuminated when the motor is energized.

Maintenance: The key must be inserted in this position. The auger shall start when the START button is touched and stop when the STOP button is touched on the OIT display. Door/cover safety Interlocks will be ignored to allow Maintenance to be performed.

Remote: The key can be removed in this position. The auger shall run under the control of the PLC.

Operation: The Auger “forward” rotation is energized and the Auger runs in that direction. When de-energizing the auger motor it will complete the following sequence: Motor de-energized, after a (2) second delay (adjustable), to allow the equipment to coast to a stop, the “reverse” rotation shall be energized. The auger rotates in the reverse direction for (0.5) second (adjustable 0 – 5s range) and is then de-energized.

Reset: The auger alarm shall only be reset by holding the OIT display STOP button for five (5) continuous seconds.

Module 3 Plug valve:

A key-operated, three position PLUG VALVE “REMOTE-CLOSE-OPEN” selector switch shall be provided on the front cover. Its function is as follows:

Open (Maintenance): The key must be inserted to move to this position. When in this position, the plug valve shall open.

PLUG VALVE OPEN pilot light shall be illuminated when the closed limit switch is NOT activated.

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Operation: Placing the Plug Valve selector switch in the Open position causes the motor operated valve to move in the open direction. It stops when the “open” limit switch is tripped or the signal is interrupted.

Close: The key must be inserted move to this position. When in this position, the plug valve shall close.

Operation: Placing the switch in the Close position causes the valve to move in the closing direction. It shall stop when the “closed” limit switch is tripped or the signal is interrupted.

Remote: The key may be removed in this position. The plug valve will open, close and modulate flow as controlled by the PLC using a 4-20mA analog signal from the ultrasonic level transducer and flow meter.

Operation: The plug valve will limit the flow into the Septage Receiving Station to the “MAX FLOW” value (Factory set to 350 GPM) (User adjustable 300 – 400 GPM range).

If at any time the grinder or the auger reversal counter has a value greater than (0) the plug valve will be moved to the closed position. It will be modulated (see Table 1) to the open position when the counter is reset to (0).

The following parameters shall be user adjustable:

1. “TIME FOR FULL OPEN” of the plug valve

2. “# OF INCREMENTS” of the “TIME FOR FULL OPEN” value that shall be used to determine the power pulse duration according to the following. PULSE = (TIME FOR FULL OPEN (Factory preset to 26 sec / # OF INCREMENTS (Factory preset to 10))

3. “MAX FLOW” value in GPM (Factory set to 400GPM).

The PLC uses the instantaneous reading in the following manner:

Table 1
Instantaneous Flow
Volume
(Measured GPM) / (Max
GPM) x 100
Plug Valve to
open signal
(only if Valve is
not fully open)
Plug Valve to
close signal (only
if Valve is not
closed)
0 - 45% 4 PULSE 0 PULSE

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Instantaneous Flow
Volume
(Measured GPM) / (Max
GPM) x 100
Plug Valve to
open signal
(only if Valve is
not fully open)
Plug Valve to
close signal (only
if Valve is not
closed)
>45 - 65% 2 PULSE 0 PULSE
>65 - 85% 1 PULSE 0 PULSE
>115 - 135% 0 PULSE 2 PULSE
>136% 0 PULSE 4 PULSE

4. Level indication effect on plug valve operation per table 2. If, after 120 seconds the level drops below high the normal plug valve modulation (based on flow) will resume.

Table 2
Level Plug Valve to open
signal
(only if Valve is not fully
open)
Plug Valve to close
signal (only if Valve is
not closed)
High 0 PULSE 6 PULSE
High-High 0 PULSE Fully Close
Module 4 System Starting Sequence for Automatic Operation (Note: all operations to occur in the following sequence, each line starting after the previous line is completed)
• Card reader accepts account, Start button active
• Start button touched
• Start transaction timer
• Start monitoring all metrics (Flow, level, amp, pH, etc.) • The Grinder starting (auto-clear) sequence begins (reverse-pause-forward). This operation is described in Module 1.
• The Auger starts in the forward direction and continues to run. Circuit 1 & 2 water solenoids energized.
• Plug valve is fully opened (energized until the open limit switch is activated).

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 9 of 20
• Plug valve modulation begins.

Module 4a System Stopping Sequence for Automatic Operation (Note: all operations to occur in the following sequence, each line starting after the previous line is completed)
• Stop button touched
• Stop transaction timer
• Plug valve is fully closed (energized until the closed limit switch is activated). • Transaction data shall be written to appropriate PLC data registers then a transaction receipt shall be generated by a door mounted printer. • The grinder motor is de-energized.
• The auto clean cycle is initiated.
• The auto wash cycle is initiated.

Module 5 Auto-Clear Cycle (for both the Grinder and Auger).

If the instantaneous current reaches an adjustable set point (factory set to 4X FLA) while running in the forward direction, the motor shall be de-energized. After a delay of two seconds to allow the equipment to coast to a stop, the motor will be energized in the “reverse” direction. After rotating in that direction for a period of two seconds (adjustable) the motor is then de-energized. After a delay of (2) seconds (adjustable) to allow the equipment to coast to a stop, the motor is energized in the “forward” direction.

This automatic auto-clear cycle shall be attempted a total of Grinder: factory set to three times (adjustable 0 – 6)
Auger: factory set to shut down after first reversal (adjustable 0 – 3).

If, after the allotted number of clearing attempts, the jam condition still exists, the motor shall be de-energized, and after a 2-sec delay, it shall be energized in reverse direction for 0.5-sec. An Alarm Condition lockout circuit shall then be established and remain in the alarm state (even if power is lost) until it is reset as per module 6 below.

If at any time the equipment runs for more than 30 seconds continuously in the forward direction the reversal counter shall be reset.

The plug valve will remain closed until the reversal counter is reset to zero.

Module 6 Alarms (moved to Module 9 and combined with OIT display messages)

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Module 7 Auto Clean Cycle Sequence:

Purpose:

Cleaning system and completely filling the flow meter pipe trap (dip) for proper flow meter operation, to keep the PH sensor fully submerged, and to maintain a cleaner environment in the general area of the PH Sensor & Flow Meter Electrodes.

Operation:

This cycle starts after each transaction. The auger motor and spray bar solenoid valve (circuit 1,4) shall remain energized for a user adjustable period (factory preset 2minute (120second)) for auger clearing. The Pipe Fill solenoid will open simultaneously to fill the flow and pH meter pipe trap.

