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Ordinance No. 15,118 ORDINANCE NO. 15,118 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, AUTHORIZING CHANGE ORDER NO. 2 TO THE GOOSE CREEK LIFT STATION REHABILITATION PROJECT WITH LINDSEY CONSTRUCTION COMPANY, IN AN AMOUNT NOT TO EXCEED ONE HUNDRED TWENTY-NINE THOUSAND TWO HUNDRED NINETEEN AND 95/100 DOLLARS ($129,219.95); AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN,TEXAS: Section 1: That the City Council does hereby authorize Change Order No. 2 to the Goose Creek Lift Station Rehabilitation Project with Lindsey Construction Company, in an amount not to exceed ONE HUNDRED TWENTY-NINE THOUSAND TWO HUNDRED NINETEEN AND 95/100 DOLLARS ($129,219.95). A copy of said change order is attached hereto,marked Exhibit "A" and made a part hereof for all intents and purposes. Section 2: This ordinance shall take effect immediately from and after its passage by the City Council of the City of Baytown. INTRODUCED, READ and PASSED by the affirmative vote of the City Council of the City of Baytown this the 23`d day of June, 2022. CHRIS PRESLEY, Mayor Pro Tern ATTEST: ,eNYTO� Iy�,rF a'n aL ANGELA UCKSON, Cit -1k o° OF r\�' APPROVED AS TO f ORM: SCOTT LEMO , City Attorney RAKaren Anderson'.ORDINANCESQ022\2022.06.23.ChangeOrderNo.2GooseCreekLiftStahonRehabProject.docx EXHIBIT "A" CITY OF BAYTOWN PUBLIC WORKS & ENGINEERING I 2123 Market St. Baytown,Texas 77520 BE E BMTOWN CHANGE ORDER For GOOSE CREEK LIFT STATION REHABILITATION Date of Issuance: 6'9r2022 Change Order No.: 2 Contractor: Lindsey Construction CoB Project No.: LS2002 Designer: Kimley Horn P.O. No.: 2104163 Explanation: This change order encompasses the following: Replacement of an existing manhole(MH3), including bypass pumping,excavation and shoring,demolition and disposal of the existing 4'dia manhole and base, installation of a new 6'dia Armorock manhole,pipe connections and couplings, backfilling and compaction,complete in place,all in accordance with the contract documents. Description of Work Cost Time 1. 6 ft diameter Armorock manhole $ 129,219.95 90 Days 2. $ - Days 3. $ - Days 4. $ - Days Please attach back-up documentation Lindsey Construction's proposal,dated 6 9 22, is attached for reference(22 pages). Cost&Time Change Summary Cost Time Original Contract: $ 4,761,106.00 360 Days Previous Change Order(s): $ - 165 Days Contract prior to this change order: $ 4,761,106.00 525 Days Net increase(decrease) from this change order $ 129,219.95 90 Days Revised Contract: $ 4,890,325.95 615 Days Finance Approval: Date: RECOMMENDED: RECOMMENDED: By: Date: 6-10-22 By:�� —%`Date: 06/13/2022 Design Engineer Director of Public Woo&Engineering ACCE TED*: APPROVED: By: ,.�.,�r Date: p t9_o cq,2 r_ By: Date: Contractor City Manager *Contractor agrees to perform change(s)included in this Change Order for the price and time indicated. The prices for changes included all costs associated with this Change Order No work is to be done until this change order is executed.No payment to the Contractor(or Consultant)shall be made for work included in the change order until the Contractors pay estimate is updated. Revise the project plans and specifications as referenced and insofar as the original project drawings and specifications ape inconsistent,this Change Order governs Upon execution by all parties,the following changes identified for the contract value and/or contract time shown,are made part of the contract. Construction 1 of 1 D16 Revised 2020 LINDSEY P.O. BOX 73169 (281)651-0000 Houston,TX.77273 FAX(281)651-0228 June 9,2022 Neil Barnsdale Carollo Engineers, Inc. 10375 Richmond Ave.,Suite 1625 Houston,TX 77042 Dear Neil, Attached, please find our proposal to replace the existing 48" manhole MH3 with a new 72"Armorock manhole. Our bypass pumping subcontractor, Mersino,will handle all required bypass pumping.The bypass pumping submittal, which was approved on 5/24/22 is attached for reference. Please note that the bypass pumping associated with this submittal, was not included in our original bid.Our underground utility subcontractor, DL Glover will construct the new manhole. The submittal for the new manhole is attached for reference. Lindsey Construction will perform the demolition of the existing manhole and backfilling the new manhole. As detailed in the attached proposal,this work can be completed for the lump sum price of$129,219.95.We are also requesting a schedule extension of three months.We originally brought this issue to the City's attention on 4/14/22. Based on our recent conversations,we understand this change order may be approved by the City Council no sooner than 