Municipal Wells




Water
System		 Date Casing size x
Screen size		 Well
Depth		 Gallons
per minute		 Engineer
Starrville-Friendship WSC 1996 8”x4” 780’ 150 gpm Dunn Engineering
Bluegreen Southwest 1998 6”x3” 588’ 100 gpm LandCon, Inc.
Sharon WSC 1999 8”x4” 784’ 225 gpm Hayes Engineering
RPM WSC 2003 8”x4” 480’ 150 gpm JF Fontaine & Associates
New Prospect WSC 2004 8”x4” 631’ 200 gpm Hayes Engineering
Corinth WSC 2004 8”x4” 768’ 200 gpm Burton Engineering
Golden WSC 2005 8”x4” 426’ 150 gpm Hayter Engineering
Golden WSC 2005 10”x6” 652’ 200 gpm Hayter Engineering
City of Yantis WSC 2005 10”x6” 497’ 110 gpm Hayes Engineering
Dean WSC 2005 16”x10” 755’ 1000 gpm JF Fontaine & Associates
East Mountain WSC 2006 8”x4” 537’ 200 gpm Hayes Engineering
City of Clarksville City 2006 8”x4” 792’ 200 gpm Dunn Engineering
City of Clarksville City 2006 8”x4” 774’ 200 gpm Dunn Engineering
Holly Lake WSC 2006 10”x6” 827’ 300 gpm Allege Engineering
City of Van WSC 2006 16”x10” 820’ 200 gpm Burton Engineering
S. Cleveland WSC 2006 10”x6” 1,572’ 450 gpm JF Fontaine & Associates
Rock Hill WSC 2006 10”x6” 188’ 100 gpm Hayes Engineering
Fouke WSC 2007 12”x8” 1,023’ 600 gpm Hayes Engineering
Pritchett WSC 2007 12”x8” 720’ 300 gpm Hayes Engineering
Sand Flat WSC 2007 10”x6” 782’ 400 gpm Kenneth Cline Engineering
Fellowship Church Camp 2007 8”x4” 578’ 200 gpm Velvin & Weeks Engineering
Cross Roads WSC 2007 10”x6” 465’ 100 gpm Daniel & Brown Engineering
Chalk Hill SUD 2008 10”x6” 663’ 550 gpm Hayes Engineering
Elm Creek WSC 2008 10”x6” 1,468’ 330 gpm Tabor Engineering
Lake Fork WSC 2008 10”x6” 537’ 150 gpm Hayes Engineering
Lake Fork WSC 2008 10”x6” 494’ 150 gpm Hayes Engineering
Church Hill WSC 2008 8”x4” 600’ 18 gpm Daniel & Brown Engineering
Starrville-Friendship WSC 2008 10”x6” 495’ 300 gpm Hayes Engineering
City of Buffalo 2009 10”x6” 960’ 180 gpm KSA Engineering
Pure WSC 2009 10”x6” 2,458’ 300 gpm Tabor Engineering
Winona WSC 2009 10”x6” 825’ 165 gpm KSA Engineering
Campbell WSC 2009 10”x6” 484’ 85 gpm Hayter Engineering
Phoenix WSC / AquaTexas 2009 10”x6” 1,150’ 450 gpm Velvin & Weeks Engineering
Gum Springs WSC 2009 10”x6” 468’ 310 gpm East Texas Engineers / Joe Harle
Jones WSC 2009 10”x6” 961’ 310 gpm Daniel & Brown Engineering
Lindale Rural WSC 2010 12”x8” 1,023’ 375 gpm Hayes Engineering
Ft. Hancock WC&ID 2010 8”x8” 370’ 140 gpm Brock & Bustillos Engineering
Church Hill WSC 2010 4”x4” 450’ 40 gpm Daniel & Brown Engineering
City of Canton 2010 6”x3” 480’ 75 gpm Burton Engineering
Pritchett WSC 2010 12”x8” 622’ 350 gpm Hayes Engineering
Streetman WSC 2010 6”x6” 313’ 42 gpm Befco Engineering
Western Cass WSC 2010 10”x6” 513’ 165 gpm JF Fontaine & Associates
Western Cass WSC 2010 4”x4” 352’ 45 gpm JF Fontaine & Associates
City of Alba 2011 10”x6” 557’ 100 gpm Hayter Engineering
City of Talco WSC 2011 10”x6” 407’ 300 gpm KSA Engineering
City of Santa Fe/GCWCID 2011 14”x8” 780’ 750 gpm J D Mercer & Associates
Talley WSC 2011 6”x4” 572’ 90 gpm Hayes Engineering
Caddo Lake WSC 2011 6”x6” 312’ 85 gpm Hayes Engineering
Bi-County WSC 2011 10”x6” 620’ 110 gpm Hayes Engineering
Waskom WSC 2011 10”x6” 300’ 100 gpm Hayes Engineering
City of Scottsville 2011 6”x6” 458’ 150 gpm Shamburg & Polk, Inc.
Deadwood / Panola County 2011 4”x4” 290’ 40 gpm Hayes Engineering
West Gregg SUD 2011 16”x10” 880’ 330 gpm Hayes Engineering
City of Addison / Vitruvian Park 2011 4”x4” 640’ 16 gpm Kleinfelder Engineering
City of Canton 2011 10”x6” 592’ 130 gpm Burton Engineering
Elysian Fields WSC 2011 8”x8” 360’ 120 gpm J F Fontaine & Associates
Tiki Island WSC 2011 14”x8” 920’ 400 gpm J D Mercer & Associates