Note: The auger cleaning cycle shall be immediately interrupted if the card reader has authorized the next user before the cycle is completed. The auger will continue running without reversing at start.

Module 7a Auto Cycle Sequence:

Purpose:

Washing the internal parts of the tank to maintain a cleaner environment.

Operation:

This cycle starts after module 7 clean cycle is completed. The user adjustable (factory preset 3 Minute (180 second)) tank wash down cycle will initiate: The auger motor will continue Running uninterrupted and the circuit 2 spray solenoids will be energized.

After the washing cycle is Complete the auger motor will shut down and all the spray wash solenoids will be de-energized
Note: The auger washing cycle shall be immediately interrupted if the card reader has authorized the next user before the cycle is completed. The auger will continue running without reversing at start.

Module 8 Solenoid Valve Operation
Circuit 1 - Operates the auger screen solenoid. This circuit runs whenever the auger motor is running. It will run during the auto-clean cycle.

Note: this circuit must be able to handle up to (3) solenoid valves.

Circuit 2 - Operates the upper rotary spray ball solenoid. This circuit will optionally (user adjustable, factory set on) run when the auger motor runs. It will run during the auto-wash cycle. During “MAINTENANCE” operation of the auger the circuit will be off.

Circuit 3 - Operates the compaction zone solenoid. This circuit will cycle on & off (30) seconds on (user adjustable) and (15) min off (user adjustable) when the auger motor

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runs in normal operation. It will optionally (user adjustable, factory set off) run during the tank auto-wash cycle.

Circuit 4 – Operates the pipe fill solenoid valve to fill the pipe It will run during the autoclean cycle.

Module 9 Alarm Conditions and OIT Display:

Definitions
• Overload – When motor’s average current exceeds the set point (normaly 1.2x FLA). It is detected by the motor overload relay or similar function in the VFD. • Stalled – When the motor’s instantaneous current exceeds the set point (normaly 4x FLA). It is detected by the current sensor/transformer or a similar function in the VFD.
• Jammed – When a motor stall condition has occurred causing the stall counter to exceed the set point (normally set to 3).

TRIP 1 – Process Stop
Caused by:
• Grinder Motor Thermostat Open.
• Grinder Motor Overload relay trips.
o It shall be adjustable so that the range selected includes the full load amperes (FLA) rating and service factor of the motor. The overload shall be auto resetting.
• Grinder motor is Jammed.
• Plug valve fault signal (over torque) received by PLC. • On initial start - If the Plug valve fails to fully open (open limit switch not activated) after being signaled to fully open and 2x the "fully open time" calculation has elapsed.
• Only active when transaction is closing - if the Plug valve fails to fully close (closed limit switch not activated) after being signaled to close and 2x the "fully open time" calculation has elapsed.

Action:

A Process Stop condition is the same as pressing the Stop button (see module 4A). The normal stop sequence commences automatically and is followed by the Clean Cycle. The Wash Cycle and Cold Weather Protection are disabled and the process cannot be restarted until the condition is cleared.

TRIP 2: Immediate Stop
Cause:
• The Auger VFD trips on motor overload (average high current) condition.
• VFD provides a (general) fault signal to the PLC.

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• The auger motor stalled count exceeds user programmable set point, factory set to one
• A faulted level sensor signal is received by PLC
• Imbalance in Voltage/Phase monitor signal is received by PLC. • Any cover interlock is open.
• High-High level received for 5 continuous seconds.
• Level sensor fault
• Last 10 average pH values (user adjustable, factory set to 10) exceed either high or low set point
Action:

An Immediate Stop condition signifies that something drastic has occurred and the process must be stopped immediately. All motors stopped, the plug valve is closed, all solenoids are de-energized, and the transaction is closed. The Clean Cycle is not initiated. The Wash Cycle and Cold Weather Protection are disabled and the process cannot be restarted until the condition is cleared.

Trip 3: Display only
Cause:
• pH sensor Fault
• pH sensor Low
• pH sensor High
• Tank Level High
Action:

Display alarms are simply displayed on the HMI without any impact on the process.

Indicate a warning sign on OIT Display.

TRIP 4: Hard wired E-stop
Cause:
• E-stop button pressed
Action:

The hard wired e-stop button will shut down the entire system by tripping the safety relay and removing control power. The system cannot be restarted until the E-Stop is reset.

General Alarm Notes
• The Alarm Condition Lockout Circuit can be reset by holding the OIT stop button for 5 continuous seconds.
• NOTE: Before manually clearing an obstruction, the disconnect mounted BEFORE this controller must be opened and locked out.

OIT Display

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PLC messages & prompts to the haulers and for plant personal to enter hauler data into the PLC (activate & deactivate haulers).

Grinder and auger run times, elapsed times, reversals, jams, motor overloads and over temperature occurrences.

The following text informational messages shall appear:

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OIT Display and Alram Table
# Description
Warning
(DISPLAY ON
OIT)
Alarm
Action
(see module
6 for details) Notes
1 Tank Wash Cycle

TANK WASH CYCLE
- SWIPE CARD TO
INTERRUPT 3
When the selector switches are in the Remote position, auger cleaning or wash cycle is taking place, and no grinder alarm exists.
2 Grinder jammed – wash cycle

GRINDER JAMMED
- TANK WASH
CYCLE 3
When the selector switches are in the Remote position and auger cleaning or wash cycle is taking place and a grinder alarm exists.
3 Ready to run condition SWIPE CARD 3
When all selector switches are in the Remote position and the system is ready for another transaction.
4 Maintenance Mode Notice

MAINTENANCE
MODE: THE

COVER/DOOR
SAFETY

INTERLOCKS ARE
BY-PASSED – USE
CAUTION 3
When either the grinder, auger, or plug valve selector switch is in the Maintenance position
5 Grinder Jammed Grinder Jammed 1 If Grinder gets jammed (as described in the Auto Clear Cycle) 6 Auger Jammed Auger Jammed 2
When the Auger gets jammed (operation mentioned in Auto Clear Cycle)
7 Emergency Stop E-Stop active 4 Shuts down the entire system (Hard-Wired e-stop) 8 Septage Receiver Cover Not
Closed
Septage Receiver
Cover Not Closed 2 If system active when cover switch is activated then Alarm 2. 9 Compaction Zone Cover Not
Closed
Compaction Zone
Cover Not Closed 2 If system active when cover switch is activated then Alarm 2. 10 Grinder Motor Overload

GRINDER MOTOR
OVERLOAD 2 The overload shall be auto resetting.

