Appendix I. Canning River Fan Stream Data

Size: px
Start display at page:

Download "Appendix I. Canning River Fan Stream Data"

Transcription

1 Appendix I Canning River Fan Stream Data

2

3 Table 1: Available Stream Width and Bankfull Data Collected on the Canning River Fan Within 5 Miles of the Coast Stream Width (ft) Ordinary Top of Flood- Site Drainage Area Gravel in High Low Flow plain Bankfull Stream ID Location b,c (sq. mi.) Channel Water d Banks e Breaks f Width (ft) Max Depth (ft) Reference 1 West Badami Cr URS, 2003b PLX MBJ Middle Badami Cr URS, 2003b PLX MBJ East Badami Cr URS 2003b PLX MBJ "O" Creek 21 - East g f URS 2003b 21 - West g URS 2003b PLX MBJ "N" Creek URS 2003b PLX MBJ "M" Creek URS 2003b PLX MBJ No Name Drainage 1 PLX MBJ "L" Creek URS 2003b PLX MBJ "K" Creek URS 2003b PLX MBJ "J" Creek URS 2003b PLX MBJ "I" Creek URS 2003b PLX MBJ "G" Creek URS 2003b PLX MBJ "F" Creek URS 2003b PLX MBJ "D" Creek PLX MBJ

4 Table 1: Available Stream Width and Bankfull Data Collected on the Canning River Fan Within 5 Miles of the Coast Stream Width (ft) Ordinary Top of Flood- Site Drainage Area Gravel in High Low Flow plain Bankfull Stream ID Location b,c (sq. mi.) Channel Water d Banks e Breaks f Width (ft) Max Depth (ft) Reference 22 "C" Creek URS 2003b PLX MBJ Creek 23 PLX MBJ "B" Creek URS 2003b PLX MBJ "S" Creek PLX MBJ "R" Creek PLX MBJ "A" Creek PLX MBJ 1998 PLX MBJ 1998 Notes: a ExxonMobil 2009b b Based on a visual inspection of the maps contained in the referenced documents, the pipeline alignment monitored by URS (2003b) appears to be approximately the same pipeline alignment monitored by PND (2009a). c Based on a visual inspection of the maps contained in the referenced documents, the pipeline alignment monitored by Michael Baker Jr., Inc. (1998) is usually within one-half mile of the pipeline alignment monitored by PND (2009a). It is often closer to the coast. d Measurement was made at the spring peak stage. e Estimate of spring peak discharge based on extrapolation from other measurements. f The exact date of the measurement was not provided, assumption is that is was between May 27th and June 13th, the period during which field measurements were made. g This stream was measured multiple times throughout the season within 1,000 feet of the pipeline crossing. 2

5 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference 1 West Badami Cr. P June WP & PND 2010 P June PND 2009a June 3 70 URS, 2003b PLX May 29 < 2 c 459 d 8.6 d MBJ Middle Badami Cr. P June WP & PND 2010 P June PND 2009a June URS, 2003b June URS, 2003b June 8 70 URS, 2003b PLX June 29 < 2 d 358 d 10.9 d MBJ East Badami Cr. P June WP & PND 2010 P June PND 2009a June URS 2003b June e URS 2003b June URS 2003b June URS 2003b June URS 2003b July URS 2003b PLX May 29 > 5 d 276 d 6 d MBJ 1998 PLX June MBJ 1998 MP July 2 DM 1983 MP July DM 1983 MP Aug DM 1983 MP Sept DM

6 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference 4 "O" Creek P June WP & PND 2010 P June PND 2009a June URS 2003b June URS 2003b O Aug (est.) Winters 2004 PLX May 29 < 2.5 d 200 d 4.0 d MBJ 1998 PLX May MBJ "N" Creek P June WP & PND 2010 P June PND 2009a June e URS 2003b June URS 2003b June URS 2003b June URS 2003b June URS 2003b PLX May e 5.8 e MBJ 1998 PLX June MBJ "M" Creek P June WP & PND 2010 P June PND 2009a June g URS 2003b June g URS 2003b June 6 >100 URS 2003b June URS 2003b June e URS 2003b June 8 60 URS 2003b June URS 2003b June URS 2003b 4

7 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference July URS 2003b PLX May d 5.2 d MBJ 1998 PLX June MBJ No Name Drainage 1 PLX MBJ 1998 PLX May d 1.6 d MBJ 1998 PLX June MBJ "L" Creek P June WP & PND 2010 P e e PND 2009a June URS 2003b June 8 90 URS 2003b L Aug 7 1 (est.) Winters 2004 PLX May 29 > 5 d 290 d 5.3 d MBJ 1998 PLX May 30 ~600 ~3.9 ~97 ~ MBJ 1998 MP July DM 1983 MP Aug DM 1983 MP Sept DM "K" Creek P June WP & PND 2010 P June PND 2009a June 8 70 URS 2003b PLX May 29 > 3 d ~440 d 5.2 d MBJ 1998 PLX June MBJ "J" Creek P June WP & PND 2010 P f f PND 2009a June 8 50 URS 2003b J Aug (est.) Winters 2004 PLX May 29 > 1 d ~304 d 4.2 d MBJ

8 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference PLX June MBJ "I" Creek P June WP & PND 2010 P e e PND 2009a June 6 >1000 URS 2003b June URS 2003b PLX May 29 > 3 d 202 d 5.9 d MBJ 1998 PLX June MBJ "H" Creek H Aug (est.) Winters "G" Creek P June WP & PND 2010 P f f PND 2009a June URS 2003b 2003 June 8 50 URS 2003b G Aug 3 2 (est.) Winters 2004 PLX May 29 > 3.5 d 243 d 6.6 d MBJ 1998 PLX June MBJ "F" Creek P June WP & PND 2010 P f f PND 2009a June 6 80 URS 2003b June 8 50 URS 2003b F Aug 3 1 (est.) Winters 2004 PLX May 29 > 5.0 d 101 c 3.2 d MBJ 1998 PLX May ~ ~ 2.6 MBJ a Creek 18a R June WP & PND 2010 R f f PND 2009a 18b "E" Creek R June WP & PND

