Sonterra Water Summary
Transcription
Sonterra Water Summary
Water Summary Prepared by Travis Moore, Director of Golf Course Maintenance February 11, 2013 INTRODUCTION The Director of Golf Course Maintenance at The Club at Sonterra is responsible for the following areas: North Golf Course, South Golf Course, Clubhouse Grounds, and all other outside areas within the Club’s property. These areas are composed of irrigated turfgrass, non-irrigated turfgrass, ornamental beds, deciduous forest, grasslands, ponds, wetlands, paved areas, and native or naturalized areas. The purpose of this document is to summarize the water usage, systems, sources, and government agencies associated with golf course and club grounds irrigation at The Club at Sonterra. This document is for informational purposes only and has been created based on the best information available to the Director of Golf Course Maintenance, Travis Moore, as of January 2013. BRIEF OVERVIEW Sonterra relies on three sources of water for irrigation. These include: Edwards Aquifer wells, Trinity Glen Rose Aquifer wells, and city water provided from San Antonio Water Systems (SAWS). This water is distributed throughout the property by three irrigation systems. These systems and their associated areas can be defined as – North Course, South Course, and Clubhouse Grounds. The following sections provide area calculations for each main area, detailed information on water sources and wells, discuss the irrigation systems, and provide an overview of the water features located on property. In addition, information will be provided on water restrictions, allotments, and necessary reporting. 1. Site Assessment 2. Water Sources and Wells a. Well Summary b. Edwards Aquifer c. Trinity Glen Rose Aquifer d. SAWS 3. Irrigation Systems a. North Course b. South Course c. Clubhouse 4. Water Features 5. Regulatory Agencies and Restrictions a. SAWS b. EAA c. TGRGCD d. TWDB 6. Infrastructure needs and improvements a. North Irrigation System b. Wells c. Water Features d. Cost Summary 7. Important Contact Information and Tools 8. Quotes for Repair 2 1. SITE ASSESSMENT This section uses information from CourseVision to provide an assessment of all club grounds based on satellite imagery. CourseVision can be opened in a separate application and provides the user with several tools that aid in agronomic planning and decision making. This data can also be provided to various government agencies. Area Calculations and Turf Types formatted for Audubon International 3 Area Calculations from CourseVision 4 Area Calculations from CourseVision (Cont.) 5 2. WATER SOURCES Sonterra relies on three main water sources for the purpose of irrigating club properties. These sources are comprised of Edwards Aquifer wells, Trinity Glen Rose wells, and water provided by San Antonio Water Systems (SAWS). Wells provide all of the water used on both golf courses and approximately 30% of the water used to irrigate clubhouse grounds. As such this section will focus primarily on the individual wells and all available information associated with them. Well service records and specifications can be found on file for most of our wells. Important - readings should be taken from every active well on property on the last day of each month. These reading are absolutely crucial in regards to budgeting and reporting of water usage. The readings from 2011 and 2012 can be found on file in the Golf Course Maintenance Office. A. Well Summary There are total of 9 wells located on property. Of these 9, only 7 have been active in recent years. See Table Below Active Wells Status Flow Fill Location Importance Not Working 220 gpm 9 North Medium 9 North High 12 South High 12 South Medium 12 South High 1 “Main Cart Path Well” 2 “Ladies Cart Path Well” Aquifer Trinity Glen Rose Trinity Glen Rose 3 “#5 Well” Edwards Working 4 “#6 Well” Edwards Not Working 5 “#7 Well” Working 6 “#8 Well” Working 200 gpm 9 North or 12 South High 7 “#9 Well” Old/Dead Wells Edwards Trinity Glen Rose Trinity Glen Rose 220 gpm 100 gpm 100 gpm 100 gpm Not Working** 250 gpm 9 North or 12 South Low NA NA Low NA NA Low 1 “8 Dead Well” 2 “16 North” Unsure Trinity Glen Rose Not Working – 11/19/12 Not Working – Never Produced Not Working – Never produced 6 South Course Wells North Course Wells 7 B. Edwards Aquifer Wells Sonterra has three wells in the Edwards Aquifer. These wells are all regulated by the Edwards Aquifer Authority (EAA), and are subject to all restrictions and regulations imposed by EAA. In order to pump water from the Edwards Aquifer a permit is required for each well, and a permit for a contracted amount of water must be purchased. Currently Sonterra is permitted to withdraw 300 acre feet (approximately 98 million gallons) assuming no drought restrictions. This water can be withdrawn from three permitted wells on site. Water quality from