6/23/22.Although we have been able to continue with limited work while waiting for authorization to proceed,this delay has severely hindered our ability to proceed with work at the site.The manhole vendor estimates delivery will require three to four weeks and we estimate the manhole installation will require another three to four weeks. For these reasons, we feel that a three month contract extension is a reasonable request.We are not requesting any additional compensation for this delay. If you have any questions about this proposal, please call me. Sincerely, 4et-"Ir -- Cecil Kirbow,Vice President PROJECT: Goose Creek Owner:City OF BAYTOWN PROJECT NO. CONTRACTOR: Lindsey Construction Job Number 2021-07 DATE: 06/09/22 CHANGE PROPOSAL NO.: 2 LABOR MATERIAL/EQUIP SUBCONTRACT PURCHASE ORDER DESCRIPTION TOTAL TOTAL TOTAL TOTAL 72"Manhole $32,802.00 Install Manhole including shoring&backfilling $55,000.00 Cement stabilized sand around coupling $2,200.00 $4,000.00 Demo existing manhole and removing from site $2,000.00 $4,000.00 Bypass Pumping Monthly Rental $9,259.00 Bypass Pumping Setup&Teardown $5,100.00 SUBTOTAL i : $4,200.00 $8,000.00 $69,359.00 $32,802.00 LABOR BURDEN @ 50%: $2,100.00 XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXX SALES TX $0.00 $0.00 $0.00 $0.00 SUBTOTAL ii : $6 300.00 $8 000.00 $69 359.00 $32,802.00 OVERHEAD @ 5%: $315.00 $400.00 XXXXXXXXXXXXXXXX $1 640.10 SUBTOTAL iii : $6.615.00 $8,400.00 $69,359.00 $34,442.10 Lindsey Markup 5%: XXXXXXXXXXX XXXXXXXXXXXXXXXX $3 467.95 XXXXXXXXXXX Sub Markup 10%: XXXXXXXXXXX XXXXXXXXXXXXXXXX $6.935.90 XXXXXXXXXXX SUBTOTAL(iv): $6,615.00 $8,400.00 $79,762.85 $34,442.10 BOND 0 1.5%: XXXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXX TOTALS: $6,615.001 $8,400.00 1 $79,762.85 1 $34,442.10 TOTAL ADDITION TO CONTRACT: $129,219.95 SIGNED• Cecil Kirbow,Vice President Lindsey Construction LN`a 119 OL1 C.L. YER INCORPO ATe 19101 Oil Center Blvd *Houston,Texas 77073 *Ph. 281-354-6031 *Fax.281-354-6071 April 22,2022 To: Lindsey Construction Attn:Cecil Kirbow Re: GOOSE CREEK LIFT STATION REHABILITATION—Change Order#1 Dear Mr. Cecil Kirbow, Thank you for considering DL Glover, Inc for the above reference scope of work. Please review and accept this Change Order as follows: APPROX UNIT ITEM DESCRIPTION OF WORK UNIT QTY. PRICE TOTAL CO#1 Install 6' Ft. Diameter Armorock Sanitary Sewer NIH (Excluding Structure and Material required 1 inside of Manhole if required) EA 1 $55,000.00 $55,000.00 $55,000.00 NOTE: The impact of any purposed changes to the scope of work may increase the final pay quantity. Please contact me if you have any questions or concerns. Your attention to this matter is greatly appreciated. Sincerely, DL Glover,Inc e�:,isw,C•lsez �azcl Christopher Ford Viet: Pr,:sideut 1 14885 Spring Canyon Road Boulder City,111102006 For: 207 Heritage Court 4D Sulphur Springs,TX7B482 Ref: Goose Creek Lift Station Rehabilitation ARIViOROCK 02 wroamorock.eom Baytown, TX Quote Date: 6/9/2022 Structure Description Height I Weight Price _Spreader Bar with Lifting 0.00, 0 $1,943 Equipment 1 SPREADER BAR AND RIGGING FOR LIFTING MH 3 72"-30" Lid Polymer Manhole 16.65' 21,804 $29,109 1 30"EJ 1480 CITY OF BAYTOWN SANITARY 1 PR30X6FL 30 IN X 6 IN FLAT PRO-RING SEWER R&C 1 50630-L 72 IN POLYMER MH LID 30 IN 1 50660-S 72 IN X 5 FT POLYMER MH SECTION 1 50672-S 72 IN X 6 FT POLYMER MH SECTION 1 70660-875ES 72 IN X 5 FT POLYMER PRECAST BASE(3/4 DEPTH TROUGHING) 2 42A PSX-2:DD 1 S206-36 NPC BOOT 6 JM1 25 125 IN X 14 FT JOINT MASTIC ROLL 1 CUSTOM STRUCTURE PROGRAMMING 3 GASKET FOR 72"JOINT Sub-Total $31,052 Freight/Delivory $1,750 Total Price for Goose Creek Lift Station Rehabilitation $32,802 Quotallon 7 4 0100 Page 2 of 2 619/2022 14555 Spring Canyon Read APPROVED BY: Boulder City,NV 89006 Structure: MH 3 A207 Heritage Court Job Number: CDSulphur Springs,TX 75482 Job Name: Goose Creek Lift Station Rehabilitation ARi9l OROCK' 702-824-9702 Job Location: Baytown,TX www.annorock.com Contractor: Based on: Agency: g y: City of Baytown Take Off By: 4/14/2022 Tim Engineer: Kimley Horn Design Build Height Stack Build Height Ship Date: ^� Rim + 21.50' Ring + 0.38' Ring: 30"EJ 1480 City of Baytown Sanitary Sewer Lowest Invert - 4.85' Adjustment + 0.29' R&C Design Height 16.65' Eccentric Slab + 0.67' Grate/Cover: Risers + 12.00' Channel: 3/4 DEPTH TROUGHING Base Gain + 3.32' Notes: Design Height = 16.65, Floor Thickness + 0.68' Outside Height = 17.33' Openings ID Invert Pipe Size Connector Hole Size Angle To CL Top to Top Hole Former #1 4.85' 30"PVC Sdr 26 S206-36 NPC Boot 36"0 0. 