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# Description
Warning
(DISPLAY ON
OIT)
Alarm
Action
(see module
6 for details) Notes
11 Auger Motor Overload

AUGER MOTOR
OVERLOAD 2
A fault is indicated if the Auger VFD trips on motor overload (continuous high current) condition
12 Auger VFD Fault AUGER VFD FAULT 2 If the VFD gets faulted it will send a signal to the PLC. 13 Grinder In Maintenance Mode

GRINDER IN

MAINTENANCE
MODE 2 Based on position of selector switch
14 Auger In Maintenance Mode

AUGER IN

MAINTENANCE
MODE 2 Based on position of selector switch
15 Plug Valve In Maintenance Mode

PLUG VALVE IN

MAINTENANCE
MODE 2 Based on position of selector switch
16 Tank Level High TANK LEVEL HIGH 3
When this signal is received from the level sensor for (5) continuous seconds it will display the message and modulate the plug valve per module 3, table 2
17 Tank Level High-High
TANK LEVEL HIGHHIGH 2When this Signal is received from the level sensor for (5) continuous seconds the alarm will trigger.
18 Plug Valve Fault plug valve Fault 1
Over-torque contact closure on the plug valve will signal to the PLC a fault condition.
19 Plug Valve Fail To Fully Open
plug valve Fail to
Fully Open 1
Only active on initial start
If the Plug valve fails to fully open (open limit switch not activated) after being signaled to fully open and 2x the "fully open time" calculation has elapsed.
20 Plug Valve Fail To Fully Close
plug valve Fail to
Fully Close 1
Only active on system shut down:
if the Plug valve fails to fully close (closed limit switch not activated) after being signaled to close and 2x the "fully open time" calculation has elapsed.

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# Description
Warning
(DISPLAY ON
OIT)
Alarm
Action
(see module
6 for details) Notes
21 Grinder Motor Temperature High
Grinder Motor
Over-Temp 1 A fault is indicated if the Grinder Motor Thermostats are Open 22 Auger Motor Temperature High
Auger Motor OverTemp 2 A fault is indicated if the Auger Motor Thermostats are Open 23 Grinder Excessive jams(stalled) Grinder Stalled 1
This number exceeds user programmable set point, factory set to three
24 Level Sensor Fault
Level sensor
Faulted 2 The system cannot operate with a faulted sensor 25 Flowmeter Fault Flowmeter Faulted 2 The system cannot operate with a faulted sensor 26 pH Sensor Fault pH Sensor Fault 3
(3) Unless being used to shut down on extremes, in which case (1).
27 pH Sensor High pH Sensor High 3 (3) Unless being used to shut down on extremes, then (1) 28 pH Sensor Low pH Sensor Low 3 (3) Unless being used to shut down on extremes, then (1) 29 Volt/Phase Monitor
Volt/Phase Monitor
Faulted 2
Used for monitoring incoming voltage & protects the
equipment. If a High or Low voltage is detected, or if any phase imbalance occurs, the PLC receives a Fault signal, it will shut down the system.

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 17 of 20
OIT function keys shall select the following displays: Date and Time, Real Time Data, and System Monitor.

OIT shall display real time data (while processing an order): Volume (in gallons), Tank Level (in inches).

Module 10 Automatic Operation with data collection system:

If the Grinder, Auger, and Plug Valve selector switches are all in the Remote positions, control is regulated via the card reader access system. Authentication of an access card shall enable the START and STOP pushbuttons. A text message shall acknowledge authentication and prompt the hauler to depress the START button. (50) Unique access cards to be supplied with the controller able to handle up to (300) access cards. The controller must allow a systems administrator to lock out individual cards for nonpayment etc. and to write an on screen message.

Module 11 Card Reader
The actual cards are only available from FMI pre-programmed.

Note: Normally supply 50 cards and reserve 250 more, for a total of 300 possible cards.

This is normally sufficient for most locations.

Normal account numbers are 8 - 9 digits. The card number total range is reserved at time of shipment for better security.

The card reader will read cards, but has no logic or intelligence - it cannot be programmed.

The active card range that the control (PLC) will accept is preset and cannot be modified. This is for security purposes. The total possible number of accounts should be considered for the expected life of the card reader.

The OIT screen is used to program the control (PLC) to accept or decline individual card numbers (accounts).

Module 12 Printer:

The controller shall be equipped with a thermal printer that shall print the transaction data to the customer receipts. Also, if required by System Administrator current PLC system set points. A printer jam or running out of paper shall not disable the system.

The hauler should notify the plant operator if he did not receive a receipt and when the printer has been loaded with paper the last transaction can be reprinted.

Receipts shall contain at minimum the following information:
1) LOCATION [USER ADJUSTABLE]
2) DATES / TIME (OF START OF TRANSACTION)
3) ELASPED TIME

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 18 of 20
4) ACCOUNT NUMBER
5) GALLONS PUMPED (if Flow Meter installed)
6) pH AVG, LOW, HIGH (if pH module activated)
7) FAULTS encountered during operation.
8) “for questions, Call: “User entered NAME” at “User entered TELEPHONE NUMBER””
Set point List: A receipt shall be printable from the Hauler OIT showing the current PLC set points and timer values (notated as user adjustable.) Module 13 Flow Meter:

Shall be a 4-20mA device powered from the control and the flow data stored in PLC.

Operation: 4-20mA analog signal from the flow meter will be used to operate the plug valve.

Totalizer pulse (digital) signal can be used for total flow calculation.

Minimum flow: After the initial startup when the machine starts running and reads flow at or below zero (User Adjustable) for about 60 seconds (User adjustable) it will shut down the system.

Maximum Flow: After the initial startup when the machine is running and the flow meter records a reading above 350gpm (User Adjustable) it will start shutting down the Plug Valve to regulate the flow as described in the plug valve module.

Module 14 Tank Auger Ultrasonic Level sensor
Ultrasonic sensor has two user adjustable set points.

A HIGH LEVEL condition shall cause the plug valve to modulate as described in Table

2. A HIGH-HIGH LEVEL condition shall cause the plug valve to close as described in Table 2, initiate an Alarm condition, and indicate a ‘TANK HIGH-HIGH LEVEL’ alarm.