these wells can be considered good. All of Sonterra’s Edwards wells fill directly to the lake on #12 South. This water can be transferred to the North irrigation lake using the pump station (to be discussed later). Currently we are working to compile all repair records for each individual well. These records will be stored in the Golf Course Maintenance Office. Individual Edwards Wells Details #5 WellThe number five well is one of the oldest wells on property. It is located next to the South Course irrigation pump station. Unfortunately, there is minimal data available on this well. It is believed to have been drilled in 1959 by Kutcher Drilling for Canyon Creek Golf Course. Currently this well consistently produces between 70 and 130 GPM based on aquifer levels. There are no repair records available for this well. The meter passed inspection by Fluid Meter Corporation in the fall of 2012. #6 Well- The number 6 well is believed to be the shallowest well on property. This well was pulled in 2011 by Peerless Equipment Company. Peerless determined that the motor needs to be replaced. The pump, motor (bad) and casing are stored on site at Sonterra. A new meter has been purchased for this well, but will not be installed until the well is repaired. One reason that we have delayed repairs to this well is that it is the shallowest well. Until the aquifer returns to more normal levels (660ft or above) it does not make much sense to repair. At that time, the proper meter change forms must be submitted to EAA. Also this well should not be run concurrently with the #7 well as the proximity of the two wells may cause too much draw down. #7 Well- The number seven well is located to the left of 7 fairway South, behind the irrigation controllers. This well is similar in size and production to the #5 Well. There is minimal data available on this well. 8 The meter was changed in 2012, and all paper work was submitted to EAA. The meter number to this well can be found on the flange. C. Trinity Glen Rose Wells Sonterra has four wells that have been active in recent years that draw from the Trinity Glen Rose Aquifer. These wells are referred to as: #8 Well, #9 Well, Ladies Tee Well, and Main Cart Path Well. The Ladies Tee Well and Main Cart Path Well are registered with Trinity Glen Rose Groundwater Conservations District (TGRGCD) and thus must follow all rules and regulation imposed by the District. The #8 and #9 wells are located South of Loop 1604 and thus do not fall under the jurisdiction of the TGRCD. Water quality is not as good as the Edwards Aquifer, however is definitely suitable for irrigation. One of the biggest problems with all of the Trinity Wells is that the water is corrosive to pumps, motors, and casing. As a result these components will have significantly reduced service life when compared to the Edwards Wells. Individual Trinity Wells #8 WellThe #8 Well is the newest and arguably the most important well on property. This well is located to the left of the 8th fairway on the South Course. The well was drilled in 2006 by Davenport Drilling. In order to obtain a permit to drill this well it is my understanding that Sonterra had to agree to no longer use the #9 Well. The #9 Well was supposed to have been capped and taken out of service at the time that the #8 Well became operational. When I arrived on property in December 2010 the #8 Well was not operational. In the spring of 2011 we repaired the well and it has been operational ever since. This well provides and average of 200gpm. This water can be delivered to either the North or South irrigation lakes by opening and closing a series of valves. Sonterra DOES NOT report usage of this well to the TGRCD, and thus is NOT subject to the restrictions and fees enforced by TGRCD. In summary, Sonterra does not pay for water pumped from this well and must only abide by the overall irrigation restrictions enforced by SAWS (to be discussed later). #9 Well- The number 9 well is located to the left of the 9th hole on the South Course. This Trinity well was last operational in early 2011. It is believed to have a bad motor. Rather than repairing this well in 2011, we decided to repair the #8 Well. As described above, to the best of my knowledge Sonterra is no longer allowed to pump from the #9 Well, and it was supposed to have been capped in 2006. 