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HomeMy WebLinkAbout2009-11-05 - Planning-Engineering-Operations Committee Meeting Agenda Packet2. Yorba Lind Water District AGENDA YORBA LINDA WATER DISTRICT PLANNING - ENGINEERING - OPERATIONS COMMITTEE MEETING Thursday, November 5, 2009, 4:00 PM 1717 E Miraloma Ave, Placentia CA 92870 COMMITTEE Director William R. Mills, Chair Director Paul R. Armstrong Director Michael J. Beverage, Alternate STAFF Pat Grady, Assistant General Manager Steve Conklin, Engineering Manager Lee Cory, Operations Manager Ken Mendum, Operations Superintendent John DeCriscio, Chief Plant Operator PUBLIC COMMENTS Any individual wishing to address the committee is requested to identify themselves and state the matter on which they wish to comment. If the matter is on this agenda, the committee Chair will recognize the individual for their comment when the item is considered. No action will be taken on matters not listed on this agenda. Comments are limited to matters of public interest and matters within the jurisdiction of the Water District. Comments are limited to five minutes. ACTION CALENDAR This portion of the agenda is for items where staff presentations and committee discussions are needed prior to formal committee action. 2.1. Proposed Casino Ridge Project, Tract 16488 Recommendation: Following review by Staff of the final report and documentation to be provided by the King Family representatives, Staff will provide recommendations to the Committee. 2.2. Terms and Conditions for Sewer and Water Service with Hadi Atail, Parcel Map 2007- 196 Recommendation: That the Planning- Engineering- Operations Committee recommend the Board of Directors approve the Terms and Conditions for Sewer and Water Service with Hadi Atail for a three -lot residential development, Parcel Map 2007 -196, Job No. 200919. 2.3. Terms and Conditions for Water Service with Placentia -Yorba Linda Unified School District (PYLUSD) Recommendation: That the Planning- Engineering- Operations Committee recommend the Board of Directors approve the Terms and Conditions for Water Service with PYLUSD for the new library and classroom facilities at Van Buren Elementary School, Job No. 200918. 3. DISCUSSION ITEMS This portion of the agenda is for matters such as technical presentations, drafts of proposed policies, or similar items for which staff is seeking the advice and counsel of the Committee members. This portion of the agenda may also include items for information only. 3.1. Monthly Groundwater Production and Purchased Water Report 3.2. Monthly Preventative Maintenance Program Report 3.3. Monthly Groundwater Producers Meeting Report 3.4. Status Report on Capital Projects in Progress 3.5. Future Agenda Items and Staff Tasks 4. ADJOURNMENT 4.1. The next regular meeting of the Planning- Engineering- Operations Committee will be held December 3, 2009 at 4:00 p.m. Items Distributed to the Committee Less Than 72 Hours Prior to the Meeting Pursuant to Government Code section 54957.5, non - exempt public records that relate to open session agenda items and are distributed to a majority of the Committee less than seventy -two (72) hours prior to the meeting will be available for public inspection in the lobby of the District's business office located at 1717 E. Miraloma Avenue, Placentia, CA 92870, during regular business hours. When practical, these public records will also be made available on the District's internet website accessible at http: / /www.ylwd.com /. Accommodations for the Disabled Any person may make a request for a disability - related modification or accommodation needed for that person to be able to participate in the public meeting by telephoning the Executive Secretary at 714 - 701 -3020, or writing to Yorba Linda Water District, P.O. Box 309, Yorba Linda, CA 92885 -0309. Requests must specify the nature of the disability and the type of accommodation requested. A telephone number or other contact information should be included so the District staff may discuss appropriate arrangements. Persons requesting a disability - related accommodation should make the request with adequate time before the meeting for the District to provide the requested accommodation. Meeting Date: To: From: Presented By: Prepared By: Subject: SUMMARY: AGENDA REPORT November 5, 2009 Planning-Engineering- Operations Committee Pat Grady, Assistant General Manager Steve Conklin, Engineering Manager Steve Conklin, Engineering Manager Budgeted Dept: Reviewed by Legal: Proposed Casino Ridge Project, Tract 16488 ITEM NO. 2.1 N/A Engineering N/A At the August 2009 PEO Meeting, there was a presentation by representatives of the King Family and a discussion with the Committee regarding water pressure for fire service and residential needs, and meeting water storage requirements for the proposed 11 -lot development. At the conclusion of the discussion, the Committee asked that Staff continue to work on these items with the King Family representatives and to return at a later date to the Committee with new proposed actions for consideration. The King Family representatives have prepared new information in response to the above and asked to make a presentation at the November PEO Committee, per the attached letter of October 26. Staff reviewed their preliminary information and believe that it and the expanded report that they plan to bring to the Committee is worthy of consideration and discussion. Note that only preliminary information has been provided to Staff to date. A final report with supporting documentation has been promised by the family representatives for Staff and the PEO Committee. STAFF RECOMMENDATION: Following review by Staff of the final report and documentation to be provided by the King Family representatives, Staff will provide recommendations to the Committee. DISCUSSION: As presented at the August PEO Meeting, the proposed 11 -lot development is located at the northerly extension of Casino Ridge Road, in the District's 613 Zone, as shown on the attached maps. The Zone is fed from Chino Hills Reservoir with a high -water elevation of 1300 ft. The highest lots in the development have a pad elevation of 1200 ft. A hydraulic analysis was completed in July 2008, which indicated that there is sufficient fire flow under the modeled conditions with a 12 -inch pipeline loop installed from San Antonio Road. However, the study found insufficient operating pressures under average day, max day, and peak -hour demand conditions. The study recommended household pumps be installed at each residence to increase normal service condition pressures. The pumps would be installed by the home builder and maintained by the homeowner. At the August meeting, Staff reported that the one -half million gallon capacity of the Chino Hills Reservoir is fully committed to meeting the needs of existing development in the 613 Zone, and that there is no unused capacity available for the proposed Casino Ridge development. As an alternative means to meet storage needs, it was suggested that conservation in lieu of storage be investigated. It was suggested that this might be in the form of identifying landscape and park areas in the reservoir service areas where "smart timers" and other water conservation measures could be added to achieve the desired conservation. This approach has been investigated by the family representatives and their consultant. They are preparing a summary report with findings and recommendations to present to the PEO Committee. Staff has requested copies of the report for its review prior to the PEO presentation. ATTACHMENTS: Nam. Description: Type: Casino Ridge Ltr 260ct09.pdf Casino Ridge Ltr Backup Material Casino Ridge Maps.pdf Casino Ridge Maps Backup Material Casino Ridge Project.pdf Casino Ridge Proposal Backup Material Gordon Thomson Yorba Linda outpost Development, LLC Email: broker .gordonthomson.com Direct Tel: (714) 222 7578 Website: www.casinoridge• net Fax: (714) 693 1950 18431 Yorba Linda Blvd. Yorba Linda, CA 92886 October 26, 2009 Mr. Ken Vacchiarelli Yorba Linda Water District 1717 E. Miraloma Ave. Placentia, CA 92870 Subject: King FamilyNorba Linda Outpost development, LLC project Dear Mr. Vacchiarelli, As you know we are working feverishly toward resolving the Districts concerns regarding the gravity fed issues, reserve storage, fire flow and the individual booster pumps at the project. As to the 7 day storage requirements, per the instructions given by the board members at our last PEO hearing to investigate conservation in lieu of storage, our water conservation experts have been working diligently with the City Parks and Landscape Assessment Districts to identify areas were the use of smart timers would have the desirous effect of conserving water. We have learned that the parks neighboring the project are already utilizing smart timers and other water conservation measures, however we have been able to identify areas within zones 5 & 6 maintained by the landscape district that we can generate sufficient savings by converting to smart controllers and other conservation systems to satisfy the storage requirement (see attached draft report) Fire flow and gravity fed pressure to the site has been satisfied (and confirmed by the RBF report) by the loop system. Although the project has adequate water pressure for fire flow purposes, like many existing residences within the District's territory, it requires the use of private pumps for a good shower and the pleasure of the owners. The Kings have developed several solutions to both address disclosure concerns within the Project and tools to assist the District in disclosure and cost shifting outside of the project. We now seek affirmation that these solutions will be acceptable and pleasing to the Committee and respectively request to be placed on the November agenda of the PEO hearing We feel that Staff and the Kings are working harmoniously to resolve these issues, but seek Committee affirmation that such solutions fulfill the terms and conditions for water service before we undertake the contractual agreements and inherent therein. Sincerely Gordon Thomson CC: Andrew King Robert King Mark Guitheus wilt •88 IIM,�r'Y MFP NO SOLE 4 . ` 1 07'r 8 4. [l e lj 0 •; 3 �,' YORBA LINDA A. r WATER DISTRICT !F s EL f F - x. ,'• cP . "� ��� � Fair + i - ��'• .. 4 ,�� Lt :. _ a ��Ctj room ea ' �,� t'li�" +�,�„d'► r, � yam,' � r'� � e `?_ .F� s# o ,{ rt. � Orr 3 k r5,` 11f+.r °e -'1 � � ry, �•t �r•l +�� � l . 'r. opt. t' N_ � .t; y� • s. T aGj S� � y+ S, n4` Hawk Eye - +F es eFk` r, $ d �4' 'dye' } r '= Saddle Ridge rye a °�r �s'�` Jr- •��T�' t• Legend Proposed Pipes Existing Pipes Proposed Development OArea (Casino Ridge Community Expansion) Chino Hills Reservoir 300 150 0 300 Feet YCrN FIGURE I Su : €ogle Aenat 2007 4 :1MdMA1010604- MCasrw_f{Idgeaeca IMM9 dJ i • King Family Proposal To YLWD PEO Committee I • District Consultant (RBF) Fire Report/Adequate Pressure 2 Loop System Engineering Plan 3 I Household Pump Exhibit 10.3.3 from 2005 Master Plan 4 Emergency Storage Water Conservation Investigation Report 10.4 1.2 from 2005 Master Plan Storage Analysis Discussion 3.4.2 from 2005 Master Plan Improvement District 1 . For Pump Maintenance 8 Responsibility and Metal Plate Exhibit King Family / Yorba Linda Outpost Development, LLC November 2, 2009 Yorba Linda Water District PEO Hearing On July 29, 200 the Yorba Linda Water District issued TERMS AND CONDITIONS FOR WATER SERVI E for the King's project located at the end of Casino Ridge Road in Yorba Linda. A PEO Committee Hearing was held at District offices on July 30, 2009, at which time discussions were entered into regarding several points of concern: 1 OCFA & YLWD fire flow requirements 2. Individual y owned & maintained household booster pumps. 3. Emergen y storage reserves Fire Flow: Wen the Terms and Conditions for this project were originally approved in 2003, the only real issuo was the individual household pumps due to potential low domestic pressure. The criteria for construction at that time, was that the building pads must be 100 feet below the 1300 elevation associated with the reservoir The 2005 Master Plan redefined the methodology and criteria for ca culating the resultant pressures thus resulting in the King Family proposing to add a loop system at considerable cost to their development so as to meet the gravity -fed fire flow requirements. Consultants were hired by YLWD to study the effects of installation of a Loop System conpecting the existing 12 inch pipeline to the project with the system in San Antonio Road, Conclusion: RB� Consultants determined in their report that such a loop system will provide sufficient pressure to meet fire flow requirements, augmenting fire protection to the existing San Antonio project. l 1991 YLWD had accepted two (2) easements from Lyon Warmington Associates and G eg and Pamela Sporrer for these purposes, and the Kings will install this exceptionally exp `nsive Loop System and provide the necessary additional easements. (See full report in EXHI IT A.) Household Pum a : Although the project meets the pressure requirements for fire flow purposes, the RB, report notes "slightly low pressure under normal operating conditions (the pressure at pad - levels are 36.1 to 37.6 psi). Like many existing residences within the District's territory, the King roject requires the use of pumps for a good shower and the pleasure of the owners. The RBF �eport suggests household pumps as a solution. Staff has indicated that because of engineering design and project specific limitations, that individual household pumps are preferable to a'single large pump. Although like many existing residences within the District's territory, the use of private pumps is needed for the convenience of the owners, the District is concerned about the perception that the District may be held responsible for their maintenance. Conclusion: he Kings have developed several solutions to both address disclosure concerns within the Projea and tools to assist the District in disclosure and cost shifting outside of the project. 1 Attorney for the King Family have produced substantially improved disclosures that when re riled with the deeds give explicit and precise notice that it is the responsibility of the horneowners and not YLWD to maintain and replace their own individual pumps. (See EX IIBIT B) 2. A stamped metal plate will be proximately installed in the pump enclosure (See EXHIBIT C) 3. King Farr�ily will contribute to modifying the District's billing software to remind all househol s with privately owned pumps of their responsibility to maintain, repair and replace t ese pumps. Emergency Sto a Reserves: Recognizing the lack of gravity fed storage capacity in the existing Chino Hillis Reservoir and the difficulty of obtaining land to build to expand the reservoir (Item 10.4.1 of the 2005 Master Plan), the Committee encouraged the Kings to research altematives to a ditional gravity fed storage, including water conservation. Here the goal was to offset, by conse ation methods, the 7 day ADD and 1 day MDD requirement for emergency storage. Conclusion: The Kings have worked extensively with Staff to determine a fair and accurate estimate of the li ely water use attributable to the project. The Kings have hired irrigation/landscaoe consultants to investigate water conservation measures to offset by conservation the Requirements for Emergency Water Storage in accordance with the 2005 Master Plan. 1 It as estimated by the King's experts that the required off -set would be 113,102 gallons 2. Ca sultants hired by the Kings immediately set out to calculate the savings within the project by upgrading the planned irrigation system to a "gold" system of l arn c ontrollers with weather monitoring devices and flow sensors. The results g a projected 35% savings of 392,124 