LETTER OF TRANSMITTAL
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1 LETTER OF TRANSMITTAL Max Foote Construction Company, LLC 225 Antibes West Mandeville, LA Telephone: (985) Fax: (985) Date: 08/29/2016 Job #: Submittal #: D A Spec Section: Attention: Ryan Asbury RE: Grit Removal System TO: SMITH AND LOVELESS,INC Santa Fe Trail Dr. Lenexa, KS Lake Charles WWTP B-C Lake Charles Capital Project: CP 3128 LDEQ Project Number CS (913) WE ARE SENDING YOU: Shop Drawings/Submittal Attached VIA: the following items: COPIES DATE Submittal No. Description 1 08/29/2016 D A Grit Removal System THESE ARE TRANSMITTED as noted below: Remarks: x See Remarks Code4: Approved as noted/resubmit. Please release for fabrication per the engineer s comments. Please return one electronic copy addressing the engineer s comments. This does not need to be a complete submittal but only the revisions required for approval. Once these comments are addressed we will need seven (7) hard copies and two (2) electronic disk of the final approved submittals for distribution. cc: File Job Site Affinity - Jared Brown Max Foote Construction Company, LLC Signed: If enclosures are not as noted, kindly notify us at once.
2 Submittal Review Transmittal TO: Max Foote Construction Co., LLC ATTN: Bill Hussey 225 Antibes St. West Mandeville, LA Submittal Number: D A Date of Response: Date Received: 8/9/16 Project # Project Name Client WWTP B/C Expansion & Rehabilitation - CP 3128 City of Lake Charles SPECIFICATION Section # Grit Removal System Section Name Grit Removal System PRODUCTS These submittals are transmitted as marked below; comments to follow on additional pages. SUBMITTAL REVIEW Review is for general compliance with contract documents. No responsibility is assumed by ng Group for correctness of quantities, dimensions, and details. No deviation or variation is approved unless specifically accepted in these review comments. The Contractor shall assume full responsibility for coordination with all other trades and deviations from contract requirements. Code 1 APPROVED No notations or comments on the submittal. Contractor may release the equipment and/or material for manufacture. Code 2 APPROVED AS NOTED Confirmation of the notations and comments IS NOT required by the Contractor. Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. Code 3 APPROVED AS NOTED/CONFIRM Confirmation of the notations and comments IS required by the Contractor. Code 4 APPROVED AS NOTED/RESUBMIT Resubmittal to address all comments, omissions and non-conforming items that were noted. Code 5 NOT APPROVED Contractor must resubmit the entire package revised to bring the submittal into conformance. Code 6 COMMENTS ATTACHED Code 7 RECEIPT ACKNOWLEDGED Not subject to the Engineer s review and approval; and, is being filed for informational purposes only. Signed: Chris LaCroix Date: S. GLENSTONE PLACE BATON ROUGE, LOUISIANA TEL (225) FAX (225) PAGE 1 OF 2
3 Submittal Number: D A Project # Project Name Client WWTP B/C Expansion & Rehabilitation - CP 3128 City of Lake Charles SPECIFICATION Section # Grit Removal System Section Name PRODUCTS Grit Removal System Comments: Enclosures need to be NEMA 4X Stainless Steel. They are located outdoors near the corrosive atmosphere of the Headworks. See Project Electrical Drawings E23, E26, and E S. GLENSTONE PLACE BATON ROUGE, LOUISIANA TEL (225) FAX (225) PAGE 2 OF 2
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7 LAKE CHARLES WWTP B-C LAKE CHARLES PROJECT CP 3128 LDEQ PROJECT CS SUBMITTAL FOR Grit Removal System D A 8/9/16 Bill Hussey Submittal Number Date Max Foote Construction Certification Statement: By this submittal, I hereby represent that I have determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have reviewed and approved this submittal and checked and coordinated each item with other applicable approved shop drawings and all contract requirements.