9 MCP Well- The Main Cart Path well is located on the path that connects the North Course to the South Course. This Trinity well has not been operational during my tenure at Sonterra. There are several repair records on file. We know that the motor is bad, but will not know the extent of repairs needed until the well is pulled. If repaired it can be expected to produce at least 200gpm. It should also not be run concurrently with the Ladies Tee Well. This well delivers water only to the irrigation lake on the North Course. LT Well- The Ladies Tee Well is located to the left of the ladies tee box on #1 North. It worked without problems until November 2012. Recent tests show that the motor is bad. This well consistently produced around 200gpm and can be considered of high importance. During my tenure we pumped more water from this well than any other well on property. This well also has several repair records on file. The extent of the repairs needed will be determined when this well is pulled. D. SAWS Water A small portion of our water supply comes directly from San Antonio Water Systems. This water is used to irrigate most of the clubhouse grounds. This water is metered and regulated by SAWS. The meter and main isolation valve is located near the main entrance to the club. There is also an old pipe and valve box located near the North Course pump station. The exact history is unknown; however it is believed that at one time Sonterra had the option of sending water from SAWS directly to the North irrigation lake via this 6” pipe. Currently there is no meter and connection has been terminated. However, the connection could be renewed by contacting SAWS, and possibly used as an emergency supply of water if needed. 10 3. IRRIGATION SYSTEMS The irrigated areas at Sonterra are controlled by three separate irrigation systems. These are referred to as: North Course, South Course, and Clubhouse. This section will give a basic overview of the components of each system. A. North Course Irrigation System The North Course irrigation system can defined as a central control system. It consists of an estimated 2000 individual irrigation heads that are controlled by 34 satellite boxes and a central computer located in the golf course maintenance building. The system is pressurized by the North course pump station located at the irrigation lake between holes 9 and 10. The overall condition of this irrigation system is poor, and this system creates one of the biggest challenges to the successful maintenance of the course. • Sprinklers – Primarily Toro, several different models of 1” and 1.5” valve in head sprinklers on standard threads. A few of the tees and other areas can also be irrigated using residential style “pop up” heads. For the most part the sprinklers are the original installation locations as seen on the as-built. The overall condition of these heads can be described as poor. • Pipes and Valves – The plumbing for this system is primarily original from the mid 1980s and consists of PVC pipe sizes ranging from 1” to 8”. Theses pipes are typically pressurized to 125 psi. The overall condition of pipes can be described as poor. The majority of the isolation and mainline valves are original and do not work. During my tenure we have replaced 15 to 20 valves. • Satellites – The sprinklers are controlled by Rainbird Par+ and Rainbird Par + ES controllers. The controllers communicate to the central computer using wide band radio frequencies through the Freedom system. They can be operated in the field from hand held radios or from the satellite. The overall condition of these boxes can be described as poor. • Central Computer – The central computer allows for programming and control of the irrigation system from the Golf Course Maintenance Facility and runs on Rainbird Nimbus II control software. This software allows for ET based control. Sonterra has a contract with Rainbird through the GSP Service Plan. This plan is set to expire in the Spring of 2013. • As-Built – As-Builts or maps of the irrigation system are located at the Golf Course Maintenance Facility. These maps show the system can piping as it was originally installed. While helpful, they are often inaccurate and do not reflect what is actually in the field. Digital copies of the maps were made in 2011 and are stored in the Golf Course Maintenance Facility. • Pump Station – The North Course pump station underwent major repairs in 2012. Repairs included: leveling the slab, installation of two new pumps and motors, installation of new skid and related components, replacement of three mainline valves, installation of HDPE bypass location, and VFD controls. The system is currently controlled by an OASIS PLC which controls 2 -75 hp vertical turbine pumps and a 5hp PM pump. In February 2013, a new control package will be installed which will allow for more flexible control and allow for the use of a third 75hp pump. This third pump is a used pump that was 11 reinstalled during the renovations. This project was approved in 2012 and will cost approximately 23K. B. South Course Irrigation System The South Course irrigation system was completed replaced in 2008. It is comprised of all Toro components. This system is in excellent condition, has required minimal maintenance, and has allowed for substantial water saving. • Sprinklers – All Toro DT50 and DT55 heads including dual heads