gallons per year or 32,677 gallons kly 3. W next investigated all City parks within zone 1300 (68) to see where savings c uld be had, after much work it was discovered that the City Parks District had f al eady upgraded the local parks with smart timers resulting in an estimated I sings of approximately 2.7 million gallons per year 4. We next investigated the City Landscape Management Assessment District (LMAD) which could significantly benefit from water conservation measures. Th; results are attached as exhibit "Proposed Water Conservation Measures" I This solution could save over 1 million gallons per year, or 87,000 gallons per w ek. When combined with the projected on -site savings, this option is ca culated to exceed the emergency storage requirement by almost 7,000 ga Ions per week. 5. In discussions with LMAD Director Bruce Carlton it was revealed that the City Co ncil is set to approve upgrading the LMAD systems citywide, once enacted his could result in a potential savings of over 6 Million gallons year or 7 day ►avings of 115,000 gallons in zone 6B. BACKUP RELt BILITY: While conservation is a laudable goal it does not adequately address the core issue o Emergency Storage as there would be no place to store the conserved water. Emergency Storage is described in section 10.3.3 of the 2005 Master Plan as a dedicated source of water hat can be used as a backup supply in the event a major supply is interrupted, such as in the a ent of a major earthquake. Section 10.4.1. of the 2005 Master Plan recommends that the District purchase a portable pump to ser it a backup that would allow District staff to quickly respond to an emergency. To the extent that water conservation measures do not adequately offset the gravity fed requirements, th King Family seeks confirmation that payment for their share of a portable pump will fulfill at remaining requirements for gravity fed storage. PROPOSAL: The City Parks District has recently achieved a high level of water conservation within the King's zone area and th:on LMAD is apparently poised to follow suit. These actions, combined with the on -site con serva methods at the King project will result in millions of gallons of water being conserved, all of �hich more than offsets the use of this eleven (11) lot subdivision, one which has paid its shar of the general obligation bonds of Improvement District 1 (ID -1) since its inception in 19787 The purpose of which (ID-1) was for the construction of production, storage, and transmission facilities for water (a) The Kings seek Committee approval that the individual pump option, when combined with clear isclosures, metal plates and assistance with District software, is acceptable to the Dist 'ct and provides a tangible benefit both to the owners of the lots and to the District in esolving an ongoing District wide problem. (b) The Kings�seek Committee approval that the above conservation measures more than offset the �torage requirement for project, fulfilling the "gravity fed" storage requirement for the prood. In obtaining this confirmation, the Kings stand by, willing to further assist the Distri by the following methods: 1. The Kings could contribute a fair and proportionate share of a Portable Pump to support the singleource water system. This option Supports the recommendations outlined in the appro ;ed RBF report, the 2005 Water Master Plan and 2008 Certificates of Participations. This Portable Booster Pump can even enhance fire protection during times of emergencies by providing a backup of water service when the Timber Ridge Booster St tion is down for routine repairs and maintenance. 2. Alternative y, The Kings contribute a fair and proportionate share of the LMAD's costs of converti g to smart timers in the areas listed in the Proposed Water Conservation Measurer I port providing cost savings to the city (c) The Kin�s seek Committee approval that, having fulfilled these requirements, and the requirements contained in the Terms and Conditions, that the Committee will support water service at the project without imposition of further conditions. We welcome th� input and consideration of the Staff and Committee as to these issues. The King Family t E e S l F .T &YYAaT�iN irtk f.� Gaa L.t1 r TFKt aaeowc' a X .a ea.arwa mx, � ,�/ recwo .nooewexa rww. +rrwar,.� Hate MIlO1AU 15501 & 16186 .m T &A Awrm `( X92\ Iix)IRYnAF nFVFi_nPMPNT �t � 1 �l A. Si.JPE LJINDSCak!°� I.ECiENi% Lea L°1 0 usxv.v . ..a....o ...mod �...� wn i ._ w.ea ax.va. as f,n,�o..a wu .araL ran ewaan,ar �. , uea w ea.r.l a.� ac�ea � rvi.t ratty e�m . �e®.rto era. tr. a» �cacs I .eaww "`roe I +m+� wN +ao si» u r vans .caa uo+a,uro w«ew rvewe meer,urn .wan an w..,ma +cua d � 41 pryyp.�4T /J 40CAT.Or+ x .i x jw LLJ W 4 z� o � U W a 3 F 5 � r � 6 e i pl! i 01 f W'� i'1 �l FBF CONSULTING MEMORANDUM To: Ken Vecchiarelli, Yorba Linda Water District From: Michael Moore, R8F Consulting Date: September 5, 2008 Subject: Casino Ridge Community -- Looped System Hydraulic Analysis Introduction Yorba Linda Water District (YLWD) has received a notice from King's Family Trust of their intention to develop eleven (11) new residential lots in the existing Casino Ridge community. The new development area would be at the end of Casing Ridge Road and include lots with pad elevations up to 1,200 feet above mean sea level (amyl). Currently the Casino Ridge community is served domestic water by a 12 -inch pipeline that extends to the end of Casino Ridge Road (see Figure 1). Yorba Linda Water District has contracted RBF Consenting to perform hydraulic analysis to determine whether adequate water service pressure and fire protection will be provided to the proposed development. Analysis completed in July 2008 found insufficient pressure for nominal and emergency fire flow conditions and recommended either looped piping or installation of a fire pump system. Objective This study is prepared to summarize hydraulic analysis determining the benefit to normal operating and fire flow pressures to the new Casino Ridge development area with a looped 12- inch system, The study is based recommended pressure criteria (tank level and static elevation difference) for hydraulic analyses. Background Yorba Linda Water District's Zone 68 system provides water service to the Casino Ridge community. Zone 68 is supplied water by the Timber Ridge Booster Pump Station and the Chino Hills Reservoir (HWL = 1,300 ft amsl). In the 2005 Domestic Water System Master Plan several areas of inadequate pressure were identified for YLWD. The areas were studied in further depth in the Zone Reconfiguration Study for Areas 1, 2 and 3 prepared by RBF Consulting (March 12, 2008). Both analyses were based on minimum pressures of 40 psi (normal operating conditions) and 20 psi (fire flow conditions) per pages 2 -10 and 2 -11 of the 2005 Domestic Water System Master Plan. However, for this study it is understood that the District seeks a recommendation for more detailed criteria to ensure low pressure conditions are prevented in this new development area. H•lPdata11D1060431Adminlreporls %Casino Ridge Exp Hyd AnalysisrevOcto&doc Existing Pressure Criteria Yorba Linda Water District's applicable pressure criteria are provided on pages 2 -10 and 2 -11 of the 2005 Domestic Water System Master Plan. 2. The water system shall be capable of providing the minimum fire Now as determined in this master plan with a minimum residual pressure of 20 psi. 3. The water system shall be capable of providing at least 40 psi to the service connections for the following demand periods. average day, maximum day, and peak hour. Fire Flow Critera Fire flow requirements for YLWD are shown in Table 1.5 of the 2005 Domestic Water System Master Plan. A 1,500 gpm fire flow was simulated for the planned single family residential area. Evaluation The HzONet model developed for the 2005 Domestic Water System Master Plan and as modified by RBF Consulting for the Zone