9 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference R June PND 2009a 21 "D" Creek R June WP & PND 2010 R June PND 2009a 22 "C" Creek R June WP & PND 2010 P PND 2009a June URS 2003b June 8 90 URS 2003b June 11 URS 2003b PLX MBJ 1998 PLX May 29 < 2.5 d ~ 204 d 5.5 d MBJ 1998 PLX May MBJ 1998 R June PND 2009a 23 Creek 23 R June WP & PND 2010 P f f PND 2009a PLX May 29 < 2.5 d 60 d 2.0 d MBJ "B" Creek Gravel Mine Recharge Channel June WP & PND 2010 Site # June WP & PND 2010 Gravel Mine Recharge Channel June WP & PND 2010 Site # June WP & PND June URS 2003b June URS 2003b June URS 2003b 7

10 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference June e URS 2003b June URS 2003b June URS 2003b June URS 2003b June URS 2003b June URS 2003b June URS 2003b June URS 2003b July URS 2003b July URS 2003b PLX May 29 < 3.0 d 202 d 7.8 d MBJ 1998 PLX May MBJ b R June WP & PND 2010 R June WP & PND 2010 Site # June WP & PND 2010 R June PND 2009a 24a R June WP & PND 2010 R June WP & PND 2010 Site # June WP & PND 2010 Site # June WP & PND 2010 R June PND 2009a 26 "S" Creek R June WP & PND 2010 P June PND 2009a S July 9 0 Winters

11 Stream ID Table 2: Available Streamflow Data on the Canning River Fan Within 5 Miles of the Coast Date Data Collected Velocity (fps) Stream Flow Measurements Water Surface Width (ft) Flow Depth (ft) Site Location b,c Area (sq. mi.) Year Month Day Discharge Max Flow Depth (ft) Reference PLX May 29 < 2.0 d 260 d 3.9 d MBJ "R" Creek P June PND 2009a R July 9 1 (est.) Winters 2004 PLX May 30 < 3.0 d 101 d 2.8 d MBJ 1998 PLX May MBJ "A" Creek PLX May MBJ 1998 Notes: a ExxonMobil 2009b b Based on a visual inspection of the maps contained in the referenced documents, the pipeline alignment monitored by URS (2003b) appears to be approximately the same pipeline alignment monitored by PND (2009a). c Based on a visual inspection of the maps contained in the referenced documents, the pipeline alignment monitored by Michael Baker Jr., Inc. (1998) is usually within one-half mile of the pipeline alignment monitored by PND (2009a). It is often closer to the coast. d Measurement was made at the spring peak stage. e Estimate of spring peak discharge based on extrapolation from other measurements. f The exact date of the measurement was not provided, assumption is that it was between May 27th and June 13th, the period during which field measurements were made. 9

12 This page intentionally left blank. 10

13 Stream ID Table 3: Summary of Flood Peak Discharge Estimates of Streams on the Canning River Fan Within 5 Miles of the Coast Site b,c Drainage Area (sq. mi.) 2-Yr Annual Flood Peak Discharge 1 West Badami Cr. P ,200 1,900 2,300 2,900 3,300 3,600 4,000 4,500 2 Middle Badami Cr. P ,200 1,500 1,700 1,900 2,100 2,400 3 East Badami Cr. P ,900 2,900 3,600 4,400 5,000 5,500 6,100 6,800 4 "O" Creek P "N" Creek P ,000 1,100 1,300 1,500 1,700 7 "M" Creek P No Name Drainage 1 PLX "L" Creek P ,200 1,400 1,700 2,000 2,200 2,500 2, "K" Creek P , "J" Creek P "I" Creek P ,000 1,300 1,500 1,600 1,800 2, "H" Creek PLX "G" Creek P ,000 1,100 1,300 1,500 1, "F" Creek P ,100 1,300 1,500 1,600 1,900 18a Creek 18a P Yr 10-Yr 25-Yr 50-Yr 100-Yr 200-Yr 500-Yr R b "E" Creek P R PLX "D" Creek P ,050 1,160 1,300 R ,000 1,100 1, "C" Creek P ,050 1,150 1,300 R ,000 1,100 1,300 PLX

14 Stream ID Table 3: Summary of Flood Peak Discharge Estimates of Streams on the Canning River Fan Within 5 Miles of the Coast Site b,c Drainage Area (sq. mi.) 2-Yr 5-Yr Annual Flood Peak Discharge 23 Creek 23 P Yr 25-Yr 50-Yr 100-Yr 200-Yr 500-Yr R "B" Creek P ,000 1,100 Minesite Recharge ,100 Site ,100 24b "B" Creek West R Site a "B" Creek East R Site "S" Creek P R "R" Creek P R "A" Creek PLX ,042 1,171 1,298 1,463 Notes: a ExxonMobil 2009b b Source: Michael Baker Jr., Inc c Source: : WorleyParsons and PND Engineers, Inc PLX ,027 1,155 1,280 1,443 12

Hydraulic Report. County Road 595 Bridge over Second River. Prepared By AECOM Brian A. Hintsala, P.E

Hydraulic Report. County Road 595 Bridge over Second River. Prepared By AECOM Brian A. Hintsala, P.E Prepared for: Prepared by: Marquette County Road Commission AECOM Ishpeming, MI Marquette, MI 60240279 December 9, 2011 Hydraulic Report County Road 595 Bridge over Second River Prepared By AECOM Brian

More information

Cover Sheet Drainage District 7 DSR Butler County, Missouri

Cover Sheet Drainage District 7 DSR Butler County, Missouri Neelyville, MO ESTIMATED QUANTITIES ITEM DESCRIPTION QUANTITY Excavation 58,186 Spoil Spreading 58,186 Mobilization 1 UNITS CY CY LS The project begins at Latitude 36.4868, Longitude -0.46721 in Section

