Transmission System Evaluation. For Additional Capacity. In a Coastal Wastewater Collection System
|
|
- Mariah Shepherd
- 5 years ago
- Views:
Transcription
1 Transmission System Evaluation For Additional Capacity In a Coastal Wastewater Collection System North Carolina AWWA-WEA 96 th Annual Conference November 14, HDR, Inc., all rights reserved.
2 Project Background System Evaluation Alternatives Evaluation Recommended Alternative
3 PROJECT BACKGROUND
4 BACKGROUND: WASTEWATER SYSTEM CAPACITY EXPANSION GOALS AND OBJECTIVES Southport requested capacity in the West Brunswick Wastewater Collection System o 0.75 MGD o MGD Peaked Identify and recommend the most cost-effective solution to utilize the Brunswick County System o Transmission Main o Wastewater Treatment o Effluent Disposal
5 BACKGROUND: TRANSMISSION SYSTEM BACKGROUND Transmission System is Young o Evaluated system was placed in service in 2006 Manifolded System o 15 Pump Stations Connected to Transmission Main Transmission Main Lengths 86,500 lf (NC 211) 60,000lf (Oak Island FM) Elevations are Relatively Flat Force Main Elevation varies from 0 60 ft MSL
6 BACKGROUND: PROJECT AREA DOT PROJECT AREA
7 SYSTEM EVALUATION
8 SYSTEM EVALUATION: Modeled System o Sewer CAD o Steady State Vs. Dynamic Model All On Only 1 Pump On o Establish Baseline Conditions Sandy Lane (Southport) Pump Station Off o Recorded Operating Characteristics Flow Rates Velocities Pressures Pump Station Operation Status
9 SYSTEM EVALUATION: ALTERNATIVES EVALUATION Develop transmission system improvement alternatives o Meet Established Background Conditions (System minus Sandy Lane Pump Station) o Meet County s Operating Criteria County Operating Condition Criteria o Pressure < 100 psi o Velocities 2 < 5 ft/s
10 SYSTEM EVALUATION: Excerpt from Evaluation Spreadsheet: Existing System Analysis Pump Characteristics Existing System Analysis Pump Station Shutoff Head (ft) Design Condition Flow (gpm) Pump Head (ft) Station St. James Main ft TDH Winding River Main ft TDH Palmetto Creek Supply Stone Chimney Rd ft TDH Mill Creek Cove Southport-Supply Rd ft TDH or Avalon gpm (1) 661 (2) Olde Georgetowne ft TDH Stonebridge St. James # gpm River Sea # gpm /Midway gpm Sandy Lane gpm N/A N/A N/A Rivermist gpm (1) 594 (2) 987 (Both) Seawatch gpm
11 SYSTEM EVALUATION: BASELINE CONDITIONS
12 SYSTEM EVALUATION: EXISTING CONDITIONS
13 ALTERNATIVES EVALUATION
14 TRANSMISSION MAIN ALTERNATIVES 1. Parallel 12-Inch Force Main 2. Parallel 12-Inch with 20-Inch Upsize 3. Re-Pump Stations Along Existing Force Main 4. Re-Pump Stations/Parallel 12 inch FM 5. Connection to Oak Island Force Main
15 PARALLEL LINE EVALUATION 24-INCH LINE
16 PARALLEL LINE EVALUATION 20-INCH LINE
17 PARALLEL LINE EVALUATION 16-INCH LINE
18 PARALLEL LINE EVALUATION 12-INCH LINE
19 PARALLEL LINE EVALUATION BASELINE CONDITIONS
20 ALT 1 PARALLEL FORCE MAIN EVALUATION SUMMARY Evaluated Multiple Force Main Diameters Selected Smallest Diameter that Met Existing Conditions and County Operating Criteria Easements Required Along Entire Route
21 TRANSMISSION MAIN ALTERNATIVES 1. Parallel 12-Inch Line Force Main 2. Parallel 12-Inch with Upsize with 20-Inch Upsize 3. Re-Pump Stations Along Along Existing Force Existing MainFM 4. Re-Pump Re-Pump Stations/Parallel Staton Parallel 12 inch FM FM 5. Connection Connection to to Oak Oak Island Island Force FM Main Parallel 12-in FM Upsize to 20-in FM
22 ALT 2 PARALLEL FORCE MAIN AND UPSIZE FM EVALUATION SUMMARY Evaluated Multiple Force Main Diameters Included Upsizing Existing 16-in Force Main in DOT Project Area in lieu of Parallel Force Main Selected Smallest Diameter that Met Existing Conditions and County Operating Criteria Easements Required for Parallel Force Main