Module 15 PH Meter:

Operation: Measure and log the pH meter value every 15 seconds. Calculate the Max, Min, and average value of the readings after each measurement.

Option to turn off pH sensor function without effecting operation.

Two user adjustable set points:

PH Sensor High set point (factory set to pH 10)
PH Sensor Low set point (factory set to pH 4)
Optional Alarm conditions:

Franklin Miller Inc. • 60 Okner Parkway • Livingston, NJ 07039 • USA Phone: 973-535-9200 • FAX: 973-535-6269 • Web: www.franklinmiller.com • E-mail: [email protected] Printed: 9/28/2020 5:24:00 PM Page 19 of 20

1. Alarm condition: if the overall average pH value calculated exceeds either set point:

Print on receipt Average, Max, and Min pH values (default on)

2. Alarm condition: if the last 10 average pH values (user adjustable, factory set to 10) exceed either set point:

Shut down system and Print on receipt average, Max, and Min pH values (default on)
Module 16 Cold weather protection
There shall be a provision for a Low Temperature Module. It shall be able to be activated by closing a contact, either from a Physical (2) position switch in the Hauler Control station panel door or from an ambient sensing thermostat.

Operation: When the contact is closed the controller shall cycle all motors & spray washes on for a (User Adjustable Time, factory set to 15s, (5-180s Range) and off for a (User Adjustable Time, factory set to 15min, (5-60 min Range) The off timer shall start from the end of either the latest “Cold Weather” or “WASH CYCLE” termination.

When the contact is open the controller shall not cycle motors and spray wash.

THERMOSTAT will operate as a standard heater type. The contact closure is on lowering to a preset Cold Temperature.

Since 1918
TASKMASTER® GRINDERS
TASKMASTER®

TITAN GRINDERS
DIMMINUTOR®

COMMINUTORS
SUPER SHREDDER®
SPIRALIFT® SCREENS
SCREENMASTER®

SCREENS
DELUMPER®

CRUSHERS
60 Okner Parkway, Livingston, NJ 07039
P: (973) 535-9200 • F: (973) 535-6269
[email protected]
www.franklinmiller.com

May, 2026 15050-1 Septage Hauling and Receiving Station Final
SECTION 15050

BASIC MECHANICAL MATERIALS AND METHODS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Basic design and performance requirements for mechanical equipment.

B. Related Sections:

1. Section 01612 - Seismic Design Criteria

2. Section 01614 – Wind Design Criteria

3. Section 01756 - Testing, Training, and Facility Start-up.

4. Section 01782 - Operating and Maintenance Data.

5. Section 15958 - Mechanical Equipment Testing.

1.02 REFERENCES
A. American Gear Manufacturer's Association (AGMA) Standards:

1. AGMA 2001-B88 - Fundamental Rating Factors and Calculation Methods for Involute Spur and Helical Gear Teeth.

2. AGMA 6000-A88 - Specification for Measurement of Linear Vibration on Gear Units.

3. AGMA 6010-E88 - Standard for Spur, Helical, Herringbone, and Bevel Enclosed Drives.

4. AGMA 6019-E89 - Standard for Gear motors using Spur, Helical, Herringbone, Straight Bevel or Spiral Bevel Gears.

5. AGMA 6025-C90 - Sound for enclosed Helical, Herringbone and Spiral Bevel Gear Drives.

B. American Society of Mechanical Engineers (ASME):

1. ASME PTC 8.2 - Performance Test Code for Centrifugal Pumps.

2. ANSI/ASME PTC 10 - Performance Test Code - Compressors and Exhausters.

3. ANSI/ASME PTC 17 - Performance Test Code - Reciprocating InternalCombustion Engines.

4. ANSI/ASME PTC 11 - Performance Test Code - Measurement of Shaft Horsepower - Instruments and Apparatus.

C. Antifriction Bearing Manufactures Association (AFBMA) Standards:

1. AFBMA 9 - Load Ratings and Fatigue Life for Ball Bearings.

2. AFBMA 11 - Load Ratings and Fatigue Life for Roller Bearings.

D. American Society for Testing and Materials (ASTM):

1. A 36 - Standard Specification for Structural Steel.

2. A 48 - Standard Specification for Gray Iron Castings.

3. A 526 - Standard Specification for Steel Sheet, Zinc Coated by the Hot Dip Process, Commercial Quality.

4. B-61 - Standard Specification for Steam or Valve Bronze Castings.

5. B 62 - Standard specification for Composition Bronze or Ounce Metal Castings.

6. E 527 - Standard Practice for Numbering Alloys and Metals (UNS).

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E. American National Standards Institute/Hydraulic Institute Standards (ANSI/HI):

1. ANSI/HI 1.1-1.5 - Centrifugal Pumps - Nomenclature, Definitions, Application and Operation.

2. ANSI/HI 1.6 - Centrifugal Pump Tests.

3. ANSI/HI 2.1-2.5 - Vertical Pumps - Nomenclature, Definitions, Application and Operation.

4. ANSI/HI 2.6 - Vertical Pump Tests.

5. ANSI/HI 3.1-1.5 - Rotary Pumps - Nomenclature, Definitions, Application and Operation.

6. ANSI/HI 3.6 - Rotary Pump Tests.

7. ANSI/HI 4.1-4.6 - Sealless Rotary Pumps - Nomenclature, Definitions, Application, Operation and Test.

8. ANSI/HI 5.1-1.6 - Sealless Centrifugal Pumps - Nomenclature, Definitions, Application, Operation and Test.

9. ANSI/HI 6.1-6.5 - Reciprocating Power Pumps - Nomenclature, Definitions, Application and Operation.

10. ANSI/HI 7.1-7.5 - Controlled Volume Pumps - Nomenclature, Definitions, Application and Operation.

11. ANSI/HI 9.1-9.5 - Pumps - General Guidelines for Types, Definitions, Application and Sound Measurement.

1.03 DEFINITIONS
A. Special Tools: Tools that have been specifically made for use on unit of equipment for assembly, disassembly, repair, or maintenance.

B. Resonant Frequency: That frequency at which a small driving force produces an ever larger vibration if no dampening exists.

C. Rotational Frequency: The revolutions per unit of time usually expressed as revolutions per minute.

D. Critical Frequency: Same as resonant frequency for the rotating elements or the installed machine and base.

E. Peak Vibration Velocity: The root mean square average of the peak velocity of the vibrational movement times the square root of 2 in inches per second.