More information

Appendix G Aquilla Lake Pool Rise Recreational Resources

Appendix G Aquilla Lake Pool Rise Recreational Resources Appendix G Aquilla Lake Pool Rise Recreational Resources 1. INTRODUCTION The purpose of this appendix is to document the impacts of a 2.5 ft (Alternative A), 4.5 ft (Alternative B), and 6.5 ft. (Alternative

More information

CLIMATOLOGICAL SUMMARY

CLIMATOLOGICAL SUMMARY DEPARTMENT OF REGISTRATION AND EDUCATION CTATP OF ILLINOIS ILLINOIS STATE WATER SURVEY DIVISION URBANA, ILLINOIS ISWS MP-19 Archive ISWS Illinois State Water Survey )CAL CLIMATOLOGICAL DATA MP-19 LOCAL

More information

DRAFT REPORT TXDOT SH 183 MASTER DRAINAGE STUDY HYDRAULIC ANALYSIS OF ELM FORK OF TRINITY RIVER CROSSING AT SH 183 WITHIN THE ELM FORK WATERSHED

DRAFT REPORT TXDOT SH 183 MASTER DRAINAGE STUDY HYDRAULIC ANALYSIS OF ELM FORK OF TRINITY RIVER CROSSING AT SH 183 WITHIN THE ELM FORK WATERSHED DRAFT REPORT TXDOT SH 183 MASTER DRAINAGE STUDY HYDRAULIC ANALYSIS OF ELM FORK OF TRINITY RIVER CROSSING AT SH 183 WITHIN THE ELM FORK WATERSHED FOR TEXAS DEPARTMENT OF TRANSPORTATION DALLAS DISTRICT CONTRACT

More information

NJ Solar Market Update As of 10/31/15

NJ Solar Market Update As of 10/31/15 NJ Solar Market Update As of 10/31/15 Prepared by Charlie Garrison Renewable Energy Committee Meeting November 10, 2015 SOLAR INSTALLED CAPACITY DATA The preliminary installed solar capacity as of 10/31/15

More information

CCoWS. Central Coast Watershed Studies. Summary of Precipitation and Streamflow for Potrero and San Clemente Creeks in Water-Year 2007

CCoWS. Central Coast Watershed Studies. Summary of Precipitation and Streamflow for Potrero and San Clemente Creeks in Water-Year 2007 Central Coast Watershed Studies CCoWS Summary of Precipitation and Streamflow for Potrero and San Clemente Creeks in Water-Year 2007 Santa Lucia Preserve Monterey County, California Publication No. WI-2008-01

More information

Action Requested From AMWG

Action Requested From AMWG Action Requested From AMWG NONE, These Two Presentations Are For Information Transfer Only The information is derived from a multi-year synthesis research effort related to existing data on flow, sediment-transport

More information

MASTER THOROUGHFARE PLAN

MASTER THOROUGHFARE PLAN MASTER THOROUGHFARE PLAN Roadway Impact Fee July 2016 Prepared for Town of Northlake HALFF ASSOCIATES, INC. ENGINEERS SURVEYORS SCIENTISTS TBPE #F-312 PRELIMINARY FOR INTERIM REVIE ONLY These documents

More information

CCoWS. Central Coast Watershed Studies. Summary of Precipitation and Streamflow for Potrero and San Clemente Creeks in Water-Year 2008

CCoWS. Central Coast Watershed Studies. Summary of Precipitation and Streamflow for Potrero and San Clemente Creeks in Water-Year 2008 Central Coast Watershed Studies CCoWS Summary of Precipitation and Streamflow for Potrero and San Clemente Creeks in Water-Year 2008 Santa Lucia Preserve Monterey County, California Publication No. WI-2009-01

More information

Appendix E Water Supply Modeling

Appendix E Water Supply Modeling Supply Modeling Modesto Irrigation District Treatment Plant Expansion Project Modeling I. Introduction The Modesto Irrigation District (MID) is situated adjacent to and north of the Tuolumne River. Over

More information

Appendix E Hydrology, Erosion and Sediment Transport Studies

Appendix E Hydrology, Erosion and Sediment Transport Studies Appendix E Hydrology, Erosion and Sediment Transport Studies Hatch 2012/10 Appendix E1 EA Hydrology Memorandum February 2011 (Hatch. 2011a) Hatch 2012/10 Project Memo February 23, 2011 TO: Larry King FROM:

More information

LOCAL CLIMATOLOGICAL DATA

LOCAL CLIMATOLOGICAL DATA ILLINOIS STATE WATER SURVEY DIVISION URBANA, ILLINOIS ISWS MP-21 Archive SWS0964 Illinois State Water Survey LOCAL CLIMATOLOGICAL DATA FDR HILLSBORO, IL. 1901-1962 LOCAL CLIMATOLOGICAL DATA 1901-1962 HILLSBORO

More information

Appendix D Black Hills Project Summary

Appendix D Black Hills Project Summary Page 1 of 28 Appendix D Black Hills Project Summary Table of Contents Black Hills Project Summary... D-1 Boone-Nyberg 115 kv Project... D-3 Rattlesnake Butte 115 kv Substation Terminal... D-6 Fountain

More information

Northwest Territories. Northwest Territories Highway Traffic, 2001

Northwest Territories. Northwest Territories Highway Traffic, 2001 Northwest Territories Northwest Territories Highway Traffic, 21 Northwest Territories Highway Traffic, 21 Acknowledgements This report was prepared by the Transportation Planning Division of the Department