23" 7" 30 Sdr26 92 4.85' 30"PVC Sdr 26 S206-36 NPC Boot 36"0 100, 23" 7" 30 Sdr26 #3 4.85' 30"PVC Sdr 26 S206-36 NPC Boot 36"0 307' 23" 7" 30 Sdr26 Elevation(View A-A) Plan View z�.so TOP y r —Jel_ )g A ` e c I _ I Ir F>A --1 2070 I 1 n i i D I I I ( 6 #2 720 �a.as I I I tz i i 0 I I f 100° #3532 ' L>A 6 SL3� S nowt �1 vaEn BOM For Stack ID Description Part Number City. Weight CUSTOM STRUCTURE PROGRAMMING - -1--GASKET FOR 72"JOINT 3 1.25 IN X 14 FT JOINT MASTIC ROLL _ _ _ _ JM1.25 _ 6 A 30 IN X 1 IN FLAT PRO-RING PR30XIFL 1 47 8 30 IN X 2 IN FLAT PRO-RING PR30X2FL 1 94 C 72 IN POLYMER MH LID 30 IN 50630-L 1 2,779 D 72 IN X 6 FT POLYMER MH SECTION 50672-S 2 9,330 E 72 IN X 4 FT POLYMER PRECAST BASE(3/4 DEPTH TROUGHING) 70648-B75Es 1 8.668 Totals(precast,lbs.) 6 20,919 Submittal T2.14 Page 1 of 1 4/14/2022 @ME a 281.860.0808 C) 281.860.0828 INO 0 1 www.mersino.com BYPASS PUMPING SERVICES & EQUIPMENT RENTAL AGREEMENT Thursday, May 19,2022 MIDI# 40508 To: Lindsey Construction, Inc. Attn: Cecil Kirbow RE: Goose Creek Lift Station Rehabilitation PROJECT DESCRIPTION Mersino proposes to provide temporary pumping systems to bypass Craigmonts 30" line for the construction of manhole no.3 for the Goose Creek Rehabilitation project located in Baytown,Texas. Bypass of Craigmonts 30" line flow for the construction of manhole no 3 Flow Rate: 1,236 GPM TDH: Unspecified.Bypass system will be capable of up to 60 feet of head Suction Point: Upstream manhole approximately 330 feet south of lift station Discharge point:Wet well of lift station Bypass Distance:330 feet Features:System will include sound attenuated pumps and a high-level alarm call-box Mersino proposes a bypass system consisting of a sound attenuated, diesel driven, 6-inch Global Standard Trash(6GST)pump as the primary pump.An identical 6GST pump will be provided as a dedicated standby pump.The discharge of the pumps will manifold to one common 8-inch common line which will discharge into the wet well of Goose Creek lift station. SCOPE OF WORK Mersino will be responsible for the following: • Assistance with the development of standard submittals required of the contractor by the engineer or owner for the bypass pumping portion on the project • Delivery of the bypass pumping equipment to job site • Labor required for the installation of the bypass pumping system • Equipment for the operation of the bypass pumping, including the primary and redundant trash pumps, discharge piping, isolation valves,etc. • Automatic float controls/transducers for the redundant pump(s) • Regular preventative maintenance of the pumps for duration of project(oil changes,etc.) • Labor required for the breakdown and removal of the bypass pumping system upon completion • Pick up of equipment upon completion Contractor is responsible for the following: • The return of this rental agreement signed by an authorized representative of the Contractor, along with a 'Letter of Commencement'or a copy of the performance bond • All costs incurred by MERSINO associated with site specific training classes or special PPE gear • All fuel and fueling operations,or sufficient 480v/3ph power supply and connections required for bypass pumping system • Monitoring of the bypass system(s)and promptly informing MERSINO of any issues, problems,or concerns with their operations • Removal of foreign objects from pump end as needed • Loader and operator to assist in unloading/loading equipment and throughout installation/removal of the system(including forks) • Access to the sewer system for suction and discharge point(s), including removal of manholes cone section(if necessary) • Access and preparation of the site Including,but not limited to, leveling and clearing where needed • Sound attenuation if required • Monitoring and maintaining safe levels of the sewerage within the sewer system 1 9 6 0 N S T A R P 0 1 N T D R . H 0 U S T 0 N T X 7 7 0 3 2 MIDI #40508 • 24 hour pump watch as required; MERSINO can provide this service at an additional cost if agreed to herin • The provision and installation of any and all bulkheads required(sewer plug rental has not been included in the above quotation) • Any and all permits,certifications,reports, etc.as required • Any and all traffic control needed as well as barricades needed to protect the site from passing traffic • A sufficient clean water supply for flushing the bypass pumping system upon project completion • Flushing the bypass pumping system with clean water at project completion, prior to tear-down • Assistance in loading of equipment on MERSINO trucks upon project completion • All site restoration required as a result of the pumping equipment or any other work performed by MERSINO • Payment within 30 days of invoice date—retainage