23 TRANSMISSION MAIN ALTERNATIVES 1. Parallel 12-Inch Line Force Main 2. Parallel 12-Inch with Upsize with 20-Inch Upsize 3. Re-Pump Stations Along Along Existing Force Existing MainFM 4. Re-Pump Re-Pump Stations/Parallel Staton Parallel 12 inch FM FM 5. Connection Connection to to Oak Oak Island Island Force FM Main Proposed Re-Pump Station 1 Proposed Re-Pump Station 2 (Would Replace Old Georgetown PS)
24 ALT 3 RE-PUMPING STATIONS EVALUATION SUMMARY First Looked at only adding 1 Re-Pump Station Looked for Existing Pump Stations to Upgrade o Minimize Property/Easement Costs o Minimize Additional O&M Costs o Look at model outputs of increasing pressure conditions Selected 1 New PS Location and 1 PS Upgrade Location Sited PS s in an Attempt to Meet Existing Conditions and County Operating Criteria o No PS site scenarios could meet the evaluation criteria
25 TRANSMISSION MAIN ALTERNATIVES 1. Parallel 12-Inch Line Force Main 2. Parallel 12-Inch with Upsize with 20-Inch Upsize 3. Re-Pump Stations Along Along Existing Force Existing MainFM 4. Re-Pump Re-Pump Stations/Parallel Staton Parallel 12 inch FM FM 5. Connection Connection to to Oak Oak Island Island Force FM Main Parallel 12-in FM Proposed Re-Pump Station 1 Proposed Re-Pump Station 2 (Would Replace Old Georgetown PS)
26 ALT 4 RE-PUMPING STATIONS AND PARALLEL FORCE MAIN EVALUATION SUMMARY Extension of Alternative 3 with Addition of Parallel Force Main to Meet Evaluation Criteria First Looked at only adding 1 Re-Pump Station Looked for Existing Pump Stations to Upgrade o Minimize Property Costs o Minimize Additional O&M Costs Selected 1 New PS Location and 1 PS Upgrade Location Evaluated Multiple Force Main Diameters to Determine Smallest to Meet Evaluation Criteria Sited PS s to Meet Existing Conditions and County Operating Criteria Parallel Force Main Requires Easement
27 TRANSMISSION MAIN ALTERNATIVES 1. Parallel 12-Inch Force Main 2. Parallel 12-Inch with 20-Inch Upsize 3. Re-Pump Stations Along Existing Force Main 4. Re-Pump Stations/Parallel 12 inch FM 5. Connection to Oak Island Force Main Flow Also Routed Through Oak Island FM Parallel 12-in FM Upsize to 20-in FM Connect to Oak Island FM
28 ALT 5 CONNECTION TO OAK ISLAND FORCE MAIN EVALUATION SUMMARY Modeled Existing Oak Island Force Main Modeled Connected Force Mains to Determine Potential Capacity Evaluated Multiple Force Main Diameters in Force Main to Meet Evaluation Criteria o Minimize Additional Force Main o Minimize Easement Costs
29 ALTERNATIVES EVALUATION SUMMARY Alternative Meets Design Pressure Requirement (<100 psi) Highest Pressure Modeled (psi) Meets Velocity Requirements (>2 fps, <5fps) Highest Observed Velocity (fps) Pump Stations where System Pressures Exceed Shut Off Head Cost Estimate Existing No 111 No N/A 1 Yes 99.5 Yes $8,510,000 2 Yes 87.4 Yes $7,740,000 3 Yes 100 No $2,660,000 4 Yes 90 Yes $8,990,000 5 Yes 98.7 Yes $2,850,000
30 RECOMMENDED ALTERNATIVE
31 INFLUENT TRANSMISSION KEY FINDINGS Utilizing available capacity in Oak Island FM reduces easement acquisition and new pipe installation costs Capacity used in Oak Island Force Main matches requested flow from Southport Transmission Alternatives Cost Opinion No Transmission Alternative Cost 1 Parallel 12-Inch FM $ 8.51 M 2 Parallel 12-Inch FM and Upsize in DOT Project Area $ 7.74 M 3 Re-Pump Stations 1 $ 2.65 M 4 Re-Pump Stations and Parallel FM $ 8.99 M 5 Oak Island FM Connection $ 2.85 M 1 Does not meet Brunswick County Minimum Operating Requirements
32 RECOMMENDED TRANSMISSION IMPROVEMENTS Connection Parallel Line to Oak Island Force Main o Upsize Existing 16-in Force Main to 20-in Force Main from St. James to the end of Parallel with Upsize Re-Pump the NC DOT Stations Project Area Along Existing FM o Interconnect Oak Island FM to 12-in Parallel Force Main and Existing FM on NC 211 Re-Pump Staton Parallel FM Connection to Oak Island FM Flow Also Routed Through Oak Island FM Parallel 12-in FM Upsize to 20-in FM Connect to Oak Island FM
33 QUESTIONS Randy Plummer, PE
ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached).