on greens. All heads are 1.5” and most are wired individually. These heads also contain ACME threads. • Satellites- The system consists of 18 E-Osmac satellites, which communicate with the central computer through narrow band radio frequencies. These satellites can be controlled from the central computer or in the field using hand-held radios. • Pipes and Valves – Pipes are in great condition, and all mainline and isolation valves function properly. • As-Built- As-Builts are accurate and are located in the Golf Course Maintenance Facility • Central Computer – The central computer is located at the Golf Course Maintenance Facility and operates on Toro Lynx control software. Sonterra subscribes to the Toro NSN support network. This contract is set to expire in the spring of 2013. • Pump Station – The South Course pump station was installed in 2008. It is a Flowtronex station that utilizes three 75hp centrifugal pumps and a 5hp PM pump. This station is located in the left rough on #5 and is supplied by gravity feed from the irrigation lake located on #12. • Transfer Options- The South Course pump station can be used to transfer water from the South irrigation lake to the North Irrigation Lake by opening a valve located in the deep rough left of #1 fairway on the South Course. This valve is not listed on the as-built. C. Clubhouse Irrigation System The Clubhouse irrigation system is comprised of 10 separate irrigation controllers. These controllers are residential styles and control a series of zones surrounding the clubhouse, tennis courts, and parking lots. Detailed descriptions of these zones can be found on file in the Golf Course Maintenance office. There is no map or as built. Most of the infrastructure for this system is original from the mid 1980s. The majority of water for this system comes directly from SAWS and is metered at the entrance to the club. Gary Tupa, our Horticulturalist, has the most knowledge of this system and completed countless repairs during his tenure at Sonterra. A small portion of the Clubhouse irrigation system is controlled by the North Course irrigation system. For more information see a copy of the Annual Irrigation Check-Up located in the Golf Course Maintenance office. 12 4. WATER FEATURES There are 5 water features on property at Sonterra. The following table illustrates the location, function, and purpose of these features. Unfortunately there is minimal data available on these features. The fountain for #9 North is currently stored at the Golf Course Maintenance Facility. Water Features High High Left of 7 fairway Not Working Motor tested bad in 2012 3 #17 Waterfall #6 Waterfall upper #6 Waterfall lower Location Front of 17 Green High 4 #9 Fountain Medium Working Not Working 2 years Unsure 5 #12 South Low Front of 6 Green Irrigation lake on North Irrigation lake on South 1 2 Importance Status Problem Working Working *Note: Use of water features is prohibited when under SAWS restrictions 1) #17 Waterfall – This waterfall is located at the end of 17 fairway and in front of 17 green. It operates on a submersible pump and motor located in the small holding pond at the end of the fairway. The power supply is located to the left of the cart path in the rough. Care must be taken to ensure that the pond is completely full before operating this feature. It is usually necessary to open the pond fill valve (located in 17 fairway) slightly in order to provide a “maintenance flow to this lake”. This well does have an automatic timer that can be adjusted to desired run-times. 2) #6 Waterfall (Upper) – This waterfall is located near the ladies tee on #6 and cascades down the cliff back into the pond on #6. It is visible from #6 Green and is one of the signature water features at Sonterra. It is believed to operate on a submersible pump and motor located at the Southeast corner of the pond. The power supply is located to the left of 6 Green and is controlled by a small VFD. The motor tested bad in 2012 3) #6 Waterfall (Lower) – This waterfall is located in front of 6 green and is visible from both #6 tee and #6 green. The submersible pump and motor are located in a small wet well in front of 6 green. Controls are located to the left of 6green. 4) #9 Fountain – This water feature is a large floating fountain locacted in the North Irrigation Lake. It has not worked in about two years. The controls are located in the North Pump Station. The fountain, all components, and new wire are located at the Golf Course Maintenance Facility. 