is not accepted BYPASS PUMPING SERVICES&EQUIPMENT RENTAL PRICING Item cost Delivery $ 750.00 Setup Of Pumps And Quick-Connect Piping $ 1,800.00 Monthly Rental Rate Of System $ 9,259.00 Teardown Of Pumps And Quick-Connect Piping $ 1,800.00 Pick Up $ 750.00 NOTE: Above pricing does not include plug or plug install *NOTE:Above quantities are only estimated.Actual quantities will be billed accordingly per the unit pricing provided. Mersino makes available to all customers our twenty-four hour pump watch service at the customer's request. If utilized, a trained pump operator capable of operating the system and troubleshooting any potential problems will be provided. The operator will be outfitted with a complete service truck stocked with spare components for a quick response to mechanical failures. This service can be provided at an additional charge of$60.00 per hour(based upon 24 hours per day). MS AND CONDITIONS This A ement is based upon MERSINO providing the above Scope of Work at Contractor's directions and shall be co eyed a erforman agreement. At no time are the terms and conditions of any prime contract or any other agreement o r than this greement be en MERSINO and Contractor incorporated into this Agreement or binding on MERSINO. MERSIN work is limited o that work set in this Agreement or any subsequent agreement between MERSINO and Contractor, papdoSt no time should ontractor assume th ERSINO is quoting Contractor's entire project specifications or any specification 3JAr than those set forth herein. This Agreement based on the information provided by Contractor to MERSINO, and M INO has not made any ndependent verification of s information. If conditions prove to be materially different, MERSIN all be permitted to submit a equest for modification of this A ement and its pricing and approval by Contractor of such m cation shall not be unreasonably ithheld. he stated rental rates that are to apply after stated time frame are based upon thre ys equaling one week and three weeks qualing one month. Rent will commence upon ilization of the applicable equip onto the jobsite and will cease when the quipment is removed there from, regardless of use, ay,or any other factors. SINO will Invoice all use taxes applicable to the quipment rented for this project.Any responsibility note essly assumed b ERSINO in this quotation should be considered the esponsibility of the contractor/owner.This quotation does n ' clude the st for any site specific safety training classes that may be equired or special PPE gear for employees,unless otherwise s d ve.Any costs incurred relative to these items will be invoiced t a time and materials basis.Any pricing that is quoted as a'per rice refers to the amount of service actually installed,NOT the ootage of the trench or cut. Unless otherwise specified in the ove Ag ment, Contractor is responsible for returning the equipment ull of fuel. Any equipment not returned full of fuel will be c rged for re-fue at the greater of$9.50 per gallon or the average fuel to at the time of filling. ERSINO makes no guarantees as to the estii .ed amount of sewerage flow rates,n oes MERSINO guarantee any other outcome r result. The pumping systems quoted ar my recommendations agreed to by both pa ' s based upon the estimated flows stated ithin this Agreement. These flow rates a based upon the information available to MERSIN the time this Agreement was written. nless expressly stated above, indi ' ual sewer leads are not included in the bypass pumping sy Agreement. If additional pumps re required to maintain flow rat in excess of that which is quoted above,or to bypass individual se leads, additional systems will e provided at an additiona sts upon request by the Customer and upon a signed written modificati This Agreement does not clude a professional) gineered design or any P.E. stamped designs and shall not be construed a design specification greement,unless o rwise stated in the proposal above and unless MERSINO is paid an additional amount for specific service.If dditional syste ould be required and requested by Contractor in excess of that which is quoted above, addition stems can be rovided at a tonal costs and only upon written agreement of the parties. ue t e sensitive nature of the project, Contractor must make all provisions necessary to ensure the continued flows of the s r. use MERSINO's equipment is mechanical, operational failure of the equipment is possible. No guarantee is implied or express 1 9 6 0 N S T r R P 0 1 N T D R . , H 0 U S T 0 v , T X 7 7 0 3 2 CITY OF BAYTOWN GOOSE CREEK LIFT STATION REHABILITATION Baytown,TX Shop Drawing Review Comments Submittal 