More information

HYDROLOGIC/HYDRAULIC ANALYSIS REPORT FOR THE TROLLEY BROOK CULVERT ASHLAND, MA

HYDROLOGIC/HYDRAULIC ANALYSIS REPORT FOR THE TROLLEY BROOK CULVERT ASHLAND, MA HYDROLOGIC/HYDRAULIC ANALYSIS REPORT FOR THE TROLLEY BROOK CULVERT ASHLAND, MA Prepared for: THE TOWN OF ASHLAND BOARD OF SELECTMEN AND PLANNING DEPARTMENT Prepared by: June 3, 216 Hydrologic/Hydraulic

More information

Appendix No. 3 Hydrometric Data

Appendix No. 3 Hydrometric Data Study to Address Flooding on the Dunkellin River & Aggard Stream Appendix No. 3 Hydrometric Data iv STATION NAME RATHGORGIN 22-Oct-09 STATION No. 29001 RAFORD Annual Maximum Series of Recorded Water Levels

More information

NASHVILLE DISTRICT UPDATE TRVA ANNUAL CONFERENCE

NASHVILLE DISTRICT UPDATE TRVA ANNUAL CONFERENCE NASHVILLE DISTRICT UPDATE TRVA ANNUAL CONFERENCE 1 LTC Cullen A. Jones, P.E., PMP Nashville District Commander Great Lakes and Ohio River Division US Army Corps of Engineers (USACE) 10 October 2017 The

More information

A summary of national and global energy indicators. FEDERAL RESERVE BANK of KANSAS CITY

A summary of national and global energy indicators. FEDERAL RESERVE BANK of KANSAS CITY THE U.S. Energy DATABOOK A summary of national and global energy indicators JULY 1, 17 FEDERAL RESERVE BANK of KANSAS CITY SUMMARY OF CURRENT ENERGY CONDITIONS The number of total active drilling rigs

More information

F:\PROJ\ \dwg\Alt-bridge-alignments.dwg, 17-2, 11/12/ :22:17 PM, saamhu, Acrobat PDFWriter

F:\PROJ\ \dwg\Alt-bridge-alignments.dwg, 17-2, 11/12/ :22:17 PM, saamhu, Acrobat PDFWriter F:\PROJ\55211014\dwg\Alt-bridge-alignments.dwg, 17-2, 11/12/2002 03:22:17 PM, saamhu, Acrobat PDFWriter MERRIFIELD RIVER CROSSING METHOD OF CHANGE FROM ID# ISSUES MEASUREMENT UNITS VALUE BASE CONDITIONS

More information

Final Technical. Memorandum

Final Technical. Memorandum Federal Emergency Management Agency Task Or rder #34 Final Technical Memorandum HYDROLOGIC REVIEW FOR THE VENTURA RIVER WATERSHED AND SEVERAL TRIBUTARY STREAMS FLOOD INSURANCE STUDY Ventu ra County, CA

More information

EAGLE RIVER and COLORADO RIVER

EAGLE RIVER and COLORADO RIVER FLOODPLAIN INFORMATION REPORT EAGLE RIVER and COLORADO RIVER EAGLE COUNTY, COLORADO PREPARED FOR: EAGLE COUNTY, COLORADO and the COLORADO WATER CONSERVATION BOARD This Floodplain Information Report of

More information

ATTACHMENT D (As referenced in Attachment B ) (Hydrology and Hydraulics Study)

ATTACHMENT D (As referenced in Attachment B ) (Hydrology and Hydraulics Study) ATTACHMENT D (As referenced in Attachment B ) (Hydrology and Hydraulics Study) Southern California Edison So Cal Gas Sub-transmission Project Hydrology and Hydraulics Study January 2014 2 Hydrology & Hydraulics

More information

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN CFR 257.82(c) Bottom Ash Complex Mitchell Power Plant Marshall County, West Virginia October, 2016 Prepared for: Wheeling Power Company & Kentucky Power Company

More information

North Dakota Industrial Commission. Justin J Kringstad Geological Engineer Director North Dakota Pipeline Authority

North Dakota Industrial Commission. Justin J Kringstad Geological Engineer Director North Dakota Pipeline Authority North Dakota Industrial Commission Justin J Kringstad Geological Engineer Director North Dakota Pipeline Authority October 24, 2017 Presentation Outline Current oil transportation dynamics Understanding

More information

September 2016 Water Production & Consumption Data

September 2016 Water Production & Consumption Data September 2016 Water Production & Consumption Data September 2016 monthly water production (288.48 AF) was lowest in at least 17 years. Monthly water production has increased slightly each month since

More information

Arctic Freshwater Flux and Change

Arctic Freshwater Flux and Change Arctic Freshwater Flux and Change Daqing Yang, Doug Kane, Sveta Berezovskaya Water and Environment Research Center, Univ. of Alaska Fairbanks Main Topics Large Arctic River Streamflow Regime and Change

More information

Illinois State Report

Illinois State Report July 2016 Illinois State Report Table of Contents 1. Planning Generation Portfolio Analysis Transmission Analysis Load Forecast Gas Pipeline Information 2 Executive Summary (July 2016) Existing Capacity:

More information

MILLIGAN SOLAR PROJECT

MILLIGAN SOLAR PROJECT February 16, 2009 Page 1 of 18 A subsidiary of Pinnacle West Capital Corporation MILLIGAN SOLAR PROJECT FINAL Feasibility Study Report APS Contract 52115 Prepared by: Arizona Public Service Company Transmission

More information

Tennessee Gas Pipeline. Enfield Customer Meeting October 19, 2016

Tennessee Gas Pipeline. Enfield Customer Meeting October 19, 2016 1 Tennessee Gas Pipeline Enfield Customer Meeting October 19, 2016 Agenda Brian Merchant Director, Engineering Gas Control, KMI East Region Ron Besette Director, OPS, Division 10 Office, KMI East Region

More information

CLEAN WATER SERVICES TECHNIQUES FOR EVALUATING FORCE MAIN CORROSION PROBLEMS

CLEAN WATER SERVICES TECHNIQUES FOR EVALUATING FORCE MAIN CORROSION PROBLEMS CLEAN WATER SERVICES TECHNIQUES FOR EVALUATING FORCE MAIN CORROSION PROBLEMS PNCWA 2012 Annual Conference & Exhibition October 21-24 Boise, ID Presented by: Mike Kebbe, P.E., Clean Water Services Acknowledgements:

More information

DELAWARE RIVER MAIN CHANNEL DEEPENING PROJECT

DELAWARE RIVER MAIN CHANNEL DEEPENING PROJECT Philadelphia Regional Port Authority U.S. Army Corps of Engineers Philadelphia District DELAWARE RIVER MAIN CHANNEL DEEPENING PROJECT Investigation of Submarine Utility Crossings Stations 249+000 to 515+000

More information

15 Year Road Improvement / Maintenance Plan 2017 through 2031 Elko County Infrastructure Tax Allocation Roads Plan

15 Year Road Improvement / Maintenance Plan 2017 through 2031 Elko County Infrastructure Tax Allocation Roads Plan 15 Year Road Improvement / Maintenance Plan 2017 through 2031 Elko County Infrastructure Tax Allocation Roads Plan Estimated Annual Resources - $2,000,000 Elko County $ 1,500,000 75.00% $ 46,403 2.32%

More information

Imperial Irrigation District Energy Consumers Advisory Committee Agenda Report

Imperial Irrigation District Energy Consumers Advisory Committee Agenda Report Imperial Irrigation District Energy Consumers Advisory Committee Agenda Report 260 TO: FROM: SUBJECT: ECAC Members Jamie Asbury, deputy energy manager, Business/Regulatory Five (5) Generator Interconnection

More information

Missouri River Mainstem Reservoir System Hydrologic Statistics on Inflows Technical Report

Missouri River Mainstem Reservoir System Hydrologic Statistics on Inflows Technical Report Missouri River Mainstem Reservoir System Hydrologic Statistics on Inflows Technical Report Fort Peck Garrison Oahe Big Bend Fort Randall Gavins Point Missouri River Basin Water Management Division Omaha,

More information

PARISH OF ASCENSION OFFICE OF PLANNING AND DEVELOPMENT PLANNING DEPARTMENT

PARISH OF ASCENSION OFFICE OF PLANNING AND DEVELOPMENT PLANNING DEPARTMENT 1. Call To Order 2. Roll Call of Members 3. Introduction of Staff 4. Chairman's Comments PARISH OF ASCENSION OFFICE OF PLANNING AND DEVELOPMENT PLANNING DEPARTMENT Joint Planning and Zoning Meeting March

More information

The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application

The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application Shuo Li, Ph.D., P.E. Transportation Research Engineer Phone: 765.463.1521 Email: sli@indot.in.gov Office of Research

More information

CUSTOMER/ TWIN ARROWS PROJECT

CUSTOMER/ TWIN ARROWS PROJECT A subsidiary of Pinnacle West Capital Corporation CUSTOMER/ TWIN ARROWS PROJECT V1 Facility Study Report APS Contract 52149 Prepared by: Arizona Public Service Company Transmission & Distribution Asset

More information

Wheat Marketing Situation

Wheat Marketing Situation Wheat Marketing Situation Prepared by: Darrell L. Hanavan Executive Director Colorado Wheat Administrative Committee If you would like to receive an email when this report is updated, email gmostek@coloradowheat.org

More information

2019 Western North Carolina Weather Calendar. Department of Atmospheric Sciences The University of North Carolina at Asheville

2019 Western North Carolina Weather Calendar. Department of Atmospheric Sciences The University of North Carolina at Asheville 209 Western North Carolina Weather Calendar Department of Atmospheric Sciences The University of North Carolina at Asheville www.atms.unca.edu 209 Western North Carolina Weather Calendar Climatological

More information

Appendix J Traffic Impact Study

Appendix J Traffic Impact Study MRI May 2012 Appendix J Traffic Impact Study Level 2 Traffic Assessment Limited Impact Review Appendix J [This page was left blank intentionally.] www.sgm-inc.com Figure 1. Site Driveway and Trail Crossing

More information

King Soopers #116 Thornton, Colorado

King Soopers #116 Thornton, Colorado Traffic Impact Study King Soopers #116 Thornton, Colorado Prepared for: Galloway & Company, Inc. T R A F F I C I M P A C T S T U D Y King Soopers #116 Thornton, Colorado Prepared for Galloway & Company

More information

CHINO DESALTER PHASE 3

CHINO DESALTER PHASE 3 CHINO DESALTER PHASE 3 Comprehensive Predesign Report Prepared for Jurupa Community Services District, City of Ontario, and Western Municipal Water District REVISED FINAL December 2010 Jurupa Community

More information

RCFC & WCD RATIONAL METHOD CALCULATION FORM

RCFC & WCD RATIONAL METHOD CALCULATION FORM RCFC & WCD RATIONAL METHOD CALCULATION FORM HYDROLOGY MANUAL PROJECT: Tentative Tract Map No. 36952 Calculated by: TL Group Corp. Date: 7/2/2015 FREQUENCY: EXISTING 2 - YR STORM Checked by: Date: Drainage

More information

Columbia County Road Department. Department Presentation June, 2013 By David Hill

Columbia County Road Department. Department Presentation June, 2013 By David Hill Columbia County Road Department Department Presentation June, 2013 By David Hill Columbia County Road Department Presentation: Work Performed Revenues / Expenses Projects Completed / Planned Issues and

More information

Supplemental Report on the NCTPC Collaborative Transmission Plan

Supplemental Report on the NCTPC Collaborative Transmission Plan Supplemental Report on the NCTPC 2007-2017 Collaborative Transmission Plan May 16, 2008 1 Table of Contents I. Executive Summary...1 II. Richmond-Fort Bragg Woodruff Street 230 kv Line...2 II.A. Need for