ACSA PLAN REVIEW CHECKLIST (Guideline Only) Revised: December 3, 2015 General (1) Proper Title (2) Vicinity map on first sheet. (3) Date and latest plan revision. (4) Standard water and sewer general plan
More informationCrow Wing County Mound Design
Property Owner: Date: Mailing Address: City: State: Zip: Home Phone Number: - - Cell: - - Site Address: City: State: Zip: Driving directions if no address issued: Legal Description: Sec: Twp: Range: Township
More informationHomework #3 Water Distribution Pipe Systems
Page 1 of 7 CEE 371 Fall 009 Homework #3 Water istribution Pipe Systems 1. For the pipe system shown below (Figure 1), determine the length of a single equivalent pipe that has a diameter of 8 inches.
More informationACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS
ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS Detailed construction drawings for system extensions shall be prepared for approval with a submittal to the Authority. All construction
More informationBRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006
Project Name: BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006 Phase: Unit: # Lots: Development Type (residential, commercial, industrial, etc.) Braselton Project No.
More information10010 RECORD DRAWING INFORMATION
SECTION 10000 RECORD DRAWING CHECK LIST All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes, shall submit to the Town of Cary Engineering
More informationWATER & SEWER CONSTRUCTION SITE PLAN DESIGN SUMMARY COMMERCIAL & RESIDENTIAL
WATER & SEWER CONSTRUCTION SITE PLAN DESIGN SUMMARY COMMERCIAL & RESIDENTIAL This summary is not all inclusive of the requirements set forth by the York County Planning & Development Services, York County
More informationADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS AND SPECIFICATIONS DATED JULY 2017 FLORIDA GOVERNMENTAL UTILITY AUTHORITY PROJECT NO.
ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS AND SPECIFICATIONS DATED JULY 2017 FLORIDA GOVERNMENTAL UTILITY AUTHORITY PROJECT NO. PS 061 SEVEN SPRINGS WASTEWATER TREATMENT FACILITY IMPROVEMENTS PASCO COUNTY,
More informationCITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
More informationAssessment of Sheppard's Mill 1075 Billy Moorehead Road Sandy Ridge, North Carolina Stokes County
Assessment of Sheppard's Mill 1075 Billy Moorehead Road Sandy Ridge, North Carolina Stokes County John N. Lovett, Jr., Ph.D., P.E. (Retired) Falls Mill and Museum 134 Falls Mill Road Belvidere, TN 37306
More informationAPPENDIX I FLOODPLAIN ANALYSIS
APPENDIX I FLOODPLAIN ANALYSIS TECHNICAL MEMORANDUM Date: June 11, 2014 To: Bibiana Alvarez and Ryan Lee Sawyer, Analytical Environmental Services From: Melanie Carr, MS, PE, Tarick Abu- Aly, MS, PE, Rafael
More informationCS3 represents manufacturers of products for use in the municipal waterworks industry.