F. Rotational Speed: Same as rotational frequency.

G. Maximum Excitation Frequency: The excitation frequency with the highest vibration velocity of several excitation frequencies that are a function of the design of a particular machine.

H. Critical Speed: Same as critical frequency.

I. Free Field Noise Level: Noise measured without any reflective surfaces (an idealized situation); sound pressure levels at 3 feet from the source unless specified otherwise.

1.04 SYSTEM DESCRIPTION
A. General:

1. Provisions specified under each technical equipment specification prevail over and supersede conflicting provisions as specified in this Section.

May, 2026 15050-3 Septage Hauling and Receiving Station Final

2. Provide equipment and parts that are suitable for stresses which may occur during fabrication, transportation, erection, and operation.

3. Provide equipment that has not been in service prior to delivery, except as required by tests.

4. Like parts of duplicate units are to be interchangeable.

5. When 2 or more units of equipment for the same purpose are required, provide products of same manufacturer.

6. Equipment manufacturer's responsibility extends to selection and mounting of gear drive units, motors or other prime movers, accessories, and auxiliaries required for proper operation.

7. When necessary, modify manufacturer's standard product to conform to specified requirements or requirements indicated on the Drawings and contained in Laws and Regulations.

B. Material Requirements:

1. Materials: Suitable for superior corrosion resistance and for services under conditions normally encountered in similar installations.

2. Dissimilar Metals: Separate contacting surfaces with dielectric material.

C. Power Transmission Systems:

1. Power Transmission Equipment: V-belts, sheaves, shaft couplings, chains, sprockets, mechanical variable-speed drives, variable frequency drives, gear reducers, open and enclosed gearing, clutches, brakes, intermediate shafting, intermediate bearings, and U-joints are to be rated for 24 hour-a-day continuous service or frequent stops-and-starts intermittent service, whichever is most severe, and sized with a minimum service factor of 1.5.
a. Apply 1.5 service factor to nameplate horsepower and torque of prime source of power and not to actual equipment loading.
b. Apply service factors higher than 1.5 when recommended for continuous 24 hour-per-day operation and shock loadings specified in AGMA 6010-E88, other applicable AGMA standards, or other applicable referenced standards. c. When manufacturer recommends service factor greater than 1.5, manufacturer's recommendation takes precedence.

D. Vibration:

1. Resonant Frequency: Ensure there are no natural resonant torsional, radial, or axial frequencies within 25 percent above or below the operating rotational frequencies or multiples of the operating rotational frequencies that may be excited by the equipment design.

2. Design, balance and align equipment to meet the vibration criteria specified in Section 15958.

E. Equipment Mounting and Anchoring:

1. Mount equipment on cast iron or welded steel bases with structural steel support frames. Utilize continuous welds to seal seams and contact edges between steel members. Grind welds smooth.

2. Provide bases and supports with machined support pads, dowels for alignment or mating of adjacent items, adequate openings to facilitate grouting, and openings for electrical conduits.

3. Provide jacking screws in bases and supports for equipment weighing over 1,000 pounds.

4. Anchor equipment base to concrete pad. Determine number, size, type, and location of bolts, anchor bolts, or other connections.

5. Provide bolt sleeves for anchor bolts for heavy equipment. Adjust bolts to final

May, 2026 15050-4 Septage Hauling and Receiving Station Final
location and fill sleeve with non-shrink grout.

F. Structural Design:

1. For all equipment provide seismic calculations in accordance with Section 01612 and wind calculations in accordance 01614.

1.05 SUBMITTALS
A. Product Data:

1. For each item of Equipment:
a. Design features.
b. Load capacities.
c. Efficiency ratings.
d. Material designations by UNS alloy number or ASTM Specification and Grade. e. Data needed to verify compliance with the Specifications. f. Catalog data.
g. Name plate data.
h. Clearly mark submittal information to show specific items, materials and accessories or options being furnished.

2. Gear Reduction Units:
a. Engineering information per applicable AGMA standards. b. Gear mesh frequencies.

B. Shop Drawings:

1. Drawings for Equipment:
a. Drawings that include outline drawings, cut-away drawings, parts lists, material specification lists, and other information required to substantiate that proposed equipment complies with specified requirements.

2. Outline drawings showing equipment, driver, driven equipment, pumps, seal, motor(s) or other specified drivers, variable frequency drive, shafting, U-joints, couplings, drive arrangement, gears, baseplate or support dimensions, anchor bolt sizes and locations, bearings, and other furnished components.

3. Installation and check-out instructions including leveling and alignment tolerances, grouting, lubrication requirements, and initial start-up procedures.

4. Wiring, control schematics, control logic diagrams and ladder logic or similar for computer based controls.

5. Recommended or normal operating parameters such as temperatures and pressures.

6. Alarm and shutdown setpoints for all controls furnished.

C. Calculations:

1. Calculations and other information to substantiate base plates, supports, and anchor bolts meet minimum design strength requirements.

2. Bearing L10 life calculations in accordance with AFBMA 9 or AFBMA 11 calculation methods for drivers, pumps, gears, shafts, motors, and other drive line components with bearings.

3. Calculations and other information to substantiate that operating rotational frequencies meet the requirements of this Section.

4. Torsional Analysis of Power Transmission Systems: When torsional analysis specified in the equipment Sections, provide:
a. Sketch of system components identifying physical characteristics including mass, diameter, thickness, and stiffness.
b. Results of analysis including first and second critical frequencies of system components and complete system.

May, 2026 15050-5 Septage Hauling and Receiving Station Final

5. Seismic Connection calculations for equipment and support connection details demonstrating compliance with specified structural design requirements in section 01612 and 01614.

6. Seismic and wind anchoring calculations for all piping, mechanical and electrical supports including manufactured standard supports and any support referencing typical details included with the contract drawings.

7. Require Professional Engineer registered in state where Project is located to stamp and sign calculations.

D. Quality Control Submittals:

1. Source quality control reports and certified test data as specified in Section 15958.

2. Submit factory test reports before shipment.

3. Certified static and dynamic balancing reports for rotating equipment.

4. Field quality control reports and test data as specified in Section 15958.

5. Start-up Plan: Proposed plan for field testing equipment as specified in Section 01756.

6. Certificate of Proper Installation: As specified in Section 01756.

7. Submit material test reports a specified in the equipment sections.

E. Operation and Maintenance Manuals:

1. As specified in Section 01782.

2. Submit prior to training of OWNER's personnel.

3. Make available at project site complete copy of manuals for use by field personnel and ENGINEER during start-up and testing of equipment.