046.2 ❑No Exceptions Taken ❑Revise and Resubmit ®Exceptions Noted ❑Rejected (See Individual Submittal for Applicable Approval) Approval is only for conformance with the design con- cept of the project and compliance with the infor- mation given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. KIMLEY-HORN&ASSOCIATES, INC. Date 5/24/2021 By BYPASS PUMPING(REVISION 2)FOR 30"LINE FROM CRAIGMONT LIFT STATION 1. No Exceptions Taken to this submittal as it is only for the temporary bypass to install MH3 on the existing 30"wastewater line; however, a resubmittal is still required to address comments from Submittal 46.1. K HOU Cn d 067466110-Goose Creek LS Rehab 8.CPS Shop Drawings KH Response SDO46 2-Bypass Plan SD-046.2 KH Response.doc LINDSEY P.O. BOX 73169 (281)651-0000 Houston,TX.77273 FAX(281)651-0228 LCI #2021-07 Baytown Goose Creek Lift Station Rehabilitation Submittal No.46 -2 Bypass Pumping Review Status Approved Approved As Noted For Record Only Revise and Resubmit Kimley-Horn & Associates, Inc. 11700 Katy Freeway, STE 800 Houston,Texas 77079 281.860.0808 a 281.860.0828 . M R INO 0 wWw.mersino.com BYPASS PUMPING SUBMITTAL Friday, May 20, 2022 MDI#40508 To: Lindsey Construction RE: Goose Creek Lift Station Rehabilitation PROJECT DESCRIPTION Mersino proposes to provide temporary pumping system to bypass the 30"gravity sanitary sewer line from the Craigmont lift station for the construction of manhole no.3 for the Goose Creek Rehabilitation project located in Baytown,Texas. Bypass for 30" SS influent from Craiamont lift station Duty Point: 1,236 gpm @ 41.1952 feet Suction Point: Manhole upstream of manhole 3 approximately 330 feet south of lift station Discharge Point:Wet well of Goose Creek Lift Station Bypass Length:Approximately 330 linear feet Features: Sound attenuated pumps and a high-level alarm call box Mersino proposes a bypass system consisting of a sound attenuated, diesel driven, 6-inch Global Standard Trash(6GST) pump as the primary pump. An identical 6GST pump will be provided as a dedicated standby pump.The discharge of the pumps will manifold to one common 8-inch quick connect galvanized steel pipe which will discharge into the wet well of Goose Creek lift station. List of callout box emergency contact: Mersino Mersino Lindsey Construction Lindsey Construction Construction Manager(Carollo) Operator Jay Saenz OMERSINO Account Manager office:281.860.0808 1960 N Starpoint Dr. Cell:281-380-0757 Houston,TX 77032 y T A R P 0 1 N T D R H 0 U S 7 0 N T X 7 7 0 3 2 LOBAL PUMP A MERSINO COMPANY GLOBAL BLACK HD SUCTION HOSE Application: Water suction and discharge in industrial and in industrial and construction services. Tube: Natural and synthetic rubber Reinforcement: High tensile synthetic textile and steel helix wire Cover: Abrasion and weather resistant synthetic rubber. Temperature: -227 to 1857 Branding: Hd 150 PSI MAX ID OD WP BURST BEND WEIGHT RADIUS IN IN PSI PSI IN LBS/FT 1.5 1.89 150 450 5 0.73 2 2.44'" 150 450 7 1.2 3 3.50 150 450 12 1.9 4 4.53 150 450 17 2.6 6 6.61 150 450 27 4.9 8 8.86 150 450 43 7.2 10 10.98 150 450 59 12.2 95 c 150 450L P75 OGLOBAL PUMP GLOBAL PUMP 10162 East Coldwater Road, Davison, MI 48423 Tel: 810.653.4828 Fax: 810.658.0632 1.866.360.PUMP www.globalpump.com 2019 Global Pump Specifications refleu model pit lured,and are sublet t to revision xa ithout notice Global Pump is not liable for am consequential.nu idental or indirect damages relating to diese spec ifit ations. TM ZGLOBAL PUi 4P GALVANIZED PIPE 4Inch 61nch 81nch 10 Inch 12 Inch Nominal O.D. 4.25 6' 8" 10" 12" TDH Suction Lift+ Wall Thickness .059"/1.5mm .059"/1.5mm .059"/1.5mm .079"/2.Omm .079"/2.Omm Vertical Discharge Max W.P.PSI 175 175 175 88 88 Head +Friction Loss Vacuum Rating(Hg) 29 29 29 29 29 Weight(Ibs.) 1 Bar- 14.5038 PSI 3 Feet 28 43 1 mm= .03937 inches 6Feet 21 35 52 10 Feet 33 55 78 95 173 1 m- 3.28084 feet 15Feet 165 225 1 kg- 2.204621bs. 20Feet 60 93 128 209 278 Articulation Angle 30' 30' 30' 15" 15° Specifications subject tochangewithout notice t-neCI( valve usea In rsypass system Ratings/Construction PRESSURE RATINGS MATERIALS OF CONSTRUCTION MAXIMUM PRESSURE RATINGS* COMPONENT STANDARD OPTIONAL SIZE RANGE CWP Body Ductile Iron ASTM A351, in CONNECTION prig 2"- 24" ASTM A536, CF8M 316 SS (MM) (Bar) (50-600 mm) Grade 65-45-12 3"-12" (80-300 mm) 2"- 24" ANSI Class 125 250 Body Ductile Iron Cast Iron (50-600 mm) Ductile Iron (17.2) 30"- 48" ASTM A536, ASTM A126, Class B 30"- 48" ANSI Class 125 150 (800-1200 mm) Grade 65-45-12 (800-1200 mm) Cast Iron (10.3) Buna-N w/Alloy Steel EPDM, Hypalon, 30"- 48" ANSI Class 125 250 Disc & Nylon Viton (800-1200 mm) Ductile Iron (17.2) Reinforcement *For Critical Low Pressure Applications, such as gravity Coatings Fusion Bonded Epoxy Rubber Lining, flow and digester gas, low-durometer (soft rubber) (Int/Ext) Glass Lining discs are available. Consult Factory. Mechanical Indicator 17-4 Stainless Steel, (Optional) Lead-Free Bronze Backf low T304 Stainless Steel, Actuator Lead-Free Bronze (Optional) AWWA Note: If the purchaser specifies a wetted Oil Cushion component that was not tested and certified to 6" and larger 17-4 Stainless Steel, NSF/ANSI 61, the certification may not be valid. (Optional) Lead-Free Bronze rJeadloss Swing-Flex® CUBIC METERS PER HOUR 0 0 0 0 0 000 00 0 0 0 0 00 000 0 0 0 0 0 0 0 000 0 0 0 0 0 000 0 o q q q qoq o 0 Q 101�eD N (7 Q N 101 W N Ih Q 101 W N t+f O 101W N vz" 4" ; B" � 1.12" 16" 20" 30" 4 10 2" 3" 16-1 101 W 118" 24' 36- 3 8 W 7 - L 8 F 2 r J VELo01�, . Q4 - - - f- -_I-� - i L 3 JJiJu� W 2 v 'r/`lil—� GC9 F F. 5 W Q^2. vELOCI Y a 4 L W �� VEL0�/1Y - O L , - 3 Z 8 N 7 - - .2 fY N s W N 4 CWC O 3 - 1 C Q .08 � 4 FE VELOCI .07 ITY: -.05 - 04 1 03 N oQ o00 0 0 0 0 0000 0 0 0 0 0000 0 0 0 0 0 000 0 �i lOnm o 0 0 0 00o0 $ o 0 0 0000 0 0 0 0 000o 0 N M Q N10 Ism O O O OOoO O O o 0 OOOo O oo. N t/ Q 10 10 l�rp O N t+OI Q U 100 On O FLOW OF WATER IN GALLONS PER MINUTE Flow Coefficients Size 2 2 f4l 3 1 4 6 1 8 1 10 1 12 1 14 1 16 1 18 1 20 1 24 30 1 36 42 48 4 CV 95 155 225 440 1040 1900 3050 4600 6600 8700 11,200 14,200 21,000 33,500 50,000 68,000 88,800 IA Global Messenger box will be provided at the 46 �'suction manhole and will function as a high-level alarm.The Global Messenger will be LOBAL powered by the 12 volt battery on the pump. A MERSINO COMPANY The Global Messenger will have an individial GLOBAL set of floats which will notify the selected recipients that sewage has reached levels which may require attention. MESSENGER Mersino Mersino Lindsey Consturction Lindsey Construction Construction Manager(Carollo) Operator The Global Messenger is an integrated remote telemetry hardware device that allows customers to collect and track multiple types of information about their Global Pump, including machine location,service usage hours and health and productivity information. Designed specifically as an integrated telemetry and alarm notification system,the Global Messenger works seamlessly with electronic engine controllers,ECUs and other devices that support CANbus communications.The Global Messenger gathers data from a machine's on-board system and transmits it wirelessly to the network operations center,providing you critical information on your machinery in near real-time.As diagnostic messages are generated from the pump unit,the Global Messenger is capable of notifying these occurrences, right when they happen,with location,date and time. f By providing remote access to machine information owners can now manage their field equipment assets more effectively.The results are improved fuel efficiency, lower operating costs and a better return on investment. FEATURES KEY HIGHLIGHTS Display 11939 fault codes/PGNs in plain text *Start,stop,&variable speed control with acknowledgment Diagnose/troubleshoot engine or equipment problems of the commands. Compact, rugged,weatherproof design -Read and transmit customer flow meters,auxiliary fuel tank Simple plug-and-play installation levels, pit levels,suction&discharge gauge reading,and Works with any brand diesel engine engine functions. Customizable -Customizable alarms to cell phone via text, e-mail,or phone Affordable web based virtual real time monitoring and GPS call. tracking service Supports serial communication *Monitor auto operations of the machines. Optional embedded wireless telemetry *Generate reports on a scheduled basis. -Track the equipment location and usage. -Programmable auto-exercise of engine. GLOBAL PUMP 10162 East Coldwater Road, Davison, MI 48423 Tel: 810.653.4828 Fax: 810.658.0632 1.866.360.PUMP www.globaipump.com 2020 Global Pa.mp Spec iticauon�relle�t model pictured,and are subject to revision without notice.Globel Punip is not liable for any consequential,incidental or indirect daniages relating to these specifications i LOBAL PUMP A MERSINO COMPANY MECHANICAL FLOAT SWITCH Designed for accurate liquid level control in nearly any applica-lion, including potable water, industrial,sewage and wastewater environments. The float switch can be utilized to signify specific water levels or for direct alarm actuation. The durable outer shell and foam filled interior provide for leak-proof operation and tremendous impact resistance. SWITCH VARIATIONS Normally Open(N/O)—Green Float The contacts are open(or off)in the hanging position. As