Brian Drexel & Rob Grier WWW.CS3WATERWORKS.COM Established in 2000, CS3 Waterworks is a Florida Based company with offices in Orange Springs Florida and Savannah Georgia. CS3 represents manufacturers of
More informationPresented by: Brent Bode, P.E., Tetra Tech, Inc. Low Energy, Non Shear WAS Thickening Alternatives and Design for Grand Rapids, MI WWTP
Presented by: Brent Bode, P.E., Tetra Tech, Inc. Low Energy, Non Shear WAS Thickening Alternatives and Design for Grand Rapids, MI WWTP PRESENTATION AGENDA Project Background and Goals for GR WWTP WAS
More informationPiloting for Evaluation of Innovative Residuals Dewatering Technologies. Presented By: Jay Surti, PE, Northeast Residuals Practice Lead
Piloting for Evaluation of Innovative Residuals Dewatering Technologies Presented By: Jay Surti, PE, Northeast Residuals Practice Lead Agenda Operational overview Existing process Dewatering technologies
More informationMercury Minimization Plan City of Otsego
Mercury Minimization Plan City of Otsego Updated January 2018 Otsego East WWTF MN0064190 Otsego West WWTF MN0066257 The City of Otsego has implemented a Mercury Minimization Program. The program is intended
More informationGrease Interceptor Design Checklist
CHECKLIST C2 Revised 5/2/2016 Grease Interceptor Design Checklist Public Works DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private
More informationJoint Evaluation Report
0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-2909 Reissued 09/2017 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:
More informationPublic Works City of Lebanon, Tennessee; Department of Public Works
SECTION 1 GENERAL 1. DEFINITIONS Public Works City of Lebanon, Tennessee; Department of Public Works City City of Lebanon, Wilson County, Tennessee City Engineer Employed by the City of Lebanon, Registered
More informationCHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE
CHARLES COUNTY GOVERNMENT Department of Fiscal and Administrative Services Purchasing Division Telephone: 301-645-0656 August 30, 2016 ITB NO. 17-07 ST. MARK S PUMP STATION UPGRADE ADDENDUM NUMBER THREE
More informationWater Circulation Pumps & Circulators PERFORMANCE CURVES. CI Pumps. FI Pumps. Taco Curve Book B
Water Circulation Pumps & Circulators PERFORMANCE CURVES FI Pumps CI Pumps Taco Curve Book 300-2.5B Effective April 27, 2017 (Supersedes March 31, 2012 CAPACITY IN LITERS/SEC FLOW IN GALLONS PER MINUTE
More informationAnne Arundel County Dept. of Inspections and Permits Water Sewer Plan Checklist
Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated
More informationZoning District: R-1, R-2, and R-4 Applicant: Exeter Rose Farm, LLC, 953 Islington Street #23D Portsmouth, NH 03801
2220.00, Town Planner Town Planning Office, Town of Exeter 10 Front Street Exeter, NH 03833 Re: Exeter Rose Farm Subdivision Design Review Engineering Services Exeter, New Hampshire Site Information: Tax
More informationMOCCASIN THIRD PENSTOCK ADDITION: INCREASING POWER BY REDUCING HEADLOSSES
MOCCASIN THIRD PENSTOCK ADDITION: INCREASING POWER BY REDUCING HEADLOSSES By Matthew Gass, Hetch Hetchy Water and Power, Moccasin, California, USA; Mark A. Hammer and David P. Thompson, Harza Engineering
More informationElectromagnetic Flow Transmitter
Electromagnetic Flow Transmitter Sensor in solid state technology Working as a transmitter and/or as an On/Off controller Automatic-calibration of full scale: Teach-In Clean in place (CIP) Type can be
More informationTOWN of LAKESHORE SITE PLAN CHECKLIST
TOWN of LAKESHORE SITE PLAN CHECKLIST Last Revised December 17, 2009 Project Name: Project Location: Date Submitted: Name Phone Number E-mail Address Owner: Contractor/ Engineer: ( ) ( ) Applicant: ( )
More informationPlan Review and Standards
Plan Review and Standards Minnesota Rules, part 4720.0010, states that prior to the installation, alteration, or extension of any water supply infrastructure, plans and specifications must be submitted
More informationDewatering Case Study Rotary Press Versus Screw Press
Dewatering Case Study Rotary Press Versus Screw Press OWEA 2012 Annual Conference June 20, 2012 Kyle Novak, P.E. Presentation Overview Project Background Onsite Dewatering Consideration Case Study: Rotary
More informationMANHOLES PART I: GENERAL. A. Precast Concrete Manholes
MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a
More informationC. A. D. STANDARDS. Projection. NAD 1983 Rhode Island State Plane US Feet. Scale 1 = 100. Layers. Appendix H - 1
C. A. D. STANDARDS The Authority requires that all CAD drawings be submitted in accordance to the following standards. Using these standards will allow the Authority to efficiently import and attribute
More informationOnslow Water & Sewer Authority
Onslow Water & Sewer Authority REQUIREMENTS FOR SITE PLAN SUBMITTALS THAT DO NOT INCLUDE EXTENSIONS OF WATER/SEWER MAINS BY OWNERS/DEVELOPERS/CONTRACTORS February 28, 2017 (Revised) Required Items for
More informationMINUTES OF THE REGULAR BOARD MEETING OF THE BOARD OF TRUSTEES OF MAGNA WATER DISTRICT