Reconfiguration Study for Areas 1, 2 and 3 was used for hydraulic analysis evaluation. The new development area would require approximately 400 feet of new pipeline, and add service connections up to elevation 1,200 ft amsl. The hydraulic analysis simulated the addition of 11 dwelling units being served by extending the existing 12- inch pipeline into the proposed development area. Demand The demand added to new node (ID 6872) representing the proposed development is as summarized in Table 1. Table 1- Demand by Scenario Scenario Node Demand (gpm) Average Day Demand 6872 4.8 Maximum Day Demand 6872 7.1 Maximum Day Demand + Fire Flow 6872 1,500.0 Peak Hour Demand 6872 12.1 Service Pressure Standard It is recommended that Yorba Linda Water District consider the adoption of the following standard to ensure adequate service pressure and fire protection for new developments. Tank Level: Half (1/2) full IStatic Elevation Difference (Tank Level — Lot Elevation): Minimum of 125 feet H: IPdatak10106043 %AdminlrepoolMr —asino Ridge Exp Hyd AnalysisrevOctftdoc Previous Analysis Analysis was completed in July 2008 for the Casino Ridge development water service that: Determined insufficient pressure (normal conditions < 40 psi and fire flow < 20 psi) when served from the existing system. • Recommended two options for increasing pressure: 1) A fire pump and back -up generator is installed for protecting all 11 lots, and installing household pumps to increase normal service condition pressure. 2) Looping the 12 -inch pipeline system serving the development, and installing household pumps to increase normal service condition pressure. Current Analysis In August 2008. Yorba Linda Water District requested RBF analyze the benefit of looping the 12 -inch pipeline to the proposed development area with connection the system in San Antonio Road (see Figure 1). This 'revised' configuration would add a pipeline crossing undeveloped land, and require establishment of a new pipeline easement to YLWD. The benefit of the looped pipe configuration was analyzed using the hydraulic model. The results show sufficient pressure for emergency / fire flow conditions, and slightly low pressure under normal operating conditions. A summary of the results is provided in Table 2. Table 2 — Revised Results Scenario Tank- Leven HGL 11 Highest Pod' ft Pressure i _ Gmter. Than- Check Value? Result. Avera a Day Demand 1/2 Full 1,286.8 1,200.0 37.6 40 psi No Maximum Day Demand 1/2 Full 1,286.7 1,200.0 37.5 40 psi No Peak Hour Demand 1/2 Full 1,283.4 1,200.0 38.1 40 psi No MOD + FF 1,500 m 1/2 Full 1 1,247.1 1 1,200.0 1 20.4 1 20 psi Yes Conclusion The results show that sufficient fire flow is provided to pads up to 1,200 feet. However, normal condition operation pressure is not 40 psi (calculated at pad - level). This issue could either be resolved by installing household pumps for each proposed lot, or by lowering the highest pad of the development. If you have any questions regarding this memorandum, please contact me at (949) 855 -5763 or Corey Hess at (949) 855 -3655. cc: Corey Hess, RBF Consulting File IH: 1Pdatal1U106043 Wdminlreporls\Cas +no Ridge Exp Hyd MalysisrevOctXdoc >r i- s,, F i.�. '� ! � -k•1�. �! �L� _ .i..�� r yr. Joe ft �\ � � • x+01 Oar^ AXL worjJ ,�) ;� r I'�.,•� � ��`� � ` ' ` -�x � .ter �., � '�� , k" ....� �" I. V ,f / ` 1.6� rte �r ih;.n CIS }il - 'li';. •L , ...�.., _ Pit 7 T r1..✓ __ �Y - �� C dr = = � JIM . far ff a- �CRITICAL MOUE »a ,sx: IV • a n ` roof ffrf i � `\ Q MIN `O p • O / O � O O O • A s ° a • s • e o r • • arf � � • f a fs O O ® • O ws ■ w■ ■� ■ oa.n.w�.ew VORBA LINDA WATER DIS RICT ■ ° ■ • ••••• w*»uNt�oawawr EXISTING SYSTEM — ZONE 68 mow.► .aa�.m+ MODEL. SCHCUATIC GQN ®ULTIN[I Gaaali]�i.s1u0a1.1apta•�wi�ati' Existing System Under Average Day Demands REVISED Junction Report ID Demand m Elevation Oft) Head ft Pressure si 3214 7.59 905 1,286.99 165.52 3215 7.59 935 1,287.01 152.53 3216 7.59 886 1,286.99 173.75 3217 30.06 875 1,286.98 178.51 3218 7.59 903 1,286.98 166.38 3219 7.59 927 1,286.99 155.99 3220 7.59 948 1,287.07 146.92 3221 7.59 959 1,287.13 142.18 3222 7.59 944 1,286.97 148.61 3223 0 981 1,287.23 132.69 3224 7.59 997 1,287.23 125.76 32. 1,019.00 1,287.23 116.22 3226 7.59 960 1,287.24 141.79 3227 0 1,019.00 1,287.30 116.25 3228 0 1,060.00 1,287.40 98.53 3229 0 1,189.00 1,287.64 42.74 3230 0 1,269.00 1,287.79 8.14 3231 11.56 911 1,286.86 162.86 3232 7.59 917 1,286.88 160.27 3233 7.59 942 1,286.90 149.44 3234 7.59 918 1,288.86 159.83 3235 7.59 921 1,286.85 158.52 3236 7.59 932 1.286.85 153.76 3237 7.59 923 1,286.85 157,66 3241 0 882 1,286.86 175.43 3250 0 811 1,286.98 206.24 4406 0 811 1,286.98 206.24 4418 0 882 1,286.86 175.43 4420 0 811 1,286.98 206.24 6267 7.27 860 1,286.84 184.95 6268 0 763 1,286.85 226.98 6269 3.64 870 1,286.84 180.62 6270 3.64 912 1,286.84 162.42 6271 9.31 936 1,286.83 152.02 6272 7.27 910 1,286.83 163.28 6273 3.64 882 1,286.83 175.41 6274 3.64 918 1,286.83 159.82 6275 3.64 996 1,286.84 126.02 6277 3.64 991 1,286.84 128.19 6278 0 1.130,00 1,286.84 67.96 6279 0 882 1,286.86 175.43 6280 3.64 1,055.00 1,286.84 100.46 6281 33.93 923 1,286.83 157.65 J91055 0 811.00 1,286.98 206.24 6872 4.75 1,200.00 1,286.84 37,63 h:pdata/10106043 /calcs /Results - Kings FT.xls x(st( tem Under Avers a Day Demands INEMSED Pipe R® oft ID From Node To Node Le th R D(ameter to Roughness Flow Y Headtotps tt 18740 321$ 32f 7 330.62 8 130 7.59 0.05 0 18745 3217 3216 342,33 12 130 -77.47 022 0.01 18750 3216 3214 277.04 12 130 85.06 0.24 0.01 t8T55 3214 3215 471.75 12 130 -100.23 028 0.02 18760L 3214 3219 420.41 8 130 7.59 0.05 0 18765 3215 3220 301.2 12 130 260.45 014 0.06 18770 3220 3221 26157 12 130 - 268.04 0.78 0.06 18775 3215 3222 224.31 10 130 152.64 0.62 0.04 f 8780 3221 3228 439.33 12 130 -275.62 0.78 0.1 18785 3226 3223 220.62 8 130 15.17 0.1 0 18790 3223 32224 156.78 8 130 15.17 0.1 0 18795 3224 3225 373.77 8 130 7.59 0.05 0 18800 3226 3227 243.84 12 130 - 298.38 0.85 0.07 18810 3227 3228 358.9t 12 130 - 298.38 0.85 0. t 18815 3228 3229 885 12 130 - 298.38 0.85 0.24 18820 3229 3230 570 12 130 - 296 -38 0.85 0.15 R50131 3230 85013 145 12 130 - 298.38 0.85 0.04 18830 3222 3233 427.83 10 130 145.08 0.59 0.07 18835 3233 3232 301.82 12 130 137.47 0.39 0.02 18840 3232 3231 206.93 12 130 129.89 0.37 0.01 18845 3231 3234 246.61 12 130 69.37 0.2 0 18850 3234 3235 379 12 130 81.78 0.l8 0.01 18855 3235 3238 236.23 12 130 46.61 0.13 0 18860 3235 3237 219.54 6 130 7.59 OAS 0 18880 6279 3231 84.05 12 130 -48.95 0.14 0 18945 J91055 3217 632.64 12 130 -39.82 0. t 1 0 26220 4420 44Q6 80.2 36 130 177.01 0.08 0 26295 3241 4418 83.4 38 130 0 Of 0 28305 J91066 4420 90.47 36 130 177.02 0.06 0 28272 6266 6267 786 12 130 48.95 0.14 0.01 282771 6287 6269 130 8 130 7.27 0.05 0 28282 6289 6270 490 8 130 3.64 0.02 0 28292 6281 8271 811,04 12 130 0.48 0 0 28297 6271 6272 220 8 130 14.54 0.09 Q 28302 6272 6273 260 8 130 3.64 0.02 0 28307 6272 6274 660 8 130 3.64 0,02 0 28312 6271 6275 685 12 130 -23.37 0.07 0 28317 6275 8277 685 8 130 3.64 0.02 0 28322 6280 8278 710.53 12 130 -34.28 0.1 0 28327 3241 6279 83.34 12 130 0 0 0 28332 6279 62628 1,873.00 12 130 48.95 0.14 0.02 28337 6275 6280 639.66 12 130 -30.65 0.09 0 28342L 6267 6281 607.72 12 130 34.41 0.1 0 20011D 8361 t t 3250 190.12 99 150 t37.2 0,01 0 200141) 1 @36112 3250 110.1 99 150 0 0 0 200160 636113 3250 107.54 99 150 0 0 0 200170 8F'8114 3250 190.6 99 150 0 0 0 250 t 711 3241 V4312 75.72 99 ISO 0 0 0 2501SU 4420 V4322 1 99 150 0 0 0 50006U 4106 V4321 68.13 99 150 177.01 0.01 0 50023U 4418 V4311 716.75 99 150 0 0 0 PS6111 3250 J910SS 152.85 361 1301 137.2 0.04 0 31512 6278 6872 400 12l 134 -3428 0.1 0 31514 3236 6872 1,175.81 12 130 39.03 0,11 0.01 h:pdaw 101060431cakm/Results - Kings FT x(s Existing System Under 'Maximum Day demands REVISED Junction Report 10 Demand Elevation ft Head Pressure (psi) 3214 11.22 905 1,286.99 165.52 3215 11.22 935 1,286.97 152.51 3216 11.22 886 1,287.01 173.76 3217 44.48 