Glen, The Town of Addison has no additional comments on the installation of the water main as proposed. The contractor is clear to proceed. Please note that the valve and tee that was installed previously shall be removed. If you have any questions, please feel free to contact me. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857 P Please consider the environment before printing this email. -----Original Message----- From: Glen Kistenmacher [mailto:glen@kistenmacher.com] Sent: Tuesday, October 06, 2009 5:12 PM To: Clay Barnett Cc: t-messer@messer-group.com; jimkinder@messer-group.com; David Wilde; 'Kyle Marsh' Subject: RE: Water Main - Sewer Service Crossing, Best Press Expansion Clay, Revised drawing and detail are attached for your review and comment. Thanks. --- Glen G. Glen Kistenmacher, P. E. Kistenmacher Engineering Co., Inc. Civil Engineering - Land Planning - Surveying Dallas Office 6336 Greenville Avenue, Suite C Dallas, Texas 75206 214-234-0011 214-234-0012 (fax) El Paso Office 1420 Geronimo Drive, Suite A-2 El Paso, Texas 79925 915-778-4476 915-778-4504 (fax) _____ From: Clay Barnett [mailto:cbarnett@addisontx.gov] Sent: Monday, October 05, 2009 11:08 AM To: Glen Kistenmacher Cc: t-messer@messer-group.com; jimkinder@messer-group.com; David Wilde; Kyle Marsh Subject: RE: Water Main - Sewer Service Crossing, Best Press Expansion Glen, Although the ductile iron pipe with 1’ separation meets the TCEQ requirements, it states that this is the least preferable option. In this situation it is more prudent to maintain 2’ separation and use the PVC in ductile iron encasement pipe. Could you have a look at this? If you have any questions, please let me know. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857 P Please consider the environment before printing this email. -----Original Message----- From: Glen Kistenmacher [mailto:glen@kistenmacher.com] Sent: Thursday, October 01, 2009 3:45 PM To: Clay Barnett Cc: t-messer@messer-group.com; jimkinder@messer-group.com; David Wilde; 'Kyle Marsh' Subject: RE: Water Main - Sewer Service Crossing, Best Press Expansion Clay, Proposed fire hydrant revision attached, for review and comment. Thanks, and please let me know if you have any questions. G. Glen Kistenmacher, P. E. Kistenmacher Engineering Co., Inc. Civil Engineering - Land Planning - Surveying Dallas Office 6336 Greenville Avenue, Suite C Dallas, Texas 75206 214-234-0011 214-234-0012 (fax) El Paso Office 1420 Geronimo Drive, Suite A-2 El Paso, Texas 79925 915-778-4476 915-778-4504 (fax) _____ From: Clay Barnett [mailto:cbarnett@addisontx.gov] Sent: Thursday, September 24, 2009 4:48 PM To: Kyle Marsh Cc: t-messer@messer-group.com; jimkinder@messer-group.com; David Wilde; Glen Kistenmacher Subject: RE: Water Main - Sewer Service Crossing, Best Press Expansion Kyle, I do not have any concerns with relocating the fire hydrant, but I think we need to encase the other crossing in accordance with 290 requirements. Plan revisions need to come from Glen. Please have him review this information and present a plan for review and approval. If you have any questions, please feel free to contact me. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857 P Please consider the environment before printing this email. -----Original Message----- From: Kyle Marsh [mailto:Kyle@C-ConServices.com] Sent: Wednesday, September 23, 2009 2:56 PM To: Clay Barnett; glen@kistenmacher.com Cc: t-messer@messer-group.com; jimkinder@messer-group.com; David Wilde Subject: FW: Water Main - Sewer Service Crossing, Best Press Expansion Importance: High Here is our proposal, see attached sketch in red. Install the Ductile Iron centered on the Sewer crossing for the 8" main per 20.44.e.4.B.i. Relocate the Fire Hydrant to the other Curb Return. This will alleviate the Fire Hydrant lead length being an issue, as well as the 290.44.e.6 (pg 53) which prohibits installing a fire hydrant within 9' of a waste water main or lateral, and the problem of the fire hydrant lateral crossing the sewer line If requested, we could even replace 1 joint of the existing wastewater lateral with water pipe. The only question that remains is do we need to remove the valve's and tee's at the original fire hydrant location? Please let us know if this is acceptable and we can proceed with the field change, as-builts to show the revisions. Thank you, Kyle Marsh Vice President C-Con Services, Inc. Office: 972-243-5455 Cell: 214-315-9567 _____ From: Jim Kinder [mailto:jim@messer-group.com] Sent: Tuesday, September 22, 2009 3:14 PM To: Kyle Marsh Subject: FW: Water Main - Sewer Service Crossing, Best Press Expansion Kyle, I will need you to price using Ductile Iron at two locations. Get with Gary on the length of pipe. Jim Kinder Executive Vice President Messer Group, Inc. P.O. Box 975 Coppell, TX 75019 214-802-9319 cell 972-745-3432 fax From: Glen Kistenmacher [mailto:glen@kistenmacher.com] Sent: Monday, September 21, 2009 3:21 PM To: 'Clay Barnett' Cc: Jim Kinder Subject: FW: Water Main - Sewer Service Crossing, Best Press Expansion Clay, Upon further review, we apparently do not have the length necessary to develop the required casing length for the crossing. The only remaining alternate that I see will be in the TCEQ Regulations - Section 290.44.e.4.B.iv.III (contained on Page 52 of the attachment to this email). This requires either the casing of the waterline, or the construction of the waterline with ductile iron or steel pipe. This change in pipeline material would exist from the new water / fire main along the west side of the property to the new fire hydrant. Joints would need to be welded, and the water and wastewater mains would need to be pressure tested in accordance with the remainder of this section. Can you please review and give us your thought prior to us proceeding? Thanks. -- Glen G. Glen Kistenmacher, P. E. Kistenmacher Engineering Co., Inc. Civil Engineering - Land Planning - Surveying Dallas Office 6336 Greenville Avenue, Suite C Dallas, Texas 75206 214-234-0011 214-234-0012 (fax) El Paso Office 1420 Geronimo Drive, Suite A-2 El Paso, Texas 79925 915-778-4476 915-778-4504 (fax) _____ From: Glen Kistenmacher [mailto:glen@kistenmacher.com] Sent: Wednesday, September 16, 2009 3:48 PM To: 'Clay Barnett' Cc: 'Jim Kinder' Subject: Water Main - Sewer Service Crossing, Best Press Expansion Clay, Jim Kinder indicated that you would like to see a detail of the proposed water main - sewer service crossing for the Best Press project. Attached is that detail, for review and comment, based on the TCEQ rules and regulations. As you probably already know, this condition is occurring near the SE corner of the existing building. After reviewing, please let us know if you have any questions or need any additional information / clarification. Thanks. G. Glen Kistenmacher, P. E. Kistenmacher Engineering Co., Inc. Civil Engineering - Land Planning - Surveying Dallas Office 6336 Greenville Avenue, Suite C Dallas, Texas 75206 214-234-0011 214-234-0012 (fax) El Paso Office 1420 Geronimo Drive, Suite A-2 El Paso, Texas 79925 915-778-4476 915-778-4504 (fax) ******************************************************************************************************************* This e-mail and any files or attachments transmitted with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other information that is intended only for the use of the individual(s) and entity(ies) to whom it is addressed. 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