4. Include manufacturer and model number of every bearing; include calculated ball pass frequencies of the installed equipment for both the inner and outer raceways.

5. Include motor rotor bar pass frequencies.

1.06 QUALITY ASSURANCE
A. Qualifications: Equipment manufacturer and system component manufacturers to have a minimum of 5 years experience in the design, manufacture, and assembly of the specified equipment and components with an established record of successful operation of such equipment and components.

B. References: Provide references from a minimum of 3 installations currently operating the same model equipment in continuous service for a minimum of 2 years under similar operating conditions. Reference information shall include location, service, contact person, and contact phone number.

C. Manufacturer's Field Service:

1. Furnish services of authorized representative specially trained in installation of equipment.
a. Visit project site and perform tasks necessary to certify installation. b. Furnish Certificate of Proper Installation as specified in Section 01756.

1.07 DELIVERY, STORAGE, AND HANDLING
A. Packing and Shipping:

1. Equipment: Pack in boxes, crates, or otherwise protect from damage and moisture, dust, or dirt during shipment, handling, and storage.

2. Bearings: Separately pack or otherwise suitably protect during transport.

3. Spare Parts: Deliver in boxes labeled with contents, equipment to which spare parts belong, and name of CONTRACTOR.

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B. Storage:

1. Equipment Having Bearings: Store in enclosed facilities. Rotate units at least once per month or more often as recommended by the manufacture to protect rotating elements and bearings.

2. Gear Boxes: Oil filled or sprayed with rust preventive protective coating.

C. Protection:

1. Equipment: Protect equipment from deleterious exposure.

2. Painted Surfaces: Protect against impact, abrasion, discoloration, and other damage.

1.08 PROJECT CONDITIONS
A. Environmental Requirements:

1. Equipment for project is to be suitable for performance in wastewater treatment plant environment and under following conditions:
a. Ambient Temperatures: 0 to 110 degrees Fahrenheit.
b. Relative Humidities: 30 to 100 percent.
c. Site Elevation: About -10 to 10 feet above mean sea level.

1.09 SEQUENCING AND SCHEDULING
A. Equipment Anchoring: Obtain from equipment manufacturers' anchoring material and templates or setting drawings in time for anchors to be cast-in-place when concrete is placed.

B. Coordinate details of equipment with other related parts of the Work, including verification that structures, piping, wiring, and equipment components are compatible.

C. General Start-up and Testing of Equipment:

1. Perform general start-up and testing procedures after operation and maintenance manuals for equipment have been received.

2. Conduct functional testing of mechanical or electrical systems when each system is substantially complete and after general start-up and testing procedures have been successfully completed.

3. Functional testing requirements as specified in Sections 01756, 15958 and the equipment sections.

1.10 WARRANTY
A. Warranty: Minimum warranty for all equipment to be free of defects in material and workmanship for 1 year from the date of provisional acceptance for on-going municipal operational use of the equipment by the OWNER. Warranty shall cover parts and labor.

Provide longer warranties when specified in the individual equipment sections.

B. Where warranty exceeds 1 year, manufacturer’s warranty shall be issued in the OWNER’s name beginning on the date of provisional acceptance for on-going municipal operational use of the equipment by the OWNER.

C. Provisional acceptance for on-going municipal operational use shall require substantial completion for those elements to be utilized to maintain municipal operations during construction; pass all acceptance testing and all related punch list items shall be completed to the satisfaction of the ENGINEER and OWNER; and the

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OWNER shall agree in writing to provisionally accept those elements before operational transitioning occurs. Provisional acceptance is limited to those elements described in the written acceptance from the OWNER.

1.11 MAINTENANCE
A. Special Tools:

1. When specified, provide special tools required for operation and maintenance.

2. Mark or tag and list such tools in maintenance and operations instructions.

Describe use of each tool.

B. Spare Belts:

1. When spare belts are specified, furnish 1 spare belt for every different type and size of belt-driven unit.
a. Where 2 or more belts are involved, furnish matched sets. b. Identify as to equipment, design, horsepower, speed, length, sheave size, and use.
c. Package in boxes labeled with identification of contents.

C. Spare Parts:

1. Assume responsibility until turned over to OWNER at substantial completion unless otherwise directed by the Construction Manager.

2. Store in enclosed facilities.

3. Furnish itemized list and match identification tag attached to every part.

4. List parts by generic title and identification number.

5. Furnish name, address, and telephone number of supplier and spare parts warehouse.

PART 2 PRODUCTS

2.01 MATERIALS
A. Ferrous Materials:

1. Steel for Members used in Fabrication of Assemblies: ASTM A 36.

2. Iron Castings: Tough, close-grained gray iron, free from blow-holes, flaws, and other imperfections conforming to ASTM A 48.

3. Galvanized Steel Sheet: Minimum 0.0635 inch (16 gauge), ASTM A 526.

4. Expanded Metal: ASTM A 36, 13 gauge, ½ inch flat pattern expanded metal.

B. Nonferrous Materials:

1. Stainless Steel: Type 304 or 316 as specified; provide L grade where welding required.

2. Bronze Which Contacts Liquid: Composition of not more than 2 percent aluminum nor more than 6 percent zinc; UNS Alloy C83600, C92200 or C92700 in accordance with ASTM B 62, B-61, B-505, or B-584, when not specified otherwise.

C. Dielectric Materials for Separation of Dissimilar Metals:

1. Neoprene, bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or other materials.

D. Anchors Bolts: As Recommended by the Manufacturer; minimum 0.5 inch diameter.

2.02 SHAFT COUPLINGS

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A. General:

1. Type and Ratings: Provide nonlubricated type, designed for not less than 50,000 hours of operating life.

2. Sizes: Provide as recommended by manufacturer for specific application, considering horsepower, speed of rotation, and type of service.

3. Use: Use of couplings specified in this Section does not relieve CONTRACTOR of responsibility to provide precision alignment of driver-driven units as required by equipment manufacturer and alignment criteria specified elsewhere in this section.