875 1,287.03 178.53 3218 11.22 903 1,287.03 166,4 3219 11.22 927 1,286.99 155.98 3220 11.22 948 1,286.99 146.89 3221 11.22 959 1,287.01 142.13 3222 11.22 944 1,286.88 148.57 3223 0 981 1,287.05 132.61 3224 11.22 997 1,287.05 125.68 3225 1122 1,019.00 1,287.05 116.14 3226 11.22 960 1,287.05 141.71 3227 0 1,019.00 1,287.08 116.16 3228 0 1,060.00 1,287,13 98.42 3229 0 1,189.00 1,287-24 42.57 3230 0 1,269.00 1,287.31 7.93 3231 17.11 911 1,286.65 162.77 3232 11.22 917 1,286.68 160.18 3233 11.22 942 1,286.72 149.37 3234 11.22 918 1,286.64 159.73 3235 11.22 921 1,286.63 158.43 3236 1122 932 1,286.62 153.66 3237 11.22 923 1,286.63 157.56 3241 0 882 1,286.65 175.33 3250 0 811 1,287.10 206.3 4406 0 811 1,287.10 206.3 4418 0 882 1,286.65 175,33 4420 0 811 1,287.10 206.3 6267 10.77 860 1.286.59 184.84 6268 0 763 1,286.61 226.88 6269 5.38 870 1,288.59 180.51 5270 5.38 912 1,286.59 162.31 6271 13.79 936 1,286.59 151.91 6272 10.77 910 1,286.5 163.17 6273 5.38 882 1,286.58 175.31 6274 5.38 918 1,286.58 159.71 6275 5.38 996 1,288.59 125.91 6277 5.38 991 1,286.59 128.08 6278 0 1,130.00 1,286.60 67.85 6279 0 882 1,286.65 175.33 6280 5.38 1,055.00 1,286.59 100.35 6281 50.21 923 1,286.59 157.54 J91065 0 811.00 1,287.10 206.3 6872 71 1,200.00 1,286.60 37.53 h:pdata110106043 /caics/Resuits - Kings FT.As tem Under Maadmum Day Demands J REVISED _Misting Pipe Report to From Node To Node Len ft Diameter in Roughness Flow m Velocity f fs Headtoss tt 18740 3218 3217 330.62 8 i30 -11,22 0.07 0 18745 3217 3216 342.33 12 130 136.69 0.39 0.02 18750 3216 3214 277.04 12 130 125.47 0.36 0.02 18755 3214 3215 471,75 12 130 103.03 0.29 0.02 187601 3214 3219 420.4 t 8 130 11.22 0.07 p 18785 3215 3220 301.2 12 f30 - 141.21 0.4 0.02 18770 3220 3221 283.57 12 130 - 152.43 0.43 0.02 18775 32 i 5 3222 224.31 10 130 233.02 0.95 0.09 18780 3221 3226 439.33 12 130 - 183.85 0.48 044 18785 3226 3223 220.62 8 130 22.44 0.14 0 18790 3223 3224 156.76 8 130 22.44 D.14 0 18795 3224 3225 373.77 81 130 11.22 0,07 0 18800 3226 3227 243.84 12 130 - 197.31 O.S6 0.03 18810 3227 3228 358.91 12 130 - 197.31 0.56 0.04 18815 3228 3229 885 12 130 - 197.31 0.56 0111 f882O 3229 3230 570 12 130 - 197.31 0.56 0.07 85013 3230 R5013 145 12 130 - 197.31 0.56 0.02 18830 3222 3233 427.83 10 i30 221.8 0.91 0.18 18833 3233 3232 301.82 12 130 210,57 0.8 0.04 18840 3232 3231 206.93 12 130 199.35 0,57 0.03 18845 3231 3234 246.61 12 130 107,66 0,31 0.01 18850 3234 3235 379 12 130 98.44 0,27 0.01 18855 3235 3236 236.23 12 130 74 0.21 0 18880 3235 3237 219,54 8 130 11.22 0.07 0 18880 6279 3231 84.05 12 130 -74.58 0,21 0 18945 J91055 3217 632.64 12 130 192.4 0.55 0.08 26220 4420 4406 80.2 36 130 261.98 0.08 0 26295 3241 4418 83.4 38 130 0 0 0 28305 J91055 4420 90.47 36 130 261.98 0.08 0 28272 6268 6267 786 12 130 74.57 0.21 0.02 28277 8287 6289 f 3O 8 130 10.77 0.07 0 28282 6289 6270 490 8 130 5.38 0.03 0 28292 6281 8271 811.04 12 130 2.83 0.01 0 28297 6271 6272 220 8 130 21.53 0.14 0 28302 6272 6273 260 B 130 5.38 0.03 0 28307 6272 6274 660 8 130 5.38 0.03 0 28312 8271 5275 685 12 130 -32.49 0.09 0 28317 6275 6277 685 8 130 5.38 0.03 0 28322 6280 6278 710.53 12 130 -48,64 0.14 0.01 16327 3241 6279 83.34 12 130 0 at 0 26332 6279 6268 1873.00 12 130 74.57 0,21 O.D4 237 83 6275 8280 639.66 12 130 43.25 0.12 0 28342 6267 6281 607.72 12 130 53.04 0,15 0.01 200110 BP6111 3250 190, t2 99 150 133.52 0.01 0 200140 SP6f 12 3250 110.1 99 1501 320.87 0.011 0 200160 SP6`1131 3250 107-541- 99 150 0 O 0 200170 SPS114 3250 190.6 99 15O D O 0 25017U 3241 V4312 75,72 99 150 0 0 0 2501BU 4420 V4322 1 99 150 0 0 0 50006U 4406 V432fl 68.13 99 150 261.98 0.01 0 50023U 4418 V4311 76.75 99 150 0 0 0 PS6111 3250 J91055 152.85 38 130 454.38 0,14 0 315121 6278 6872 4001 UP 130 -48.84 0.14 0 315141 3236 6872 1, 175.811 121 130 62.78 0.18 0.02 h•pdata/1 0 1 0604 31calcs/Results - Kings FT As -Existing System tinder Max Da + Fire Flow Demand REVISED Junction Re ort ID Demand m Elevation ft Head ft Pressure (psi) 3214 11.22 905 1,267.27 156.97 3215 11.22 935 1,267.23 143.96 3216 11.22 886 1,267.30 16522 3217 44.48 875 1,267,34 170 3218 11.22 903 1,267.34 157.87 3219 11.22 927 1,267,27 147.44 3220 11.22 948 1,269.03 139.1 3221 11.22 959 1,270.62 135.03 3222 1 1.22 944 1,263.40 138.4 3223 0 981 1,273.31 126.66 3224 11.22 997 1,273-31 t 19.72 3225 11.22 1,019.00 1,273.30 110.19 3226 11.22 960 1,273.31 135.76 3227 0 1,019.00 1,274.86 110.87 3228 0 1,060.00 1,277.15 94.09 3229 0 1,189.00 1,282.78 40.63 3230 0 1,269.00 1,286.41 7.54 3231 17.11 911 1,252.71 148.06 3232 11.22 917 1,254.12 146.07 3233 11.22 942 1,256.19 136.14 3234 11.22 918 1,252.00 144.72 3235 11.22 921 1,250.92 142.95 3236 11.22 932 1,25027 137.91 3237 11.22 923 1,250.92 142.09 3241 0 882 1,252.63 160.59 3250 0 811 1,267,46 197 -78 4406 0 811 1,267.46 197.78 4418 0 862 1,252.63 160.59 4420 0 811 1,267.46 197.78 6267 10.77 860 1,249.96 168.97 6268 0 763 1,250.75 211.34 6269 5.38 870 1,249.96 164.64 6270 5.38 912 1,249.96 146.44 6271 13.79 936 1,248.75 135.51 6272 10.77 910 1,248.75 146.78 6273 5.38 882 1,248.75 156.91 6274 5.38 918 1,248.75 143.31 6275 5.38 996 1,248.27 109.3 t 6277 5.38 991 1,248.27 111.47 6278 0 1,130.00 1247.37 50.86 6279 0 882 1,252.63 160.59 6280 5.38 1,055.00 1,247.84 83.56 6281 50.21 923 1,249,39 14145 J91055 0.00 811.00 1,267.46 197.78 6872 1,50710 1,200.00 1,247111 20.41 h-pdata110106043 /calcs /Results - Kings FT.As h,pdafa/10106043 /caics/Resulls - Kings FT,xls Existing ft stem Under Peak Hour Demand REVISED Junction Report ID Demand m Elevation ft Head ft Pressure si 3214 19.34 905 1,284.30 164.35 3215 19.34 935 1,284.33 151.37 3216 19.34 886 1,284.29 172.58 3217 76.66 875 1,284.28 177.34 3218 19.34 903 1,284.27 165.2 3219 19.34 927 1,284.29 154.82 3220 19.34 948 1,284.60 145.85 3221 19.34 959 1,284.84 141.19 3222 19.34 944 1,284-09 147.36 3223 0 981 1,285.26 131.84 3224 1934 997 1,285.25 124,9 3225 19.34 1,019.00 1,285-25 115.36 3226 19.34 960 1,285.27 140.94 3227 0 1,019,00 1,285.55 115.5 3228 0 1,060.00 1,285.97 97.91 3229 0 1,189.00 1,287.00 42.46 3230 0 1,269.00 1,287,66 8.09 3231 29.48 911 1,283.50 161.4 3232 19.34 917 1,283.57 158.83 3233 19.34 942 1,283.68 146.05 3234 19,34 918 1,283.47 158.36 3235 19.34 921 1,283.44 157.05 3236 19.34 932 1,283.43 152.27 3237 19.34 923 1,283.44 156.18 3241 0 882 1,283.49 173.97 3250 0 811 1,284.28 205.07 4406 0 811 1,284.27 205.07 4418 0 882 1,283.49 173.97 4420 0 811 1,284.27 205.07 6267 18.54 860 1,283.35 183.44 6268 0 763 1,283.39 225.49 6269 9.27 870 1,283.35 179.1 6270 9.27 912 1,283.35 160.91 6271 23.75 936 1,283.33 150.5 6272 18.54 910 1,283.32 161.76 6273 9.27 882 1,283.32 173.89 6274 9.27 918 1,283.32 158.29 6275 9.27 996 1,263.34 124.51 6277 9.27 991 1,283.34 126.67 6278 0 1,130.00 1,28338 66.46 6279 0 882 1,283.49 173.97 6280 9.27 1,055.00 1,283.36 98.95 6281 86.51 923 1,283.33 156.13 J91055 of 811.00 1,284.28 205.07 6872 12.121 1,200.00 1,283.39 36.13 h:pdata/10106043 /caics /Results - Kings FT.xfs -Isting symem Un Peak Hcur Demand IR EVISED ID From Node To Nod® Len Olsmster M Rou l meas Flow V ills keadtoss R 18740 3218 3217 330.62 6 t 30 -19,34 0,12 D 18745 3217, 3216 342.33 12 130 -93.28 0.28 0.01 18750 3218 3214 277.04 12 130 - 112.62 0.32 0.01 18755 3214 3215 471.75 12 130 -151.3 0.43 0.04 18760 3214 3219 420.41 8 130 19.34 0.12 0.01 18765 3215 3220 301.2 12 130 - 559.88 1,59 ! 8770 3220 3221 263.57 12 130 - 579.22 1.84 ,26 0.24 18775 3215 3222 224.31 10 f 30 389.23 1.59 0.24 18780 3221 3228 439.33 12 130 - 598.58 1.7 0.43 18785 3228 3223 220.62 8 130 38.68 0.25 0.01 18790 3223 3224 158.76 8 130 38.68 0.25 0,01 18795 3224 3225 373.77 8 130 f9.34 0.12 0 18800 3228 3227 243.84 12 130 - 636.58 1.88 0.28 18810 3227 3228 358.91 12 130 - 658.58 1.88 0.42 18815 3228 3229 885 12 130 - 656.58 1.86 1.03 18820 3229 3230 570 12 130 - 658,58 1,86 0.88 R5013 3230 R5013 145 1 12 130 -656,58 1.86 0 188 30 3222 3233 427.83 10 130 369.89 1.51 0.42 18835 3233 3232 301.82 12 130 350.55 0.99 0.11 18840 3232 3231 206.93 t2 130 331,21 0.94 0.07 188451- 3231 334 246.61 12 130 176.9 0.5 0.03 18850 3234 3235 379 f2 130 157.56 0.45 0.03 18855 3235 3236 238.23 12 f30 118.88 0.34 0.01 18860 3235 3237 219.54 8 130 19.34 0.f2 18880 6279 3231 84.05 12 130 - 124.83 0,35 Of 18945 J91055 3217 632.64 12 730 2.72 0.011 0 28220 4420 4408 80.2 36 130 451.41 0.141, 0 26295 3241 4418 83.4 36 130 0 0 0 26305 J91055 4420 90.47 36 130 451.41 0.14 0 26172 6268 8287 786 12 130 124.83 0.35 0.04 28277 626T 6269 130 8 130 18.54 0.12 0 28282 6269 6270 490 8 130 9.27 0.06 0 28292 6281 6271 8 t 1.04 12 130 1.23 0 0 28297 627! 