the float rises 1"(5")above horizontal,the contacts become closed and actuate(turn on)the switch.This float is generally used in pump down applications. Normally Closed(N/C)—Green/Red Float The contacts are closed (or on)in the hanging position.As the float rises 1"(5°)above horizontal,the contacts become open 1919 and actuate(turn off)the switch.This float is generally used in o d pump up applications. FLOAT WEIGHT MIN (OPTIONAL) Single Pole,Double Throw(SPDT)-Green/Blue Float 4 0 6MAX A variation of the N/0 and N/C,this float switch can be wired as either(but not both)a normally open or normally closed } switch based on the user's need. 7 o SWITCH SPECIFICATIONS 0 4'A Mechanical Float Switches are designed to operate under the following parameters. Min Temp:32°F Max Temp: 170° 33A Electrical Rating: 10 amp-120 VAC,S amp-240 VAC Actuation ALARM Point: 1"Above/Below Horizontal LIGHT RM FLOAT SPECIFICATIONS LINE Durable polypropylene material construction.Solid VOLTAGE AUDIBLE polyurethane foam interior. Leak proof,shock proof, and ALARM impact resistant. Resistant to sewage and wastewater applications. HIGH WATER ALARM (NORMALOPENFLOAT) CORD WEIGHT Zinc plated cast iron(1.22 Ibs.). Split weight design allows for easy adjustment. Design allows for secure and permanent attachment to cord. GLOBAL PUMP GLOBAL PUMP 10162 East Coldwater Road, Davison, MI 48423 Tel: 810.653.4828 Fax: 810.658.0632 1.866.360.PUMP www.globalpump.com 2016 Global Pump Specificallonc reflect mode)piuured,and are sublecl to revision withoul notice.Global Pump is not liable for anv consequential,incidental or indirect damages teldting to these Specifications LOBAL PUMP A MERSINO COMPANY GLOBAL SOUNDGUARD Global Pump SoundGuardTm enclosures are ideally suited for operations in residential and other areas where noise reduction is an important consideration. rep ■r�r si ::ia Made of 12-gauge galvannealed-steel(or optional stainless Ralf ■�✓Q✓d� 110 +� steel),double-sided galvanized sheet panels are insulated I pF�` with a 1.00"thick acoustical foam barrier fire retardant composite to reduce noise level to no more than 68 dBa at 30' (9 m).Custom dBa levels are available to meet design requirements. Designed for upward exhaust of combustion gases and cooling air. Panels are removable for maintenance and repair. Panel doors,with locks, provide easy access to the pump, engine, priming system and controls for routine servicing, lubrication and fueling. FEATURES OPTIONS Global Pump's SoundGuard pumps provide an economic, DOT approved highway trailer with front and rear jacks, fenders mechanically accessible,and dependable quiet pumping solution and lights is an available option Available in all model offerings. Standard units reduce noise emissions to no more than 68 Hose racks,accessory containers and other custom features are dBa at 30' (9 m) available options Large, lockable doors provide easy access to the interiorfor Global Pump's innovative environmental box captures operational controls,routine service and fueling venturi blow by,separates and silences the air exhaust and returns liquid to the pump suction The entire enclosure, its individual panels and all doors are removable to allow complete access during maintenance or major overhauls DIMENSIONS 4GST/4GHT(SAE Mount) 44"X 84.50" 4GST/4GHT 44"X 110"'' r 6GST/6GHT/8GST(SAE Mount) 56"X 112.50" 6GST 44"X 124.50" 8GST/8GHT 60"X 140.50" 12GST 60"X 161.50" GLOBA PUMP 46G LOBA L PUMP 10162 East Coldwater Road, Davison, Ml 48423 Tel: 810.653.4828 Fax: 810.658.0632 1.866.360.PUMP www.globalpump.com s•2022 Global Pump 1—. :1:...:---. - - ..... .,.-I.... A i LOBAL PUMP A MERSINO COMPANY 6GST GLOBAL STANDARD TRASH Global Pump'Standard Trash pumps are specifically designed •°' to effectively handle a wide range of liquids from water to sewage and sludge that can contain solids and other material. Global Pump Standard Trash pumps provide a dependable, highly efficient solution.The model 6GST is capable of achieving maximum flows of 3,000 gpm (681 mi/h)and maximum total head of 202'(61.6 m)while handling solids up " - to 3" (76.2 mm)in diameter. The standard 6GST is powered by a water-cooled,4-cylinder diesel engine.Alternative drives are available including natural gas as well as electric motors. FEATURES OPTIONS Global Pump's rugged, heavy duty pumps are engineered Available with a variety of priming systems, including Global's specifically for portable application Auto Prime' automatic priming system (compressor-fed venturi priming)or a diaphragm priming system Non-return valve uses only a single moving part to allow full Mechanical seal with glycol(biodegradable optional)quench