5) # 12 Fountain – This small water fountain is located in the South Irrigation Lake. The controls are located on the East end of the lake. 13 5. REGULATORY AGENCIES Water use at Sonterra is regulated and monitored by several agencies. The section will briefly describe the role of these agencies and how they affect Sonterra. The agencies include: San Antonio Water Systems (SAWS), Edwards Aquifer Authority (EAA), Trinity Glen Rose Groundwater Conservation District (TGRCD), and Texas Water Conservation Development Board (TWCDB). Sonterra employs an attorney to help deal with these agencies and to ensure that we remain in compliance. Questions regarding any of these agencies and Sonterra’s rights and responsibilities can be directed to Devin “Buck” Benson with PULMAN, CAPPUCCIO, PULLEN & BENSON, LLP. A. San Antonio Water Systems SAWS has jurisdiction over all water used for irrigation purposes within the city limits – regardless of the water source. • Drought Restrictions – Sonterra must abide by all drought restrictions enacted by SAWS for all irrigated areas at the club. These restrictions apply to irrigation practices and overall usage – the DO NOT directly affect the amount of water that Sonterra is allowed to withdraw from wells. EAA and TGRGCD restrictions effect pumping rights. These restrictions are categorized by stages and based on various J-17 aquifer levels. Details of the restrictions can be found by visiting SAWS website at: http://saws.org/Conservation/DroughtRestrictions/ • Drought Conservation Plan – When SAWS declares drought restrictions, Sonterra and other golf courses are required to submit a drought conservation plan to SAWS. A copy of the most recent drought conservation plan is located in the Golf Course Maintenance Facility • Variance Request – During drought restrictions Sonterra is required to file for a variance request is special needs make following drought restrictions impossible. For example, Sonterra submitted and received a variance request in order to complete the grow-in of the North Greens in the summer of 2011. A copy of this request is on file in the Golf Course Maintenance Office. • Annual Irrigation Check-Up – Each year Sonterra is required to provide SAWS with an Annual Irrigation Check-Up. This check up is similar to an audit. The most recent version is on file in the Golf Course Maintenance office and can easily be updated for future years. B. Edwards Aquifer Authority The EAA has jurisdiction over all Edwards Aquifer Wells. Sonterra must have current permits and contracts to withdrawal water from all Edwards wells on property. In addition, Sonterra must abide by all rules and restrictions enacted by EAA. Sonterra is currently authorized to pump 300 acre feet at a cost of $84 per acre ft. Sonterra is initially charged for the entire 300 acre feet regardless of the actual amount withdrawn. There is however, a rebate program at the end of the year provides a refund $47 per acre foot of unused water. • Permit information o Groundwater Permit Permit# - P100-510 Entity# - E103-784 Entity Name – WSG Club at Sonterra IV. L.P. 14 Authorized amount – 300 acre feet o Well Permits #5 Well Permit # - W100-405 #6 Well Permit # - W100-406 #7 Well Permit # - W100-407 • Drought Restrictions – Similar to SAWS, EAA enacts drought restrictions (termed - Critical Period) based on various J-17 Aquifer levels. However, these restrictions to do not affect how, when, or where irrigation is applied. These restrictions reduce the amount of water that Sonterra is allowed to pump based on the permitted amount. More information on these restrictions can be found by visiting EAA website at: www.edwardsaquifer.org. There are also several tools on the site that document and manage Sonterra’s EAA water. • Critical Period Reporting – When EAA enacts Critical Period restrictions, permit holders are required to submit monthly usage reports to the EAA. These forms can be found on EAA’s website. In addition, all past Critical Usage Reports are on file in the Golf Course Maintenance Office. • Groundwater Conservation Plan – Must be submitted every three years • Additional Forms – The EAA requires certain forms to be filed when changes to wells are made. The most common is the Meter Change Form. If changes are made to a meter then the EAA must be notified immediately. Previous meter change forms are on file in the Golf Course Maintenance Office. • Annual Usage – Sonterra is also required to submit a form summarizing the total usage for each permitted well. These forms are also on file dating back to 2003 in the Golf Course Maintenance Office. C. Trinity Glen Rose Groundwater Conservation District There are currently only two wells on property that fall under the jurisdiction of the TGRGCD – The Main Cart Path Well and The Ladies Tee Well. The TGRGCD is much less structured than EAA or SAWS. To my knowledge, there is no set permitted amount of water, and reporting is required monthly primarily for billing purposes. Sonterra currently pays $22 per acre foot of water pumped from these wells based on monthly usage. Sonterra does not receive an invoice from TGRGCD. It is the responsibility of the Director of Golf Course Maintenance to fill out a Microsoft