MINUTES OF THE REGULAR BOARD MEETING OF THE BOARD OF TRUSTEES OF MAGNA WATER DISTRICT Board Meeting Minutes A regular meeting of the Board of Trustees of the Magna Water District was held Thursday,, at
More informationAPPENDIX 1: CONSTRUCTION PLAN CHECKLIST
APPENDIX 1: CONSTRUCTION PLAN CHECKLIST October 2017 APPENDIX A APPENDIX 1: CONSTRUCTION PLAN CHECKLIST ALL PLANS Plans on 24-inch by 36-inch paper (Originals shall be transmitted on a CD as an electronic
More informationLincoln County Public Works Water and Sewer Submittal Application
Lincoln County Public Works Water and Sewer Submittal Application 1. Date Submitted: Submittal Number: 2. Project Name of Project: 3. Project Address/Location: 4. Owners Name: Address: Contact Number:
More informationAPPENDIX M BIRD NESTING DATA ( )
APPENDIX M BIRD NESTING DATA (1984-2011) Final Environmental Impact Statement Village of Bald Head Island Shoreline Protection Project Brunswick County, North Carolina Date Species Number of Birds Number
More informationNOTICE OF BOARD MEETING & WORKSHOP
NOTICE OF BOARD MEETING & WORKSHOP OF THE BOARD OF DIRECTORS OF THE A MUNICIPAl WATER DISTRICT WILL BE HELD ON WEDNESDAY, NOVEMBER 5, 2014 10:00 A.M. AT THE OFFICE OF THE AGENCY 6075 KIMBALL A VENUE, BUILDING
More informationOil-Water Separator Design Checklist
CHECKLIST C3 Revised 5/2/2016 Oil-Water Separator Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private oil-water
More informationClear Creek County Site Development
Clear Creek County Annex Community Development Clear Creek County Site Development The Clear Creek Board of County Commissioners has adopted design standards for the construction of driveways. These design
More informationLegal Description & Site Plan Requirements and Layouts
Legal Description & Site Plan Requirements and Layouts Plot Plan * A plot plan shows the location of a house from an aerial view. * The site plan, also known as a plot or lot plan includes: 1. Site plan
More informationYavapai County Development Services
Yavapai County Development Services Prescott Office 1120 Commerce Dr., Prescott, AZ 86305 (928) 771-3214 Fax: (928) 771-3432 Cottonwood Office 10 S. 6 th Street, Cottonwood, AZ 86326 (928) 639-8151 Fax:
More informationSECTION III SUBMITTALS AND APPROVALS
SECTION III SUBMITTALS AND APPROVALS In order to expedite the approval process of new water distribution system and sanitary sewer collection system extensions, the Hilton Head No. 1 Public Service District
More informationCITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for
More informationOn-Site Sewage Disposal Application Packet
On-Site Sewage Disposal Application Packet This packet of materials should include all you need to begin your residential or commercial application for on-site sewage disposal: Site feasibility Installation
More informationThis addendum forms a part of the Contract Documents dated: August 10, 2012.
Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911
More informationma output signal with transmitter module. - Adjustable frequency output signal with pulse divider module
/ - ; 0 PSI Advantages / Benefits Wireless easy mounting and dismounting of sensor head by a Turn & Lock technique 3-wire Hall version to interface directly with PLC's (both NPN and PNP) Easy to connect:
More informationTim Cox, Joe Gilbert, Arcadis U.S., Inc.
SELECTION AND IMPLEMENTATION OF A POST-CLOSURE MINE DEWATERING SYSTEM CHEVRON MINING INC, QUESTA MINE, NEW MEXICO Tim Cox, Joe Gilbert, Arcadis U.S., Inc. Mine Design, Operations, and Closure Conference
More informationDewatering. Deep Wells Vacuum Wellpoints Eductor Wells Artesian Conditions System Design Water Treatment.
Dewatering Deep Wells Vacuum Wellpoints Eductor Wells Artesian Conditions System Design Water Treatment www.malcolmdrilling.com Deep Wells Vacuum Wellpoints Eductor Wells Artesian Conditions System Design
More informationPHAUCET 2012 version
PHAUCET 2012 version 8.2.20 User Manual www.uaex.edu DISCLAIMER Although the PHAUCET program has been tested by its developers, NO warranty, expressed or implied, is made as to the accuracy and functionality
More informationHUSSEY GAY BELL SAVANNAH, GEORGIA
HUSSEY GAY BELL SAVANNAH, GEORGIA ------------------------------------------------------------------------------------------------------------ ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS
More informationClarifications in italics added July 2018
SECTION 10000 RECORD DRAWING CHECKLIST Clarifications in italics added July 2018 All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes,
More informationPhD Inline Vortex. Performance Specifications Accuracy. Operating Specifications
Description The Vortex PhD vortex shedding flowmeter measures process fluid flow by detecting the frequency at which vortices are shed from an obstruction in the process fluid line (the bluff body). A
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS
SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...