8272 220 81 130 37,09 0.24 0.01 26302 6272 8273 280 6 130 9.27 0.06 0 28307 6272 6274 660 8 130 9.27 0,08 0 28312 8271 6275 685 12 130 -59.8 0.1 T 0.01 28317 6275 6277 685 8 130 9.27 0.06 0 28322 6280 8278 710.53 12 13Q -87.41 0.25 0.02 28327 3241 6279 83.34 12 130 0 0 p 28332 6279 8268 1,873.00 ! 2 130 124.63 0,35 0. t 28337 6275 8280 639.66 12 130 -78.14 0.22 0:01 28342 6267 6281 607.72 121 1301 87.74 0.25 0.02 200110 BP6111 3250 190.12 991 isol 133.41 0.01 0 200144 gP6 t f 2 325Q 110.1 99 1501 320.72 0.01 0 200160 SM113 3250 TO 554 99 150 0 0 20017D SPS114 3250 190.6 99 150 0 0 0 2501TU 3241 V4312 75.72 99 150 0 0 p 0 2501SU 4420 V4322 ! 99 15Q 0 0 50006U 44061 V4321 68.13 99 150 d5t.41 0.02 0 0 500230 4418 V431f fo.f 31 0 0 PS6111 32501 J91055 152.861- 38 130 454.14 0.1-4 0 0 31512 3151d 62781 Z94R 6872 co -r-I 4001 ..ter e. 121 _ 1301 7.4t 0.25 0.01 I:1u 99.53 h:pdata/f 0106043 /calcWRssuits - 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I W wrwftl —4 -w I& m .,J. o., I =M v or IrOMM& 1.3w".& aim im no Emma n*v ITT Goulds Pumps AquaBoost` II Variable Speed Constant Pressure Systems BAQUAB 1 Residential and Commercial Water Systems l 1” 7 GPM systems RGOULDS PUMPS Goulds Pumps is a brand of ITT Corporation. www.goulds.com Engineered for life Think of it as "Cruise Control" for your pump! The AquaBoost II is available with a range of flow rates to handle homes with up to four baths, irrigation, filtration and fire suppression systems. light commercial applications up to 100 GPM at 45 PSI boost The AquaBoost II is available as either a separate controller or as part of a complete pump package with everything you need to plumb it to a domestic water line. S", C E + The AquaBoost Advantage V a 1 0 Flow + 0 Flow + Wiral home water pressure �fie A�gLwdoost malmr up the drops when demand Is high. jom acz etarrt mpowpnernisee FEATURES The AquaBoost II variable Speed pump control- ler and complete booster package kits, provide -3 �onrwrew.ns �., „u �r an economical answer for municipal water district customers with low water pressure. Both domestic and light commercial applications can { benefit. As water use increases, the AquaBoost II r o° changes pump speed to maintain pressure. Large 1 supply tanks are eliminated, and less wear and ' tear on your pump and motor. l 1” 7 GPM systems RGOULDS PUMPS Goulds Pumps is a brand of ITT Corporation. www.goulds.com Engineered for life Think of it as "Cruise Control" for your pump! The AquaBoost II is available with a range of flow rates to handle homes with up to four baths, irrigation, filtration and fire suppression systems. light commercial applications up to 100 GPM at 45 PSI boost The AquaBoost II is available as either a separate controller or as part of a complete pump package with everything you need to plumb it to a domestic water line. S", C E + The AquaBoost Advantage V a 1 0 Flow + 0 Flow + Wiral home water pressure �fie A�gLwdoost malmr up the drops when demand Is high. jom acz etarrt mpowpnernisee I I ITT COMPONENTS GOULDS PUMPS Residential and Commercial Water Systems *1AB2 — 4.2 Amp, 208 -230 V, single phase input, 1 HP AquaBoost II variable speed control- ler, wall mount set, transducer, pre - wired. (Pump and tank not included.) *1AB2LB1035 —1 HP AquaBoost II controller, wall mount set, LB stainless steel jet pump, transducer, V6P tank, pressure gauge, discharge tee. Controller is pre -wired to the pump. Flows to 15 GPM. 2AB2 — 6.9 Amp, 208 -230 V, single phase input, 2 HP AquaBoost II variable speed control- ler, wall mount set, transducer, pre- wired. (Pump and tank not included.) 2AB21 MCI F2132 — 2 HP AquaBoost II control- ler, wall mount set, MCC cast iron / stainless steel pump, transducer, V6P (2 gal.) tank and pressure gauge. Controller is pre - wired. Flows to 27 GPM. 2A621 MCI G2A2 — 2 H P AquaBoost II control- ler, wall mount kit, MCC cast iron / stainless steel pump, transducer, V6P (2 gal.) tank and pressure gauge. Controller is pre -wired. Flows to 32 GPM. A CAUTION AquaBoost System CANNOT be set above 80 psi, for the total discharge pressure (suction plus discharge). *1AB21 HM1 E2D0 —1 HP AquaBoost II con- troller, wall mount kit, HMS stainless steel pump, transducer, V6P (2 gal.) tank and discharge pipe tee. Controller is pre- wined. Flows to 20 GPM. *IAB22HMIE2DO —1 HP AquaBoost II controller, wall mount kit, HMS stainless steel pump, transducer, V6P (2 gal.) tank, pressure gauge and discharge pipe tee. Controller is pre - wired. Flows to 30 GPM. 2AB22HM1 F2E0 — 2 HP AquaBoost 11 control- ler, wall mount kit HMS stainless steel pump, transducer, V6P (2 gal.) tank, pressure gauge and discharge pipe tee. Controller is pre-wired. Flows to 30 GPM. 3A62LCBI H2D0 — 3 HP AquaBoost II controller, wall mount kit, LCB stainless steel pump, transducer, V6P (2 gal.) tank, pressure gauge and discharge pipe tee. Controller is pre - wired. Flows to 50 GPM. 2AB22MC1 ON — 2 HP AquaBoost II controller, wall mount kit, MCC cast iron/stainless steel impeller pump, pressure transducer, V6P (2 gal.) tank, pressure gauge, 1 IN' bronze discharge tank tee. Controller and motor are pre- wired. Flows to 80 GPM. **5AB22MC1J2K2 — 5 HP AquaBoost II controller, wall mount, MCC cast iron/stainless impeller pump, pressure transducer, pressure gauge, 1' /4" bronze tank tee, controller and motor are pre - wired. Flows to 100 GPM. **5AB2LCCIJ2D0 — 5 HP AquaBoost 11 controller, wall mount, LCC stainless steel pump, pressure transducer, pressure gauge, 11/4" bronze tank tee, controller and motor are pre- wired. Flows to 70 GPM. * 1 HP available in 115 volt models. ** Tank not included. 0 ITT GOULDS PUMPS Residential and Commercial Water Systems AQUABOOST 11 SYSTEM SELECTION PSI BOOST 2 -10 GPM 20 GPM 30 GPM 40 GPM 50 GPM 60 GPM 70 GPM 80 GPM 90 GPM 100 GPM 20 1 3 3 5 5 9 9 9 10 10 25 1 3 3 6 9 9 9 10 10 10 30 1 3 3 6 9 10 10 10 1 10 10 35 1 3 3 6 6 10 10 10 10 10 40 1 3 3 6 7 10 10 10 10 10 45 1 3 3 6 8 10 10 1 10 10 10 50 1 3 4 7 8 10 10 10 10 55 1 3 4 7 8 10 10 60 1 4 7 8 8 65 2 4 7 8 8 70 2 4 8 8 75 4 4 8 80 4 *1 1AB2LB1035 (1 HP, stainless steel pump, l" discharge, 1' /a" suction) *2 1 AB21 HM1 E2DO (1 HP, stainless steel pump, l" discharge, 11/4" suction) *3 1AB22HMIE2DO (1 HP, stainless steel pump, 1" discharge, 11/4 "suction) 4 2AB22HM1 F2 E0 (1'/: HP stainless steel pump, 1" discharge, 11/4" suction) 5 1 2AB21 MCI F2B2 (11/: HP, cast iron pump, 1" discharge, 11/4" suction) 6 2AB21 MC1 G2A2 (2 HP cast iron pump, l" discharge, 11/4" suction) 7 3AB2LC81 H2D0 (3 HP stainless steel pump, 1 "discharge, 11/4" suction) 8 5AB2LCC1J2D0 (5 HP, stainless steel pump, 1" discharge, 1Y :" suction) 9 2AB22MCI G2D2 (2 HP, cast iron pump, 11/4" discharge, 1'h" suction) 10 5AB22MCIJ2K2 (5 HP cast iron pump, 11/4" discharge, 1'A" suction) * 1 HP available in 11 S volt input models. See Price Pages. Items # 8 and # 10 do not include tank. Recommend at least 13 gallon volume bladder tank. NOTE: PSI is boosting pressure, NOT total system pressure. 