More information

CRYPTOCURRENCY MORATORIUM SMALL MINER RATE IMPACT. September 4, 2018

CRYPTOCURRENCY MORATORIUM SMALL MINER RATE IMPACT. September 4, 2018 CRYPTOCURRENCY MORATORIUM SMALL MINER RATE IMPACT September 4, 2018 TODAY S DISCUSSION Understanding impact Rate considerations for residential connections Next steps Seeking direction and feedback, NO

More information

Truss Retrofit to Mitigate Substructure Displacements at I-20 Mississippi River Bridge at Vicksburg

Truss Retrofit to Mitigate Substructure Displacements at I-20 Mississippi River Bridge at Vicksburg Truss Retrofit to Mitigate Substructure Displacements at I-20 Mississippi River Bridge at Vicksburg Zolan Prucz, Ph.D., P.E., Modjeski and Masters, Inc. New Orleans, LA 2013 Louisiana Transportation Engineering

More information

Section 5. Manhole Inspection Report

Section 5. Manhole Inspection Report Section 5 Inspection Report Ypsilanti Community Utilities Authority Huron River Interceptor I/I Study Inspection Report Technical Memorandum December, 2008 Introduction Several manholes within the Huron

More information

A Salt Marsh Advancement Zone Assessment of Greenwich, Connecticut

A Salt Marsh Advancement Zone Assessment of Greenwich, Connecticut A Salt Marsh Advancement Zone Assessment of Greenwich, Connecticut Front cover image: Open space and unprotected parcels critical to the conservation of marsh advancement corridors in Greenwich; from the

More information

Design Criteria Data

Design Criteria Data BURLINGTON VT Latitude = 44.47 N WMO No. 72617 Longitude = 73.15 W Elevation = 341 feet Period of Record = 1973 to 1996 Average Pressure = 29.61 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data RAPID CITY SD Latitude = 44.5 N WMO No. 72662 Longitude =3. W Elevation = 3169 feet Period of Record = 1973 to 1996 Average Pressure = 26.67 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data COLUMBIA SC Latitude = 33.95 N WMO No. 7231 Longitude = 81.12 W Elevation = 226 feet Period of Record = 1973 to 1996 Average Pressure = 29.8 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data PHILADELPHIA PA Latitude = 39.88 N WMO No. 7248 Longitude = 75.25 W Elevation = 3 feet Period of Record = 1973 to 1996 Average Pressure = 29.98 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data HONOLULU/OAHU HI Latitude = 21.35 N WMO No. 91182 Longitude =157.9 W Elevation = 16 feet Period of Record = 1967 to 1996 Average Pressure = 29.96 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data MACON/LEWIS WILSON GA Latitude = 32.7 N WMO No. 72217 Longitude = 83.65 W Elevation = 361 feet Period of Record = 1973 to 1996 Average Pressure = 29.66 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data PIERRE SD Latitude = 44.38 N WMO No. 726686 Longitude =1.2 W Elevation = 1742 feet Period of Record = 1973 to 1996 Average Pressure = 28.1 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data INDIANAPOLIS IN Latitude = 39.73 N WMO No. 72438 Longitude = 86.27 W Elevation = 87 feet Period of Record = 1973 to 1996 Average Pressure = 29.15 inches Hg Design Criteria Data Mean Coincident (Average)

More information

15 Year Road Improvement / Maintenance Plan 2017 through 2031 Elko County Infrastructure Tax Allocation Amended Version Number Two

15 Year Road Improvement / Maintenance Plan 2017 through 2031 Elko County Infrastructure Tax Allocation Amended Version Number Two 15 Year Road Improvement / Maintenance Plan 2017 through 2031 Elko County Infrastructure Tax Allocation Amended Version Number Two Estimated Annual Resources - $2,000,000 Elko County $ 1,500,000 75.00%

More information

Design Criteria Data

Design Criteria Data ANCHORAGE AK Latitude = 61.17 N WMO No. 7273 Longitude =15. W Elevation = 131 feet Period of Record = 1973 to 1996 Average Pressure = 29.6 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

TARGET ZERO TEAM PROJECT DUI ZONE IDENTIFICATION AND BASELINE DATA SNOHOMISH COUNTY

TARGET ZERO TEAM PROJECT DUI ZONE IDENTIFICATION AND BASELINE DATA SNOHOMISH COUNTY TARGET ZERO TEAM PROJECT DUI ZONE IDENTIFICATION AND BASELINE DATA 2005 2009 SNOHOMISH COUNTY TABLE OF CONTENTS COUNTY CHARACTERISTICS AND SUMMARY... TOTAL FATAL COLLISIONS 4 DUI ZONE IDENTIFICATION...

More information

Design Criteria Data

Design Criteria Data DENVER/STAPLETON CO Latitude = 39.75 N WMO No. 72469 Longitude =14.8 W Elevation = 5332 feet Period of Record = 1973 to 1995 Average Pressure = 24.66 inches Hg Design Criteria Data Mean Coincident (Average)

More information

ALBENI FALLS DAM AND LAKE PEND OREILLE

ALBENI FALLS DAM AND LAKE PEND OREILLE ALBENI FALLS DAM AND LAKE PEND OREILLE Fall Public Meeting 237 237 237 217 217 217 200 200 200 0 0 0 163 163 163 131 132 122 Aug. 7, 2017 255 255 255 239 65 53 80 119 27 252 174.59 83 36 118 110 135 120

More information

Design Criteria Data

Design Criteria Data JACKSONVILLE FL Latitude = 3.5 N WMO No. 7226 Longitude = 81.7 W Elevation = 3 feet Period of Record = 1973 to 1996 Average Pressure = 3.1 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Village of Plainfield Downtown Parking Study. Committee of the Whole Meeting October 24, 2016

Village of Plainfield Downtown Parking Study. Committee of the Whole Meeting October 24, 2016 Village of Plainfield Downtown Parking Study Committee of the Whole Meeting October 24, 2016 Project Tasks Parking Inventory Parking Utilization Potential Parking Improvements Study Area - Parking Inventory