More informationUltra high purity transducer, Ex na nl Models WU-20, WU-25 and WU-26
Electronic pressure measurement Ultra high purity transducer, Ex na nl Models WU-20, WU-25 and WU-26 WIKA data sheet PE 87.07 Applications Gas panels for OEM tools Semiconductor, flat panel display and
More informationIntroduction. Classifications of piping: Industrial. Residential (i.e., plumbing) Carries liquids and gases used in the manufacture of products
Plumbing Plans Introduction Classifications of piping: Industrial Carries liquids and gases used in the manufacture of products Residential (i.e., plumbing) Carries fresh water, gas, liquid, solid waste
More informationSewer Line Extension Permit Design Checklist
CHECKLIST C1 Revised 4/7/2017 Sewer Line Extension Permit Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling sewer line
More informationSECTION MANHOLES
SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard
More informationMEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C
MEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C Revised October 2007 Armtec reserves the right to alter designs. General The Armtec Sluice Gate is a quality and highly economical gate for a variety of
More informationAppendix C Construction Details
7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses
More informationFigure 11 Flange Adapter and Back-Up Ring
Flange Adapters Standard back-up rings are Standard back-up rings are convoluted ductile iron with AWWA C207 150 lb drilling. One edge of the back-up ring bore must be radiused or chamfered. This edge
More informationFARM TO MARKET 1103 OPEN HOUSE PUBLIC MEETING. FM 1103 I-35 to Rodeo Dr
FARM TO MARKET 1103 OPEN HOUSE PUBLIC MEETING March 29, 2016 FM 1103 FROM: I-35 TO: RODEO DR COMAL & GUADALUPE COUNTY OPEN HOUSE PUBLIC MEETING March 29, 2016 5:00 p.m. 7:00 p.m. Barbara C Jordan Intermediate
More informationUNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCESA / NASA UFGS-33 34 13 (April 2008) -------------------------- Preparing Activity: USACE Superseding UFGS-33 34 13 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONS References
More informationSITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS
INCORPORATED VILLAGE OF ROCKVILLE CENTRE BUILDING DEPARTMENT SITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS Presubmission - Prior to a formal submission, the applicant should meet in person with
More informationSECTION DEWATERING TANKAGE PART 1 - GENERAL 1.1 RELATED DOCUMENTS
SECTION 31 23 19 - DEWATERING TANKAGE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification
More informationCHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN
N/A Waiver (1) Four (4) copies of application form. (2) Fifteen (15) copies of plan (3) Subdivision/site plan application fee & professional review escrow deposit (4) Variance application fee & professional
More informationMulti-Set II Drop-In Anchors
CONCRETE ANCHORING SPECIALISTS Internally Threaded Heavy- Duty Anchoring Systems DESCRIPTION/SUGGESTED SPECIFICATIONS Drop-In, Shell-Type Anchors SPECIFIED FOR ANCHORAGE INTO CONCRETE Drop-In, shell-type
More informationdpd client assistance memo CAM Plot Plan Requirements Basic Plot Plan What is a Plot Plan?
dpd Seattle Department of Planning and Development formerly the Department of Design, Construction and Land Use CAM 103 client assistance memo Plot Plan Requirements November 2001 Applications for City
More informationHeat Exchanger Construction Checklist
Heat Exchanger Checklist Project: Pump tag: Building: Location: Submittal / Approvals Submittal. The above equipment and systems integral to them are complete and ready for functional testing. The checklist
More informationSECTION 2.0 PREPARATION OF MASTER PLANS, CONSTRUCTION PLANS, AND RECORD DRAWINGS
SECTION 2.0 PREPARATION OF MASTER PLANS, CONSTRUCTION PLANS, AND RECORD DRAWINGS 2.1 MASTER PLAN 2.1.1 A Master Plan for water, wastewater, and/or reclaimed water is required for all residential or commercial
More informationFully Preassembled at the factory simplifies installation on site and guarantees factory tested quality Warranty Industry leading 7 year warranty
5.25-5.85 GHz Dual Polarized Standard Performance Benefits: Fully Preassembled at the factory simplifies installation on site and guarantees factory tested quality Warranty Industry leading 7 year warranty
More informationSITRANS F flowmeters. SITRANS F System information MAGFLO electromagnetic flowmeters 4/9
Overview MAGFLO family MAGFLO electromagnetic are designed for measuring the flow of electrically conductive mediums. The patented MAGFLO Verificator guarantees accurate measurement and simple verification.