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12 PISTA 360 with V-FORCE BAFFLE 95% Grit Removal Efficiency Down to 140 Mesh (105 Microns) Particle Size The PISTA 360 Grit Chamber is equipped with the patented V-Force Baffle, which is an integral flow control baffle for both the inlet and outlet of the main chamber. The V-Force Baffle directs the inlet flow into the chamber in a manner that ensures the proper vortex flow and prevents short-circuiting. The V-Force Baffle allows for a full 360 rotation from the inlet to the outlet, providing maximum flow travel for effective grit removal. The V-Force Baffle directs the flow out of the PISTA Grit Chamber and acts as a slice weir, controlling the water level in the main chamber and the inlet channel. No additional downstream flow control device is required to keep the velocity between 3.5 fps (1.06 m/s) at peak flow and 1.6 fps (0.48 m/s) at minimum flow with a 10:1 turn down. This most recent innovation further enhances the world s best grit removal scheme by providing engineering and cost saving considerations. By increasing chamber velocity during low flow periods, less grit is permitted to settle in upstream channels. The V-Force Baffle also extends the grit extraction path within the vortex grit chamber. This is a key feature because a longer grit path within the flow pattern dramatically increases the effectiveness of grit being captured on the chamber s flat-floor. Beyond this, the PISTA 360 with V-Force Baffle also permits design flexibility so that water elevations can be controlled. Water level control is important because it maintains the correct velocities approaching the grit chamber. Previously, the most common way to accomplish water level control in the chamber was to back up the flow with a downstream submerged weir. The PISTA 360 with V-Force Baffle has preset inlet and outlet openings that supplant the need for the submerged weir. With all of these improvements, the PISTA 360 with V-Force Baffle achieves 95% grit removal efficiency down to 140 mesh (105 microns). By integrating water elevation settings with the V-Force Baffle, the overall outlet footprint requirements decrease by as much as half the typical distance. The resulting smaller footprint provides significant construction cost savings. The PISTA 360 with V-Force Baffle represents the latest innovation that makes cents from Smith & Loveless. The PISTA 360 with V-Force Baffle is just one of many Smith & Loveless design innovations that make PISTA the world s leading grit removal system. Bulletin 960 Smith & Loveless Inc., 2012 O n l i n e : smithandloveless.com Phone: Fax:
13 PISTA 360 with V-FORCE BAFFLE - Page 2 PISTA Grit Chamber Features and Benefits Coanda Ramp Engineered entry facilitates laminar flow so that it takes a steady tangential direction as it enters the grit chamber and properly conditions the grit for entrapment. Bull Gear Drive Provides minimum service 5.0 factor and trouble-free operation. PISTA TURBO Grit Pump [Top-Mounted & Remote-Mounted Options] Removes grit from storage hopper to washing and dewatering. Available in vacuum-primed and flooded suction arrangements. Now available with SONIC START prime sensing. Outlet Channel S&L can assist with design information for optimal performance. Inlet Channel Controls velocity of influent and draws grit to the grit chamber floor. Exclusive Flat-Bottom Basin Floor Facilitates the forced vortex flow pattern inside the chamber. Minimizes organic capture while hydraulically directing grit into lower hopper. Patented, 360-degree in-line design. PISTA V-FORCE BAFFLE New, patented innovation enhances removal efficiency for low-flow periods and offers design engineering benefits. PISTA Grit Fluidizer Patented blade exclusive to S&L design. Loosens collected grit, preventing compacting. Storage Hopper Stores removed grit prior to dewatering. Hopper Cover Plate Stationary and recessed, it removes for quick access to storage hopper. Axial-Flow Propeller Aids in directing organic-free grit into lower hopper by enhancing flow patterns. Rounded edges prevent solids build-up, thus ensuring high efficiency. V-Force Baffle Benefits PISTA Model Number Max. Flow (U.S. / Metric / LPS) 95% grit removal efficiency down to 140 mesh (105 microns) particle size. Construction cost savings due to decreased overall grit system footprint requirements. Increases grit chamber velocity during low-flow periods. Full 360 rotation in the chamber, lengthening grit extraction path. Eliminates the need for downstream level control devices. Designed to handle wide range of flows. 0.5 I 0.5A I 0.5B 1.0 I 1.0A I 1.0B 2.5 I 2.5A I 2.5B 4.0 I 4.0A I 4.0B 7.0 I 7.0A I 7.0B 12.0 I 12.0A I 12.0B 20.0 I 20.0A I 20.0B 30.0 I 30.0A I 30.0B 50.0 I 50.0A I 50.0B 70.0 I 70.0A I 70.0B I 100.0A I 100.0B 0.5 MGD / 1,892 CMD / 22 LPS 1.0 MGD / 3,785 CMD / 44 LPS 2.5 MGD / 9,465 CMD / 110 LPS 4.0 MGD / 15,140 CMD / 175 LPS 7.0 MGD / 26,495 CMD / 307 LPS 12.0 MGD / 45,420 CMD / 526 LPS 20.0 MGD / 75,700 CMD / 876 LPS 30.0 MGD / 113,550 CMD / 1,314 LPS 50.0 MGD / 189,250 CMD / 2,190 LPS 70.0 MGD / 265,000 CMD / 3,067 LPS MGD / 378,500 CMD / 4,381 LPS O n l i n e : smithandloveless.com Phone: Fax:
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LETTER OF TRANSMITTAL Max Foote Construction Company, LLC 225 Antibes West Mandeville, LA 70448 Telephone: (985)-624-8569 Fax: (985)-624-8580 Date: 02/02/2017 Job #: 289-11805 Submittal #: D-11135-003-A
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