More information

Design Criteria Data

Design Criteria Data SPOKANE WA Latitude = 47.63 N WMO No. 72785 Longitude =117.5 W Elevation = 2366 feet Period of Record = 1973 to 1996 Average Pressure = 27.5 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data LOUISVILLE/STANDIFORD KY Latitude = 38.18 N WMO No. 72423 Longitude = 85.73 W Elevation = 489 feet Period of Record = 1973 to 1996 Average Pressure = 29.49 inches Hg Design Criteria Data Mean Coincident

More information

Design Criteria Data

Design Criteria Data DAYTON/JAMES M COX OH Latitude = 39.9 N WMO No. 72429 Longitude = 84.2 W Elevation = 14 feet Period of Record = 1973 to 1996 Average Pressure = 28.95 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data SPRINGFLD MO Latitude = 37.23 N WMO No. 7244 Longitude = 93.38 W Elevation = 127 feet Period of Record = 1973 to 1996 Average Pressure = 28.66 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data BIRMINGHAM AL Latitude = 33.57 N WMO No. 72228 Longitude = 86.75 W Elevation = 63 feet Period of Record = 1973 to 1996 Average Pressure = 29.36 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Northwest Territories. Northwest Territories Highway Traffic, 1998

Northwest Territories. Northwest Territories Highway Traffic, 1998 Northwest Territories Northwest Territories Highway Traffic, 1998 Northwest Territories Highway Traffic, 1998 Acknowledgements This report was prepared by the Transportation Planning Division of the Department

More information

Fiscal Year 2016 CDOT RAP USAGE REPORT Asphalt Pavement Projects Awarded in Fiscal Year 2016 (July June 2016)

Fiscal Year 2016 CDOT RAP USAGE REPORT Asphalt Pavement Projects Awarded in Fiscal Year 2016 (July June 2016) Fiscal Year 2016 CDOT RAP USAGE REPORT Asphalt Pavement s Awarded in Fiscal Year 2016 (July 2015 - June 2016) Region 1 STA 0703-426 20510 I-70:WB EJMT to MM 218 SMA PG 76-28 11930 N/A N/A ER 0703-424 20351

More information

2018 Load & Capacity Data Report

2018 Load & Capacity Data Report Caution and Disclaimer The contents of these materials are for information purposes and are provided as is without representation or warranty of any kind, including without limitation, accuracy, completeness

More information

The major roadways in the study area are State Route 166 and State Route 33, which are shown on Figure 1-1 and described below:

The major roadways in the study area are State Route 166 and State Route 33, which are shown on Figure 1-1 and described below: 3.5 TRAFFIC AND CIRCULATION 3.5.1 Existing Conditions 3.5.1.1 Street Network DRAFT ENVIRONMENTAL IMPACT REPORT The major roadways in the study area are State Route 166 and State Route 33, which are shown

More information

Design Criteria Data

Design Criteria Data BOSTON/LOGAN MA Latitude = 42.37 N WMO No. 7259 Longitude = 71.3 W Elevation = 3 feet Period of Record = 1967 to 1996 Average Pressure = 29.95 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

DELIVERABLE KEY INFORMATION. Report on spread of the system and information campaign

DELIVERABLE KEY INFORMATION. Report on spread of the system and information campaign Deliverable Summary Document Code Title of Document Reference Work-package DELIVERABLE KEY INFORMATION D.2.4.2 Report on spread of the system and information campaign WP2 Reference Measure 2.4 Contractual

More information

Design Criteria Data

Design Criteria Data MIDLAND TX Latitude = 31.95 N WMO No. 72265 Longitude =2. W Elevation = 2861 feet Period of Record = 1973 to 1996 Average Pressure = 27.3 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data MINNEAPOLIS-ST PAUL MN Latitude = 44.88 N WMO No. 72658 Longitude = 93.22 W Elevation = 837 feet Period of Record = 1973 to 1996 Average Pressure = 29.7 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data NEW YORK/JOHN F KENNEDY NY Latitude = 4.65 N WMO No. 74486 Longitude = 73.78 W Elevation = 23 feet Period of Record = 1973 to 1996 Average Pressure = 29.98 inches Hg Design Criteria Data Mean Coincident

More information

Design Criteria Data

Design Criteria Data WASHINGTON/DULLES VA Latitude = 38.95 N WMO No. 7243 Longitude = 77.45 W Elevation = 322 feet Period of Record = 1973 to 1996 Average Pressure = 29.68 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data LANDER/HUNT WY Latitude = 42.82 N WMO No. 72576 Longitude =18.7 W Elevation = 5558 feet Period of Record = 1973 to 1996 Average Pressure = 24.44 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data ALBUQUERQUE NM Latitude = 35.5 N WMO No. 72365 Longitude =16.6 W Elevation = 5315 feet Period of Record = 1967 to 1996 Average Pressure = 24.72 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data DULUTH MN Latitude = 46.83 N WMO No. 72745 Longitude = 92.18 W Elevation = 1417 feet Period of Record = 1973 to 1996 Average Pressure = 28.43 inches Hg Design Criteria Data Mean Coincident (Average) Values

More information

Design Criteria Data

Design Criteria Data MINOT AFB ND Latitude = 48.42 N WMO No. 727675 Longitude =11.3 W Elevation = 1667 feet Period of Record = 1967 to 1996 Average Pressure = 28.16 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data CHARLESTON/KANAWHA WV Latitude = 38.37 N WMO No. 72414 Longitude = 81.6 W Elevation = 981 feet Period of Record = 1973 to 1996 Average Pressure = 29. inches Hg Design Criteria Data Mean Coincident (Average)

More information

SCE s Conceptual Plans to Launch ZigBee Enabled Programs and Services

SCE s Conceptual Plans to Launch ZigBee Enabled Programs and Services Leading the Way in Electricity TM SCE s Conceptual Plans to Launch ZigBee Enabled Programs and Services Connectivity Week June 10, 2009 1 About Southern California Edison Largest electric utility in California