Word Document each month that serves as an invoice. This invoice is then submitted to Sonterra’s accounting department for payment. A copy of the invoice is also submitted to TGRGCD. Drought restrictions under TGRCD are also not as structured as other agencies. The TGRCD does have their own restrictions; however they have informed Sonterra that as long as we are complying with EAA and SAWS then we are complying with TGRCD. D. Texas Water Development Board Sonterra is required to complete an annual survey of water usage for the TWDB. This form can be completed and submitted online at: www.twdb.texas.gov/waterplanning/waterusesurvey/survey/printable.asp The form must be submitted by March 1st of the next year. Important – Current username – sonterra, Current password – sonterra1! 15 6. INFASTRUCTURE NEEDS, IMPROVEMENTS, and PROBLEMS While much progress has been made over the last two years, there are still much needed improvements that must be completed to the various components involved in Sonterra’s use of water. This section will summarize the improvements needed base on their specific areas. Approximate costs are provided when available. A. North Course Irrigation System The ageing North Course irrigation system is the single most challenging component of successfully maintaining the properties at Sonterra. While it is not feasible at this time to completely replace the system, plans should be made to make this a long-term goal. The suggested improvements below are made with both long and term short improvements in mind. • Pump Station – Major improvements were made to the pump station in 2012. These improvements have allowed Sonterra to more efficiently irrigate the North Course and should provide benefits for years to come. The final phase of this project was approved in November 2012 and should be completed in February 2013. This final phase will consists of installing new control package and will cost approximately 23K. The only area that remains questionable when discussing the North Course pump station is the wet well. During the renovation in 2012, we attempted to sleeve the aging corrugated flume pipe with HDPE. This operation was unsuccessful due to blockage in the existing pipe. It is unclear as to what exactly caused the blockage, however we are certain that the corrugated pipe is badly decayed. Fortunately, water is still able to flow freely through the pipe and we have pumped around 1000gpm with little to no draw down in the wet well. Hopefully, it will remain intact for years to come, however if it fails the entire North Course will be completely without water. Currently the only option available to rectify this problem is to completely drain the lake and to install a new flume pipe. This option will be expensive and can be considered a major project. It is my opinion that repairing the flume pipe should be part of a long term plan to completely renovate the North Irrigation Lake. • GPS Mapping – The North Course is irrigated by an estimated 2000 sprinkler heads. The current As-Built does not provide an adequate map of these heads. GPS mapping can be considered a major improvement for the following reasons: o Will allow for reprogramming of the irrigation system resulting in better use of our irrigation software and ultimately major water savings o Relatively inexpensive improvement – 7K to 10K o Can be completed without disrupting current operations • Narrow Band Conversion- The North Course radio frequencies for irrigation operation and communication currently operate on wide-band. As of January 2013 all FCC licenses involving wide band radio frequencies must be converted to narrow band. Unfortunately, this will result in substantial costs to Sonterra. There are several options listed below 16 • • o OPTION A- Replace only certain components in the existing satellite boxes. Of the 34 satellites 22 will require replacement radios in order to be capable of receiving narrow band radio frequencies. In addition the repeater must be replaced. An initial quote from AMC industries indicated that this option will cost a minimum of 20K. The current condition of the satellite boxes can be considered poor at best. The investment of 20K will only minimally improve the condition and operation of these boxes. If the goal is solely to become compliant with the new FCC regulations, then this option provides the fastest and cheapest route. o OPTION B- Install Toro Osmac RDR conversion assemblies to all 34 satellites. This option will allow for substantial improvement in the operation of the North Course irrigation system while becoming FCC compliant. The RDR system will essentially convert the system from Rainbird to Toro, and result in a new central computer and complete re-programming. It will however, still utilize many of the components in the existing Rainbird boxes. Initial quotes from PTP