flow with minimal restriction allows the pump to start and run dry Standard engine control panel provides preset emergency Global Pump's environmental box separates and silences shutdown protection and allows the addition of automatic air exhaust and returns liquid to the pump suction. level control Fully guarded coupling Fuel cubes for extended run times and/or remote location as required Pump casings are hydrostatically tested to 50 psig(345 kPa) Sound attenuated enclosure options above the peak casing design pressure Highway trailer with integral fuel cell/chassis,lights,fenders, Skid-mounted formats with tie downs,lifting bail,and fork tie downs,lifting bail,front and rear jacks.Trailer brakes can be pockets offered as required Hose racks,accessory containers and other custom features available as required Wide range of suction and discharge fittings including Global Pump's own"QD"Quick Disconnect fittings and accessories 6GST GLOBAL STANDARD TRASH - SPECIFICATIONS ikkii - Connections 6"(150 mm)ANSI Flanges Max Pump Speed 2,200 rpm Max Flow 3,000 gpm (681 m3/h) —1— —_ Max Head 202'(61,6 m) Max Static Priming Lift 28'(8.5 m) Temperature Limit 160°F(70°C) -� - - Solids Handling Capability 3"(76.2 mm) Max Casing Pressure 125 psig(862 kPa) Fuel Cell 109 gallons(413 liters) Dry Weight 4,500 Ibs PUMP MATERIAL 1 Casing Cast Iron(CD4MCu is an option) r# Impeller Cast Iron(CD4MCu is an option) 0 'o Bearing Housing Cast Iron Bearing Lubrication Grease I Shaft/Shaft Sleeve Steel/FNC Treated Steel — Seal Silicon Carbide on Silicon Carbide •� - - Chassis/Fuel Cell Steel Non-Return Valve Nitrile Fitted Cast Iron us 0 25 50 75 100 125 150 175 200 50 1 0 110 2 0 210 3Q0 3�0 4 0 410 5 510 6 0 7 2200 rpm L 200 60 2100 rpm 35 2000 rpm 47689 50 150 1900 rpm 6.8 1800 rpm 80 2 x ao e 1100 rpm a m a m IWo rpm 76.4 = x 100 - — -- 30 35 6GST 63. 68.4 80.2 20 50 76A 68.4 10 100 O 50 g 50 x 0 O a 0 250 588 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 0 US glom OGLOBAL PUMP" GLOBAL PUMP 10162 East Coldwater Road, Davison, MI 48423 Tel: 810.653.4828 Fax: 810.658.0632 1.866.360.PUMP www.globalpump.com 2019 Global Pump Specifications reflect model pictured,and are subject to revision without notice.Global Pump is not liable for any consequential,incidental or indirect damages relating to these specifications I/s 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 m'/hr 50 100 150 200 250 300 350 400 450 540 550 I 1 ! ! I ! 1 I 1 I I I �. ! -- 2200:rpm—i---' L Bypass for 30 qTra 175— j 1 2000 rPm-=---: --=- -•- - -1 -- - ! 50 _} ! i --T--i-;- ; -r--f--, --4- - F I aw-R a t o•1 , 1800 rpm t 4--F- - 1- r - -I�T - -I f- - -- -j - 125 - - -- it _ - m 1600 rpm -1 -. _,- - 100 - -1--� 1_ 1400 rpm75 it — _; I-L 25 250 500 750 1000 1250 1500 17501 2000 2250 2500 5025 I - a z - I - 0 i 250 500 750 1000 1250 1500 1750 2000 2250 2500 100 I IL - -`-- r -- 0 -t i-r-- ----i--i --, --,- -----i- i-- -- i-i- -i----i 250 500 750 1000 1250 1500 1750 2000 2250 2500 US gpm Company:GLOBAL PUMP GLOBAL PUMP Size:6GST 4,31 Name:2014 CATALOG CURVE Catalog:Global Pump,Vers 1 Speed: 1400-2200 rpm TRASH-2200 Dia:22 Curve:H500127-2 Impeller:000462 Approximate Float Elevations For Suction Manhole Bypass For 30"SS Influent From Craigmont LS Suction MH:MH Upstream of MH 3 High Level Alarm Float 16'3"Deep Secondary Pump Float Primary Pump Float t 30"Line High Level Alarm.Turns on at 11'below,rim Secondary Pump:Turns on at 12 below rim Primary Pump.Turns on at 13.75'below rim *Actual float level will be set to ensure proper pump operation Goose Creek Lift Station Rehabilitation Bypass for 30" SS influent from Craigmont lift station • Duty Point: 1,236 gpm @ 41.1952 TDH • Suction Loss: 21.7891 feet including static suction head and friction loss from suction hose Static suction lift of 16 feet 5.7891 feet of friction loss from suction line loss • Discharge Loss: 19.4061 feet including discharge hose/piping and all associated valves and fittings 30 feet of 6-inch HD suction hose, 330 feet of 8-inch quick-connect pipe Total Dynamic Head (TDH):41.1952feet 21.7891'+19.4061'=41.1952' *NOTE: Above TDH calculations have been derived using the Hazen-Williams equation Bypass System Will Open Discharge Into Wet Well Note:This Drawing Is Not Tc Actual Layout Of Bypass Wil Field Determined.Actual By >t Layout Will Not Be Setup In Residence Backyards Or Pr( t All Bypass Piping Will Be Pla Apprpbrinyte Layout Of Along The Inside Edge OfTf ❑sxhargL-Oiping Construction Fence. [ t - 8'Qulck-Conne.[I Pipe I i 4V HD Suction Hose G"HD S Bypas° For 30"SS Influent r- ireii•an Mole{rom Crigrn int I-S `, (is Ogprorraroca[i [Sucii on on wPdannnie G°Check Valve i