More information

Memorandum October 5, 2017

Memorandum October 5, 2017 614 Magnolia Avenue Ocean Springs, Mississippi 39564 228.818.9626 Memorandum October 5, 2017 To: Gary Miller, U.S. Environmental Protection Agency From: David Keith, John Laplante, Matt Henderson, and

More information

Design Criteria Data

Design Criteria Data CHICAGO/O HARE IL Latitude = 41.98 N WMO No. 7253 Longitude = 87.9 W Elevation = 673 feet Period of Record = 1967 to 1996 Average Pressure = 29.27 inches Hg Design Criteria Data Mean Coincident (Average)

More information

Design Criteria Data

Design Criteria Data MADISON/DANE CO. RGNL WI Latitude = 43.13 N WMO No. 72641 Longitude = 89.33 W Elevation = 866 feet Period of Record = 1973 to 1996 Average Pressure = 29.5 inches Hg Design Criteria Data Mean Coincident

More information

[Amounts in millions of dollars] Nondurable. Total. goods. equipment 34,415 30,717 24,506 8,868 9,566 8,981

[Amounts in millions of dollars] Nondurable. Total. goods. equipment 34,415 30,717 24,506 8,868 9,566 8,981 1970 TABLE C-44. Manufacturers 1 new and unfilled orders, 1947-69 Unfilled orders2 Unfilled orders-shipments Machinery and equipment 1947.. 1948.. 1949.. 23,53.3 3 3 4 3 1961 * 31,085 15,698 17,026 18,522

More information

Determination of Monthly Means of Daily Solar Radiation and its Variability: A Summary (continued)

Determination of Monthly Means of Daily Solar Radiation and its Variability: A Summary (continued) Introduction Section 5.3 MONTHLY MEANS OF DAILY SOLAR RADIATION AND ITS VARIABILITY R.E. Schulze, M. Maharaj and R.D. Chapman The maps and statistics of solar radiation in this Section supersede the ones

More information

TABLE C-42. Sales and inventories in manufacturing and trade, [Amounts in millions of dollars] Manufacturing. Inventories Ratio 3.

TABLE C-42. Sales and inventories in manufacturing and trade, [Amounts in millions of dollars] Manufacturing. Inventories Ratio 3. 1970 TABLE C-4. and inventories in manufacturing, 1947-69 Inyentories i 1947 1948 1949 1950 1951 195 1953 1954 1955 1956 1957 1958 1959 35,60 54,33 5,507 59,8 70,4 7,377,1 89,05 86,9 1.4 16,16 1,714,59

More information

Design Criteria Data

Design Criteria Data RENO/CANNON INTL NV Latitude = 39.5 N WMO No. 72488 Longitude =119.7 W Elevation = 44 feet Period of Record = 1973 to 1996 Average Pressure = 25.57 inches Hg Design Criteria Data Mean Coincident (Average)

More information

TACOMA HYDROELECTRIC PROJECT PROJECT EFFECTS ON THE WATER QUANTITY AND QUALITY OF THE ANIMAS RIVER

TACOMA HYDROELECTRIC PROJECT PROJECT EFFECTS ON THE WATER QUANTITY AND QUALITY OF THE ANIMAS RIVER TACOMA HYDROELECTRIC PROJECT PROJECT EFFECTS ON THE WATER QUANTITY AND QUALITY OF THE ANIMAS RIVER Prepared for: PUBLIC SERVICE CO. OF COLORADO Durango, Colorado Prepared by: DEVINE TARBELL & ASSOCIATES,

More information

Alternative 3 Air Quality and Climate Change Calculations

Alternative 3 Air Quality and Climate Change Calculations Alternative 3 Air Quality and Climate Change Calculations 10/15/2009 07:40:06 PM Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: Z:\Alan Sako\112.23 OVOV\Alternatives\OVOV

More information

Meeting Room Head Table/Dimensions/Capacities (Subject to Fire Marshal Approval) Seating Capacities

Meeting Room Head Table/Dimensions/Capacities (Subject to Fire Marshal Approval) Seating Capacities Meeting Room # Head Table C = Corridor Meeting Room Head Table//Capacities Height Theater Banquet Classroom ***Hollow-Sq. U-Shape 100s 101 C - South 30 X 30 900 15 *50 **50 *43 36 26 103 C - South 34 X

More information

Appendix 5. Haymeadow Interim Traffic Analysis

Appendix 5. Haymeadow Interim Traffic Analysis Appendix 5 Haymeadow Interim Traffic Analysis 20 MEMORANDUM To: From: Rick Pylman Gary Brooks Bill Fox Date: September 15, 2016 Project: Subject: Haymeadow Evaluation of interim access configuration Currently

More information

Bacteria TMDLs for Halls Bayou November 10, 2008

Bacteria TMDLs for Halls Bayou November 10, 2008 Bacteria TMDLs for Halls Bayou November 10, 2008 PARSONS Outline Watershed Overview Pollutant Pollutant Source Assessment Technical Approach: Load Duration Curves TMDL TMDL Calculations Halls Bayou Watershed

More information

NJ Solar Market Update

NJ Solar Market Update NJ Solar Market Update April 16, 20 Renewable Energy Committee Meeting Trenton, NJ Prepared by Charlie Garrison Solar Installed Capacity Data The preliminary installed solar capacity as of 3/31/ is approximately

More information

Changes to America s Gasoline Pool. Charles Kemp. May 17, Baker & O Brien, Inc. All rights reserved.

Changes to America s Gasoline Pool. Charles Kemp. May 17, Baker & O Brien, Inc. All rights reserved. Changes to America s Gasoline Pool Charles Kemp May 17, 2016 Baker & O Brien, Inc. All rights reserved. Discussion Points Light Naphtha Definitions Sources and Uses of Light Naphtha Octane Challenges Tier

More information