3 0 ITT GOULDS PUMPS Residential and Commercial Water Systems AQWWOOST CONTROLLER FEATURES Input Power"- 208 -230V ±15 °k, single phase (controller only) Output Power — Up to 230V three phase (based on input voltage). Motor rated for 208 -230V, ±10%. Maximum Output Current -- 4.2 amps –1AB2 (1 HP) — 6.9 amps – 2AB2 (2 HP) Input Controls — Up and down buttons to set pressure. Signal Lights — Power on, pump running, inverter stopped, pump stopped, standby, Wttslerrors. Electrical Efficiency — Over 95% at full load Protection Against — Short circuit, under voltage, overload, motor temperature, dead heading, run out suction loss, sensor fault, bound pump, over voltage, static discharge. Nate: Suction loWrun out is set for minimum 10 psi at discharge! Ambient Temperature — 34° F to 104° F Maximum Humidity — 95% at 104° F, non - condensing Air Pollution — Avoid mounting in areas with exces- sive dust, adds, corrosives and salts. Approvals — & ( E Controller Enclosure — Outdoor, NEMA 3R, IP 43 (Rain - tight) Mounting — Wall mount with mounting hardware. Cooling — Convection with cast aluminum heat sink. — 3 HP 5 HP with temp. fan. Transducer— 0.5 - 4.5 VDC with 5 VDC power supply, 100 psi range, 804nch 3 -wire shielded cable. Input Wire — 5 feet of 14,10 or 8 gauge cable. Depending on site, cable is pre -wired to controller and motor conduit box. Output Wire —10 feet of 14 gauge cable. Cable is pre - wired to controller and pump motor (when provided). `Low input voltage may affect motor operation. 1 AB2 (114 30) 2A62 450 (8.38) (57.15) 33 2.25 Cl (29 534) (232 56) 9.16 j'- - 65 (157.90) 6.22 (81.28) 3.20 35 36) I 533 llJ (9906) I 3.90 _I (2590% 10Z (293) 0 ,q %d Tight (148 PRESSURE RANGE Nominal Range — Field adjustable from 20 - 80 psi, total system pressure. AWARNING DO NOT SET REQUIRED SYSTEM PRESSURE ABOVE 80 PSI. SEVERE DAMAGE TO PLUMBING COULD RESULT PLUMB RELIEF VALVE OUTSIDE OR DRAIN. <& ITT GOULDS PUMPS Residential and Commercial Water Systems SUGGESTED AQUABOOST INSTALLATION FOR MUNICIPAL WATER SYSTEM Home Supply Water Main Check Valves Circuit Breaker Isolation Valve Aqua Boost Control Disconnect Figure 1 Tank Gauge Relief f Unions � s! Check Valves To Drain -. Ia SUGGESTED AQUABOOST INSTALLATION FOR WELL PUMP SYSTEM Home Supply Well supply Check Valves Circuit Breaker Isolation Valve AquaBoost Control Atmospheric Storage Tank Disconnect+i . .- Unions Figure 1 Tank Gauge..._..__ Relief �t Check Valves To Drain -.a. 5 Jl Fol ITT METERS x g 0 0 MEtr:RS 0 x 0 Q O so 0L 0 FEET 150 140 130 120 110 100 90 80 TO 60 50 40 30 20 10'. 0 GOULDS PUMPS Residential and Commercial Water Systems ► . = = = =I �:w�%�. ' iii +�..I iii=====_. iii= man IA ==xmul■lr ...-=.:=5.'==.=i dd, 'M_____mo_ r�� ====___ =g i ii iiroun immumii i 0 5 10 15 20 - -- 25 — 30 u S GPM t 1 , i i r # , 0 f 2 3 4 5 6 7 4whr CAPACITY 0 2 3 4 5 mtfir CArAQIY (Q1 6 Indicates 1 MCt F280 pump with 53/4" diameter impeger. NOTE: Operation beyond pictured range. may overload m0miler and cause shutdown. n4v ITT METERS PSI FEET 90 so- loo- 90- 60 80 D 50 70 O 40 60 ~ So 30 40 20 30 20 f 10 o 0 0 GOULDS PUMPS Residential and Commercial Water Systems ■Cil� ■ ■��i ■ ■ ■ ■ ■O■■ ■■■■■■■■■ ■■■ Ell MEMEM 00 OEM ME N'NMMMMM ■ ■� \_ ■� I ■■■ ■J■■■ ■ri ■■■ U > IV ID AU L] ]V ]13 4u Ul OYM 1 I 1 1 1 I 1 1 I 1 1 0 1 2 3 4 5 6 7 8 9 .11hr 10 CAPACITY 01 Curve represents pump model 1HM1E2D0. ® Curve represents pump model 2HM1 E200. OO Curve represents pump model 2HMIF2E0. 7 60 W 20 a i g r**.. ITT Ff10 200 190 180 170 z 160 0-150 0 140 130 v 120 110 100 Q 90 g 80 0 70 60 50 40 30 10 10 0 FEET 42 88 84 80 76 = 72 t 68 64 60 x 56 V 52 48 > 44 a 40 36 0 32 ~ 28 24 20 16 12 8 4 GOULDS PUMPS Residential and Commercial Water Systems i f 1 1 1 1 i I 1_ 1 0 4 8 12 16 20 24 28 32 36 40 44 48 62 56 60 US GPM CAPACrlY 3550 RPM MCC Stainless Steel Variable Speed Constant Pressure System MODEL: 2AB22MC1G2D2 2 STAGE PUMP 4.62' DIAM. IMP. 3150 2625 .1775 I 1 ! ! I.. I 1 L 1 I f I I I I f L_ I, I I I L i 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 US GPM CAPACITY NOTE: Curves indicate boost pressure. a n4v ITT FEET 140 130 110 0 110 n 100 90 v 80 70 v 60 50 40 30 20 10 FEET 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 1775 GOULDS PUMPS Residential and Commercial Water Systems Constant Pressure System MODEL SAB22MC112K2 2 STAGE PUMP 59.3% EFF L L i A i i r i i L i I_ i i i 0 10 20 30 40 50 60 70 80 90 100 110 120 130 US GPM CAPACITY 3550 RPM 3150 52.7% 2625 1775 LC Stainless Steel Variable Speed Constant Pressure System MODEL: SAB2LCC1J2D0 2 STAGE PUMP 5.19• DIAM. IMP. 1 I 1 I I I I I l I 1 i L I I 1 1 I I l I 11 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 Us GPM CAPACITY NOTE: Curves indicate boost pressure. 9 <& ITT DIMENSIONS GOULDS PUMPS Residential and Commercial Water Systems LB PUMP (LB1035) WITH TANK AND TEE Capacities — to 15 GPM Rotation — Right hand clockwise, viewed from motor end Materials — 304 stainless steel casing Noryl impeller Motor --- 1 HP ODE Three Phase, 208- 230/460V Overload protection, starters, heaters not required Dimensions are in inches. Pipe Connections —1 x 1'/4 NPT Maximum temperature of Water -1200 F NOTE: Tank Liquid Temperature limit is 1200 F Pump Liquid Temperature Limit is 1400 F Maximum System Working Pressure — 85 psi Seal — Carbon / Silicon Carbide / EPR Approximate Packaged Shipping Weight — SS lbs. 10 2.78 14.43 �° NPT PLUG PRESSURE GAUGE PO RT �, NPT V6P TANK ✓ W NPT VSDUCER NPT DISL?IARGE 1 NPT MALE �9T FEMALE 18.43 1h - 14 NPSM CONDOR SUCTION 1 '/a' NPT CONNECTION GDP MOTORS FEMALE 14.31 i -- ._.------- -._..0 .-6310 ` 10 (12 GA7 100— p &09 Approximate Packaged Shipping Weight — SS lbs. 10 Lam, ITT GOULDS PUMPS Residential and Commercial Water Systems DIMENSIONS MCC PUMP (I MCI G2A2 AND 1 MCI F282) WITH TANK AND TEE Capacity — to 32 GPM (1 MC1 G2A2) — to 27 GPM (1 MC1 1`2132) Rotation — Right hand clockwise, viewed from motor end Materials — Cast iron casing 316 stainless steel impeller Motor — 1'/2 HP ODP Three Phase, 208- 230/46OV — 2 HP ODP Three Phase, 208- 23O/46OV Overload protection, starters; heaters not required Dimensions are in inches. I 6 25 _ 450 — 1A" NPT DRAIN PLUG 6.75 TRANSDUCER PORT +h' NPT Pipe Connections —1 x 1'/4 NPT Maximum Temperature of Water —1200 F NOTE: Tank Liquid Temperature Limit is 120° F Pump Liquid Temperature Limit is 2120 F Maximum System Working Pressure — 85 psi Seal — Carbon / Silicon Carbide / EPR I +A" NPT PLUG �,� 2.00 I— DISCHARGE 1' NPT MALE W NPT FEMALE 1987 1 . wrnorr- ) 1 +/�- NPT FEMALE 15 75 Approximate Packaged Shipping Weight — 75 lbs. 11 7S 4.58 PRESSURE GAUGE VGPTANK PORT Vi' NPT f _3/a' NPt T2.22 � +A • 14 NPSM CONDUIT CONNECTION ODP MOTORS — — - - -- ---- 6310 67S 10 (12 GA) 4 SLOTS LENGTHWISE .34 X SO LONG <& ITT DIMENSIONS GOULDS PUMPS Residential and Commercial Water Systems HMS PUMPS (1 HMtE2DQ, 2HM1 E2DO) A Capacities — to 20 GPM (1 HM) Pipe Connections —1 x 11/4 NPT to 38 GPM (2HM4/2HM5) Maximum Temperature of Water -1200 F Rotation — Right hand clockwise, viewed NOTE: Tank liquid Temperature Limit is 1200 F from motor end Pump liquid Temperature limit is 2120 F Materials — 316L stainless steel for all liquid Maximum System Working Pressure — 85 psi handling components Seal — Carbon / Silicon Carbide / EPR Motor — 1 HP ODP Three Phase,208- 230/460V (1 HM12HM4) — 1.5 HP, ODP Three Phase,208- 230/460V (2HMS5) Overload protection, starters, heaters not required. Dimensions are in inches. — PRESSURE GAUGE PORT 1/4' NPT V6P TANK 3/4' NF7 TRANSDUCER 1/2" NF PORT 1/4" NPT PLUG �-- DISCHARGE 1 ° NPT MALE 16.75 3/4" NPT FEMALE I MAX FILL PLUG 1212 t 50 AQUABOOST A 0 MAX MOUNTING 1AB22HM1E2D0 4,94 10.75 11.62 View B 1AB21HM1E2D0 1/2 14 NPSM 10.75 CONDUIT View CONNECTION �— L 4 94 ODP MOTORS 4e• NPT View UCTION 7,25 4 SLOTS LENGTHWISE 34 X 72 ON CENTER RUG AQUABOOST A L C MOUNTING 1AB22HM1E2D0 5.75 10.75 11.62 View B 1AB21HM1E2D0 5.75 10.75 1112 View 2AB22HMIF2E0 6.73 11.75 11.62 View 12 Approximate Packaged Shipping Weight — 551bs. 'i:'. �'`y r tr.,��-i'p� �'ZJ,` .y3R?�?r',��' 'air ."'