estimate that the costs will be between 110K and 115K. o OPTION C- Replace all Rainbird satellites with Toro E-Osmac satellites. This is best and most expensive option. Under this plan all of the aging Rainbird satellites will be replaced with completely new Toro satellites. A new central computer will be installed and the all aspects will be completely re-programmed. This option provides the best long term solution. These satellites combined with the pump station renovations and GPS mapping will help Sonterra succeed for years to come. If the day comes to replace the entire irrigation system the pump station and new satellite boxes can be utilized. PTP estimates this option will cost between 135K and 150K North Irrigation Lake- The North Irrigation Lake has been a problem for several years. It is an eyesore for the entire club, and is suspected of losing water. A long term plan should include completely renovating this lake and its perimeter. Cost Summary – In order of importance 1 2 3 4 5 GPS Mapping Replace Satellites with Option C Renovate Irrigation Lake Repair Flume Pipe Replace remainder of irrigation system (pipes, valves, heads) $7,500 $150,000 TBD TBD TBD Note: The above costs do not reflect the final phase of the North Pump Station renovations approved in 2012. These components will be installed on February 18, 2013 at a cost of approximately $23,000. 17 B. Wells Century Golf has spent a tremendous amount of money on well repairs since acquiring the property in 2006. This section will describe the issues facing our wells, current problems, and solutions. 1) Why are we always having well problems? a. Poor water quality in the Trinity Glen Rose – corrosive water results in reduced life span of pipes, pumps, motors, check valves, etc. b. Inconsistent/poor quality power. - This varies based on the location of the individual wells. In 2011, I worked with Alterman Electric to give us a proposal to update/repair/improve all of the electrical on our end. This includes not only the pump controls, but the power lines which we are responsible for maintaining. The majority of our electrical controls on wells and water features are outdated. In addition, we constantly have incoming power problems. Usually these are the result of spikes or rolling brown outs. We are at the end of line from our power provider CPS; resulting in increased spikes associated with lighting or other power issues. c. Aquifer levels vary greatly year to year - This can result in increased wear and tear on pumps and motors. In addition, it can result in more trash, debris, or silt around the pumps. d. Overuse – To my knowledge, never have all of the wells been functioning at the same time. This results in individual wells being run 24/7 in order to keep up with demand. If more wells were operational, run times could be shared resulting in longer component life for all the wells. e. Age – Many of the wells were drilled decades ago. Most of the casing, well heads, and other components are original. 2) Current Well Problems a. Ladies Tee Well- As mentioned earlier in this document, the Ladies Tee Well currently shows to have a bad motor. This well has been the highest producing well during my time at Sonterra, and this well should be the highest priority to repair. We currently have a quote from Alsay Drilling to pull this well and diagnose the problems. In addition, once the well is repaired additional funds should be used to provide better motor protection – such as a Subtrol. b. Main Cart Path Well – The Main Cart path well also shows to have a bad motor. In my opinion it is worth having Alsay Drilling pull this well at the same time as the Ladies Tee Well. c. #6 Well- This well is our shallowest Edwards well. It has already been pulled and we know that the motor is bad. d. Controls and Protection- Currently the #8 Well is the only well with modern motor protection. The outdated starters, controls, and motor protection on the other wells should be replaced as soon as possible to help prevent future problems. 18 3) Solutions and Cost a. Pull both the Ladies Tee Well and Main Cart Path well - $4600 b. Repair at least the Ladies Tee Well or the Main Cart Path Well as soon as possible. If the motor is actually bad, I am estimating costs to be around 15K per well in addition to the $4600 for pulling. c. Update all electrical controls and protection. According to proposal from Alterman Electric in 2011 there are several improvements that should be made to protect our investment in all of our wells. These improvements include repairs and modifications not only to the wells but to the power sources that supply them. These repairs will not eliminate problems, but will definitely reduce risks. An updated quote must be provided however we are looking at an initial investment of around 15K. d. Repair the #6 Well. I am estimating the cost of replacing the motor and reinstalling the well to be around 10K. e. Well Repair Cost Summary – In order of importance 1 2 3 4 5 Pull Main Cart Path and Ladies Tee Well Repair Ladies Tee Well Repair Main Cart Path Well Repair all electrical issues Repair #6 Well $4,600 $15,000 $15,000 $15,000 $10,000 C. Water Features Currently there are two important water features that are not working – the #6 Upper Water fall and the #9 Fountain. 