4. Manufacturers: One of the following or equal:
a. Lovejoy.
b. Dodge.
c. T.B. Woods.

B. Shaft couplings for close coupled electric motor driven equipment 1/2 horsepower or larger and subject to sudden torque reversals:

1. Provide flexible couplings designed to accommodate angular misalignment, parallel misalignment, and end float.

2. Manufacture flexible component of coupling from synthetic rubber, built up with duck and wire reinforcement with synthetic tension members bonded together in rubber.

3. Attach flexible component to flanges with clamping rings and cap screws. Attach flanges to shafts with taper-lock bushings which provide equivalent of shrunk-on fit.

4. Do not allow metal-to-metal contact between driver and driven equipment.

5. Examples of Loads Where Sudden Torque Reversals may be Expected:
a. Reciprocating pumps, blowers, and compressors.
b. Conveyor belts.
c. Reversing equipment.

C. Shaft couplings for direct connected electric motor driven equipment 1/2 horsepower or larger and subject to normal torque, non-reversing applications:

1. Provide flexible couplings designed to accommodate shock loading, vibration, and shaft misalignment or offset.

2. Provide preloaded neoprene cylinder type couplings.

3. Connect stub shafts through collars or round flanges, firmly keyed to their shafts with neoprene cylinders held to individual flanges by through pins.

D. Spacer Couplings: Where cartridge type mechanical seals or non-split seals are specified, provide a spacer type coupling of sufficient length to remove the seal without disturbing the driver or driven equipment mountings unless noted otherwise in the individual equipment specifications.

E. Specialized Couplings: Where requirements of equipment dictate specialized features, supply coupling recommended for service by manufacturer.

2.03 STUFFING BOX, SEAL CHAMBER, AND SHAFT SEALS
A. General:

1. Unless otherwise noted in the equipment section, provide cartridge type, double mechanical shaft seals for pumps.

2. Provide a stuffing box large enough for a double mechanical seal.

3. Where packing is specified, provide stuffing box large enough to receive a double mechanical seal.

4. Provide seal or packing flush connections, 3/4 inch size unless another size is

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indicated on the Drawings. Provide and route leakage drain line to nearest equipment floor drain indicated on the Drawings.

5. For pumps with packing, design packing gland to allow adjustment and repacking without dismantling pump except to open up packing box.

B. Packing: When specified in the equipment section of the specifications, provide the following type of packing:

1. Wastewater, Water, and Sludge Applications:
a. Asbestos free.
b. PTFE (Teflon) free.
c. Braided graphite.
d. Manufacturers: One of the following or equal:
1) Chesterton, 1400.
2) John Crane Inc., equivalent product.

2. Drinking Water Service:
a. Approved by the Food and Drug Administration (FDA) or National Sanitation Foundation (NSF).
b. Asbestos free.
c. Material: Braided PTFE (Teflon).
d. Manufacturers: One of the following or equal:
1) Chesterton, 1725.
2) John Crane, Inc., equivalent product.

C. Mechanical Seals: Provide seal types specified in the equipment sections and as specified herein.

1. Provide seal types meeting the following requirements:
a. Balanced hydraulically.
b. Spring: Stationary, out of pumping fluid, Hastelloy C; Type 316 stainless steel for split seals.
c. O-Ring: Viton 747.
d. Gland: Type 316L stainless steel.
e. Set Screws: Type 316L stainless steel.
f. Hard Face: Reaction bonded, Silicon Carbide.
g. Soft Face: Carbon, Union Carbide 658 RC.
h. Seal designed to withstand 125 pounds per square inch gauge minimum differential pressures in either direction; no requirement for seal buffer pressure to be maintained when pump is not operational even though process suction head may be present in pump.

2. Cartridge Type Single Mechanical: Manufacturers: One of the following or equal:
a. Chesterton, 155.
b. John Crane, 88 SRS Series.

3. Cartridge Type Double Mechanical: Manufacturers: One of the following or equal:
a. Chesterton, 225.
b. John Crane, 88 RS Series.

4. Split Face Single Mechanical: Manufacturers: One of the following or equal:
a. Chesterton, 442 (single).
b. John Crane, 37 (single).

2.04 GEAR REDUCTION UNITS
A. Type: Helical or herringbone, unless otherwise specified.

B. Design:

1. Made of alloys treated for hardness and for severe service.

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2. AGMA Class II service.
a. Use more severe service condition when such is recommended by unit's manufacturer.

3. Cast iron housing with gears running in oil.

4. Anti-friction bearings.

5. Thermal horsepower rating based on maximum horsepower rating of prime mover not actual load.

6. Manufactured in accordance with applicable AGMA standards.

C. Planetary gear units are not to be used.

2.05 BELT DRIVES
A. Sheaves:

1. Separately mounted on bushings by means of at least 3 pull-up bolts or cap tightening screws.

2. When 2 sheave sizes are specified, provide separate belts sized for each set of sheaves.

3. Statically balanced for all; dynamically balanced for sheaves that operate at peripheral speed of more than 5,500 feet per minute.

4. Key bushings to drive shaft.

B. Belts: Anti-static type when explosion-proof equipment or environment is specified.

C. Manufacturers: One of the following or equal:

1. Dodge, Dyna-V belts with matching Dyna-V sheaves and Taper-Lock bushings.

2. Woods's, Super-V belts with matching Sure-Grip sheaves and Sure-Grip bushings.

2.06 BEARINGS
A. Type: Oil or grease lubricated, ball or roller antifriction type, of standard manufacture.

B. Oil Lubricated Bearings: Provide either pressure lubricating system or separate oil reservoir splash type system.

1. Oil Lubrication Systems: Sized to safely absorb heat energy normally generated in bearings under maximum ambient temperature of 60 degrees Celsius; provide external cooler when required, air cooled if water cooling source not indicated on the Drawings. Equip with filler pipe and external level gauge.

C. Grease Lubricated Bearings, Except Those Specified to Be Factory Sealed: Fit with easily accessible grease supply, flush, drain, and relief fittings.

1. Lubrication Lines and Fittings:
a. Lines: Minimum 1/4 inch diameter stainless steel tubing. b. Multiple Fitting Assemblies: Mount fittings together in easily accessible location.
c. Use standard hydraulic type grease supply fittings.
1) Manufacturer:
a) Alenite
b) Zurk.
c) or equal.

D. Ratings: Rated in accordance with AFBMA 9 or AFBMA 11 for L10 rating life of not less than 50,000 hours.

1. Higher ratings, when specified in other Sections, supersede preceding

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requirement.