More informationCREATING A CONSISTENT ENVIRONMENT FOR MEASUREMENT
CREATING A CONSISTENT ENVIRONMENT FOR MEASUREMENT ABOUT THE ML MEASUREMENT LOOP Accurate oil/water measurement is a function of velocity. In production, insufficient or inconsistent velocity leads to inaccurate
More informationNID Regional Water Supply Project Technical Memorandum
NID Regional Water Supply Project Technical Memorandum Cross River Penstock Predesign January 2011 Prepared for Nevada Irrigation District City of Lincoln Prepared by Stantec Consulting Services Inc. 3875
More informationSubsea Boosting. November 2015 John Friedemann
Subsea Boosting John Friedemann GE Oil & Gas Land Pipelines ipigs Offshore LNG Liquefied Natural Gas Compression Trains Refinery Subsea A little History 969 OTC 94 97 SPE 463 985 OTC 7438 3 Topics Why?
More informationCape Romain National Wildlife Refuge Climate Change Impacts
Climate Change Impacts How will the Refuge be Affected by Climate Change? Salt marsh fragmentation by rapidly eroding tidal creeks Salt marsh submergence during high tide events leading to habitat conversion
More informationMJK Expert 700 / 800 / 900 / 1100 / 2100 MJK Expert 1400 / 3400
Data Sheet MJK Expert 700 / 800 / 900 / 1100 / 2100 MJK Expert 1400 / 3400 Submersible Hydrostatic s Rugged and versatile We reserve the right to continuously improve our products and make any change in
More informationMIAMI-DADE COUNTY PERFORMANCE TEST REPORT. Rendered to: FLEETWOOD WINDOWS AND DOORS Corona, California
MIAMI-DADE COUNTY PERFORMANCE TEST REPORT This report contains in its entirety: Cover Page: 1 page Report Body: 14 pages Sketch: 1 page Drawings: 5 pages Report No.: E8384.03-301-18 Rendered to: FLEETWOOD
More informationSITRANS F M MAGFLO Electromagnetic Flowmeters Explore the Siemens Solution. sitrans f
SITRANS F M MAGFLO Electromagnetic Flowmeters Explore the Siemens Solution sitrans f s Water and Wastewater MAGFLO for water processes Cost effective solution The MAG 5000 transmitter and MAG 5100 W sensor
More informationCompact Hydraulic System for Energy Savings and High Precision. POWER Meister
Compact Hydraulic System for Energy Savings and High Precision POWER Meister POWER Meister Compact Hydraulic System Superior Energy Savings High Precision AC servo motor controls rotational speed and direction
More informationElectro-Magnetic Flowmeters COPA-XE
Data Sheet Electro-Magnetic Flowmeters COPA-XE 10DX4311 Flowmeter system utilizes a smart microprocessor converter System accuracy of ± 0.5% of rate Field configurable via integral pushbuttons, eliminates
More informationMINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS
Public Works Department Water & Wastewater Services WATER & WASTEWATER ENGINEERING DIVISION 2555 West Copans Road Pompano Beach, Florida 33369 954-831-0745 FAX 954-831-0798/0925 MINIMUM DRAWING REQUIREMENTS
More informationPlan Submittal and Review Checklist
Improving quality of life today creating a better tomorrow Plan Submittal and Review Checklist Version 1.2 September 4, 2017 Contents Overview... 2 Plan Submittal Checklist... 2 Plan Review Checklist -
More informationCaroline County Public Utilities Rate Increase Effective August 1, 2018
Caroline County Public Utilities Rate Increase Effective August 1, 2018 Understanding your Water and Sewer Utility Bill Your water/sewer bill is made up of several different components, based on the type
More informationTown of Westlake Construction Plans Review Checklist
CONSTRUCTION PLANS CONTENTS All Drawings 24 x 36 Cover Sheet Final Plat Site Plan Demolition Plan Utility Plan Drainage Area Map and Calculations Paving Plan & Profile Sheets Storm Drain Plan & Profile
More informationTAS 201, TAS 202, TAS 203 and ASTM E330 PERFORMANCE TEST REPORT. Rendered to: DIAMOND DOOR PRODUCTS
Architectural Testing TAS 201, TAS 202, TAS 203 and ASTM E330 PERFORMANCE TEST REPORT Rendered to: DIAMOND DOOR PRODUCTS SERIES/MODEL: Diamond GEM 130 MPH Series PRODUCT TYPE: Out-Swing Steel Entry Door
More informationApplication for Site Plan Review
Application for Site Plan Review 3275 Central Blvd., Hudsonville, Michigan 49426-1450, 616.669.0200 fax 616.669.2330 It is STRONGLY recommended that any application that must go before the Planning Commission
More informationSchedule of Adopted Service Charge Increases
Low Graphics Version Homepage >... > Public Works Home > > New /Wastewater Rates Administration Wastewater Storm Drain Street Services Equipment Maintenance Government Buildings Engineering Capital Improvement
More informationInstructions. 1. How our DIY package works: 2. Important things to think about:
Instructions 1. How our DIY package works: a. Once you have completed the drawing drop it off at our office or email it if you have access to a scanner. Our address is: 2924 H Miners Ave, Saskatoon, Sk
More information3. The PAC (Permit Application Center) will notify the design professional of plan review results.