1) #6 Upper Waterfall. This feature is operated by a submersible pump and motor located to the left of 7 fairway. The motor tested bad in 2012. This can be considered of high importance as it is one of the trademark features of Sonterra. I have been unable to find a contractor willing to work on this problem to date. We can estimate that the motor is between 15hp and 20hp and will cost approximately 8K to replace. 2) #9 Fountain. This water feature worked in early 2011. The exact problem is not known at this date. New wire was purchased in 2011 and it is stored along with the rest of the components at the Golf Course Maintenance Facility. We are currently working to determine replacement costs. 19 D. Infrastructure Cost and Priority Summary The following tables separate the short and long term needs of Sonterra’s water systems based on priority. Short Term Needs and Costs Priority 1 2 3 4 Item Pull MCP and LCP Wells Scope of Work Alsay Drilling will pull the LTW and MCP and diagnose problems Well Repair Narrow Band Conversion Repair the Ladies Tee Well Choose one of the options listed above (A,B, or C) Contract map all heads and re-program North irrigation system 5 GPS Mapping Repair #6 Waterfall 6 Well Repair Repair the Main Cart Path Well 7 #9 Fountain Repair or replace fountain in North Irrigation Lake Estimated Cost $4,600 $15,000 TBD (20 to 150K) Pull pump and motor from lake, replace motor Quote Available Yes No Yes $7,500 Yes $8,000 No $15,000 No $5,000 No Long Term Needs and Costs Priority 1 2 3 4 Item Upgrade Electrical Renovate North Irrigation Lake Repair Flume Pipe Replace North Irrigation System Scope of Work Alterman Company makes several repairs to protect wells and motors Completely renovate all aspects of North Irrigation Lake To be completed during lake renovation, Replace with HDPE Completely replace irrigation system (satellites and pump station excluded) Estimated Cost $15,000 Quote Available Yes TBD No TBD No TBD No Note: The above costs do not reflect the final phase of the North Pump Station renovations approved in 2012. These components will be installed on February 18, 2013 at a cost of approximately $23,000. 20 7. IMPORTANT CONTACT, TOOLS, and WEBSITES • Contacts o Devin “Buck” Benson – Buck is the attorney contracted to coordinate all of Sonterra’s water needs and issues with various regulatory agencies. He is a parner with Pulman, Cappuccio, Pullen, and Benson, LLP. He can be reached at: Office - 210-222-9494 ext. 122 Cell – 210-725-9658 Email – [email protected] o Mark Peterson – Mark is our contact at SAWS that we direct drought restriction questions to. He can also aid in obtaining variance request and handle questions related to the Annual Irrigation Audit Check Up. Most importantly, if there is a need to temporarily violate drought restrictions (i.e. watering in fertilizer during the day) Mark should be contacted via email or cell prior to watering. Cell- 210-852-9990 Email- [email protected] o Isabel Martinez- Isabel works for the EAA in the Critical Period Office. Critical period reports can be mailed in however, in the past we have emailed a copy of the report to Isabel. Email- [email protected] o George Wissmann- George is our contact with the TGRGCD. All reporting is sent through him via email. Office- 210-219-5555 Cell- 210-698-1155 Email- [email protected] o Peerless Equipment – Peerless has completed the bulk of the repairs to the wells at Sonterra over the last five years. In 2013, they informed Sonterra that they would no longer be completing work for golf courses. We are currently working to obtain all service records. o PMT Services – Ric Martinez and his two sons, Rick Jr. and Rangel, have completed all of the pump station work at Sonterra for several years. They can be reached at Rick Sr – 512-743-7867 Rick Jr – 512-743-7869 Rangel – 512-402-4137 • Websites and Tools o www.saws.org – Important information regarding drought restrictions can be found via SAWs website o www.edwardsaquifer.org- There is a ton of information provided on EAA’s website. In addition to drought restrictions, there are tools that help the user calculate Critical Period adjustments. o http://wiid.twdb.state.tx.us/ims/wwm_drl/viewer.htm?- This website provides interactive mapping and data for all registered wells in Texas o Google Earth – provides interactive maps and GPS coordinates of wells o CourseVision – Area calculations, and other course information 21