2.07 SAFETY GUARDS
A. Drive Assemblies: Enclose sprockets, belts, drive chains, gearings, couplings, and other moving parts on drive assemblies in safety enclosures that are in compliance with applicable Laws and Regulations.

B. Shafts: Provide guards that protect personnel from rotating shafts or components within 7.5 feet of floors or operating platforms.

C. Hot Surfaces: Insulate all surfaces with normal operating temperatures above 120 degrees Fahrenheit when surface is within 7.5 feet height from any operating floor or level; insulation thickness such that temperature is below 120 degrees; cover insulation with moisture-proof protective jacket; insulation Type 3 and cover Type 5 as specified in Section 15082.

D. Guard Requirements:

1. Allow visual inspection of moving parts without removal.

2. Allow access to lubrication fittings.

3. Prevent entrance of rain or dripping water for outdoor locations.

4. Size belt and sheave guards to allow for installation of sheaves 15 percent larger and addition of one belt.

E. Materials:

1. Sheet Metal: Carbon steel, 12 gauge minimum thickness, hot-dip galvanized after fabrication.

2. Fasteners: Type 304 stainless steel.

2.08 SPRING VIBRATION ISOLATORS
A. Design Requirements:

1. Telescopic top and bottom housing with vertical stabilizers to resist lateral and vertical forces.

2. Use steel coil springs.

3. Design vibration isolators in accordance with seismic design criteria as specified in Section 01612.

B. Performance Requirements: Minimum spring deflection of 1/2 inch under static load and capable of limiting transmissability to 10 percent maximum at design operating load.

C. Manufacturers: One of the following or equal:

1. California Dynamics Corporation, Type RJSD.

2. Mason Industries, equivalent product.

D. Materials:

1. Fabricate isolators using welded steel or shatterproof ductile iron in accordance with ASTM A 536 Grade CS-45-12.

2. Spring Steel: ASTM A 125.

2.09 FABRICATION
A. Nameplates:

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1. Engraved or stamped on Type 304 stainless steel and fastened to equipment at factory in an accessible and visible location.

2. Indicate Following Information as Applicable:
a. Manufacturer's name.
b. Equipment model number and serial number.
c. Maximum and Normal rotating speed.
d. Horsepower.
e. Rated capacity.
f. Service class per applicable standards.

3. Nameplates for Pumps: Include:
a. Rated total dynamic head in feet of fluid.
b. Rated flow in gallons per minute.
c. Impeller, gear, screw, diaphragm, or piston size.

4. Gear Reduction Units: Include:
a. AGMA Class of service.
b. Service factor.
c. Input and output speeds.

B. Bolt Holes in Equipment Support Frames: Do not exceed bolt diameter by more than 25 percent, up to limiting maximum diameter oversize of 1/4 inch.

C. Shop Finishing:

1. Provide coating as follows:
a. Bases and Support Frames That Contact Concrete or Other Material: Paint contacting surfaces with minimum of 2 coats of zinc chromate primer before installation or grouting.
b. Shop Primer for Steel and Iron Surfaces, Unless Specified Otherwise:
1) Manufacturers: One of the following or equal:
a) Ameron, Amercoat 185 Universal Primer.
b) Cook, 391-N-167 Barrier Coat.
c) Kop-Coat, Pug Primer.
d) Tnemec, 37-77 Chem-Prime.
e) Valspar, 13-R-28 Chromox Primer.
c. Coat machined, polished, and nonferrous surfaces which are not to be painted with rust-preventive compounds.
1) Manufacturers: One of the following or equal:
a) Houghton, Rust Veto 344.
b) Rust-Oleum, R-9.
d. Coating for Ferrous Metal Surfaces, Except Stainless Steel: High solids polyamine epoxy.
e. Finish Painting Pumps and Motors: Shop finish paint with manufacturer's premium protective coating system for sever corrosive environments.

2.10 SOURCE QUALITY CONTROL
A. As specified in Section 15958 for testing requirements and the individual equipment sections of the Specifications.

PART 3 EXECUTION

3.01 EXAMINATION
A. Inspect all components for shipping damage, conformance to specifications, and proper torques and tightness of fasteners.

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3.02 FIELD QUALITY CONTROL
A. Test equipment as specified in Section 15958 and the individual equipment Section of the Specifications.

B. Perform operational testing as required by Section 01756.

3.03 MANUFACTURER'S REPRESENTATIVE
A. Field Check-out: Before field testing and start-up, provide services of factory trained field service representative to certify the equipment has been installed, aligned and checked in accordance with the manufacturers instructions and the Specifications.

B. Testing: Provide services of factory trained representative to observe and advise the CONTRACTOR during field quality control testing.

C. Training: When training is specified, provide services of factory trained representative to perform training as specified in Section 01756.

END OF SECTION

May, 2026 15052-1 Septage Hauling and Receiving Station Final
SECTION 15052

BASIC PIPING MATERIALS AND METHODS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Basic piping materials and methods.

B. Related Sections:

1. Section 01140 - Work Restrictions.

2. Section 09960 - High Performance Coatings.

3. Section 15956 - Piping Systems Testing.

1.02 REFERENCES
A. American Society of Testing and Materials (ASTM):

1. A 53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless.

2. A 106 - Specification for Seamless Carbon Steel Pipe for High-Temperature Service.

3. D 2240 - Test Method for Rubber Property – Durometer Hardness.

1.03 DEFINITIONS
A. Aboveground Piping: Piping within buildings, tunnels, or other structures without regard to elevation of piping, or exposed piping outside buildings and structures.

B. Underground Piping: Piping actually buried in soil or cast in concrete.

C. Underwater Piping: Piping below tops of walls in basins or concrete tanks containing water.

D. Wet Wall: Wall with water on at least one side.

1.04 SYSTEM DESCRIPTION
A. Piping Drawings:

1. Except in details, piping is indicated diagrammatically. Not every offset and fitting, or structural difficulty that may be encountered has been indicated on the Drawings. Sizes and locations are indicated on the Drawings.

2. Perform minor modifications to piping alignment where necessary to avoid structural, mechanical, or other type of obstructions that cannot be removed or changed.
a. Modifications are intended to be of minor scope, not involving a change to the design concept or a change to the Contract Price or Contract Times.

B. Performance Requirements:

1. Venting Piping Under Pressure:
a. Lay piping under pressure flat or at a continuous slope without air traps, unless otherwise indicated on the Drawings.