Planning and Development Dept. Infrastructure Division P.O. Box 11706, or 155 Johnston Street Rock Hill, South Carolina 29731-1706 Phone: 803-329-5515 FAX: 803-329-7228 www.cityofrockhill.com AS-BUILT
More informationProduct Specifications
2.6 ft ValuLine High Performance Low Profile Antenna, single polarized, 10.7 11.7 GHz CHARACTERISTICS General Specifications Antenna Type Diameter, nominal Antenna Input Polarization Feed Pressurization,
More informationLETTER OF TRANSMITTAL
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
More informationSignet ph/orp Electrodes
Signet 2724-2726 ph/orp Electrodes Compatible with ALL Signet ph/orp Instruments Features Flat Protected Bulb Patented reference design for exceptional performance* Mounts in Signet standard fittings from
More informationRESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST
RESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST The purpose of this form is to inform applicants of: 1) the requirements for building permits and stormwater permits for residential demolition projects;
More informationBasic Plan Set Requirements
Attachment Three Basic Plan Set Requirements DRAWING CATEGORY & CONTENT 35% 65%, 95% and Stamped GENERAL Cover Sheet & Sheet Inde General Legend & Vicinity Map Abbreviations & General Notes Scope of Work
More informationTransmission Facilities Rating Methodology for Florida
Document title Transmission Facilities Rating Methodology for Florida Document number EGR-TRMF-00001 Applies to: Transmission Engineering, Transmission System Operations, and Transmission Planning Duke
More informationThe Shoppes at Forney Crossings
F M 548 U.S. HWY 80 U.S. HWY 80 F M 688 F M 548 COOL SPRINGS F M 1641 F M 548 TROPHY BUGLE CALL PHESANT WHITE PORCH SPINAKER The Shoppes at Forney Crossings 18' 14'-8" 18' 15'-8 1 2 " 14' 7' 23'-0" 21'-0"
More informationSITRANS F flowmeters. SITRANS F M System information MAGFLO electromagnetic flowmeters. 4/18 Siemens FI
Function All are based on Faraday s law of induction: U M = B v d k U M = Measured voltage induced in the medium perpendicular to the magnetic field and the flow direction. The voltage is tapped at two
More informationOVER-HEIGHT FENCE/RETAINING WALL CERTIFICATION APPLICATION
OVER-HEIGHT FENCE/RETAINING WALL CERTIFICATION APPLICATION Application information below to be completed by Applicant/Agent//Owner APN PROPERTY ADDRESS PROPERTY LOCATION (if no address) APPLICANT S NAME
More informationFee: Received By: Date: Application #:
Delta County Health Department Environmental Health Division 255 W. 6 th Street Delta, Colorado 81416, Ph.970-874-2165 ON-SITE WASTEWATER TREATMENT SYSTEM APPLICATION INSTRUCTIONS 1. Please fill out the
More informationBID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM
PATTERSON AVENUE 101 Mobilization, Bonds, Insurance LS 1 $40,000.00 $40,000.00 $22,072.00 $22,072.00 102 18-Inch SDR-26 PVC Sanitary Sewer Line Installation LF 1048 $275.00 $288,200.00 $334.00 $350,032.00
More informationROCHESTER PUBLIC UTILITIES FACILITY RATINGS METHODOLOGY FOR TRANSMISSION, SUBSTATION, & GENERATION EQUIPMENT
ROCHESTER PUBLIC UTILITIES FACILITY RATINGS METHODOLOGY FOR TRANSMISSION, SUBSTATION, & GENERATION EQUIPMENT Page 1 of 8 The document describes the current methodology used for developing facility ratings
More informationPipe Product Catalog Table of Contents
Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"
More information