!;'.,..i �•�1.., �. uP;i � ?.'1 ;� '�''''r ��!srs� „.'i) 40 criteria, the largest volume of water required for fire fighting was identified within each pressure zone (based on the land use in that zone and the flow rates and durations from Table 7.3). The resulting fire flow volumes are shown in Table 10.1 Table 10.1 Storage Requirements for Fire Storage 2005 Domestic Water System Master Plan Yorba Linda Water District Minimum Flow Required Fire Required Duration Storage -.. .. Single Family Residential 1,500 2 0.18 Multi- Family Residential 2,500 2 0.30 Commercial 2,500 3 0.45 Public Facilities /Schools 3,500 3 0.63 Industrial 5,000 4 1.20 Hospital (Linda Vista) 5,000 4 1.20 the District's common practice is to maintain sufficient fire flow storage within each pressure zone to fight one fire in each zone simultaneously Therefore, fire flow storage from a reservoir in an upper zone was not credited to lower zones unless the lower zone had no other storage available. The lowest fire flow volume, 0.18 MG, is the result of a 1,500 gpm fire for a duration of 2 hours (single - family residential land use). A fire flow of 5,000 gpm for a duration of 4 hours resulted in the largest volume of 1.20 MG (industrial land use or a hospital). During discussions with the District on storage required to fight fire, it was noted that the District does not intend to provide storage to fight brush or wild fires. it was also noted that the volume of water required to fight fires of this type is significantly beyond the capacity of the District to provide. Therefore, the storage requirements identified in this Master Plan Report do not include any allocation for fighting brush fires or wild fires. 10.3.3 Emergency Storage Emergency storage is a dedicated source of water that can be used as a backup supply in the event a major supply is interrupted. This can be provided by water from a second independent source, by water stored in reservoirs, or a combination of both. The District has built a significant amount of redundancy into the distribution system, both in terms of supply sources and power supplies for wells and booster stations. Therefore, numerous Iscenarios could be considered to evaluate the necessary emergency storage. For example, a major earthquake could cause a loss of a MWD pipeline and a system -wide loss of electricity, or it could cause the loss of one -half of the District's wells and a system -wide loss of the natural gas supply. However, it may not be realistic or feasible to plan for a loss of all sources of supply and simultaneous losses of all electricity and natural gas supplies. H ICIienAYorbaLinda SAO%M6853AOOtiRptUasterPlan1ChIO doe 1 In addition, the appropriate criteria used to determine the emergency storage requirements may vary from one zone to another. For example, in an isolated zone with only one source of supply (e.g., one booster station, one PRV, or one well), it may be realistic to plan for a 7 -day period with no water coming into the zone; however, in a zone with a significant amount of redundancy, this scenario may not be realistic. On June 23, 2004, the District and Carollo Engineers (Carollo) conducted a workshop to evaluate the alternative emergency scenarios for use in the District's storage analysis. A number of potential scenarios were presented for consideration. Following the workshop, the District staff reviewed these scenarios and established a set of criteria to use as a basis for establishing the emergency storage requirements for each zone. District staff established the following criteria by determining the realistic emergency scenarios that may occur District -wide or within any pressure zone: District -Wide Emergencies: - The loss of all MWD supplies and loss of the two largest wells for 7 days of average day demands (ADD). - The loss of all groundwater supplies for 7 days of ADD. - The loss of electricity for 2 days of maximum day demands (MDD). 0 - The loss of natural gas for 2 days of MDD. Pressure Zone Specific Emergencies: Zones with only one supply source lose this source for 5 days of ADD Zones with multiple supply sources lose the largest source for 5 days of ADD. Zones with multiple supply sources lose the two largest sources for 3 days of ADD. The emergency storage required for each pressure zone was based on the most severe of the criteria identified above. 10.4 STORAGE ANALYSIS A complex spreadsheet model was developed to analyze the the District's storage requirements on a zone -by -zone basis. This spreadsheet model provides the capability to analyze ADD and MDD demand periods, existing and future years, various supply alternatives, and numerous emergency scenarios. Based on the demands within each zone and the supplies and booster facilities that are operating, the model calculates the water used within each zone, the water pumped into and out of the zone, and the water that enters and leaves the zone through pressure reducing stations. The movement of water between zones is controlled by the demand within each zone and the physical limitations of H: 1ClientlYorbaLinde_ SAOW16853AO0 1RptlMasterPlanlChlO doc the existing pumps and valves. The model then determines the amount of operational, fire flow, and emergency storage required by zone. The emergency storage requirement is based on the selected emergency scenario and the duration of the event (e.g., 7 average days, 3 maximum days, etc.). The total required storage is then compared to the existing storage requirements, and the storage deficit or excess within each zone is presented. Using the storage analysis model, analyses were conducted for the years 2005, 2010, and 2020 for the emergency scenarios presented in Section 10.3.3. These studies included upgrades currently planned for the the District system. The following improvements are included in the storage analysis model for the planning years listed below: 2005 Improvements: A second Bastanchury Booster Pumping Station (BPS) will be constructed. The pumps will have a capacity of 2,000 gpm (electric pumps) and a backup capacity of 1,400 gpm (natural gas pump). This project is scheduled for late 2006. Highland BPS capacity increased from 3,200 gpm to 5,200 gpm (electric pumps). • 2010 Improvements: - Zones 780 -1 (4A), 780 -2 (4B), and 780 -3 (4C) are hydraulically connected. - OC -51 capacity increases from 10 cfs to 22 cfs. - Well 19 is operational. - Highland BPS capacity increases from 5,200 gpm to 7,200 gpm (electric pumps). - Palm Avenue BPS capacity increases from 1,250 gpm to 3,000 gpm (electric pumps). - Pacific Holding BPS is operational with a capacity of 146 gpm. - A new 8.0 MG buried concrete reservoir is built to replace the existing steel tanks at Bastanchury Reservoir This project is estimated to occur in 2007 An additional 4.0 MG buried concrete reservoir will be operational by 2010. - The Quarterhorse Reservoir Expansion is complete, increasing the total storage volume from 3.75 MG to 7.25 MG. - The original Bastanchury BPS is replaced, increasing the capacity from 800 gpm to 2,000 gpm (electric pumps), and decreasing the backup capacity from 1,500 gpm to 1,400 gpm (natural gas pumps). f 0 2020 Improvements: - Pacific Holding BPS capacity increases from 146 gpm to 605 gpm. H.V CbentlYorbaLinda _SAOW16653A001Rpt1MaslerPlanlCh 1 0.doc Water Conservation Investigation Report For- King Family/Yorba Linda Outpost Development, LLC Tract 16488, Yorba Linda, California October 26, 2009 The purpose of this report is to investigate the possibility of creating water savings through permanent water conservation measures to offset requirements by Yorba Linda Water District for emergency water storage. The first step is to determine accurate estimates of the water use in question. Based upon the 2005 "Domestic Water System Master Plan ", the 1978 "Water Master Plan" the site area of 20.01 acres would have a water usage of 1.5 acre -feet per acre per year However since a great portion of the Project is non - irrigated slope area, a more accurate measure would be to take these same parameters and separate out the "non- irrigated" areas and assign an accurate value to the areas that actually would have a water usage. The following is our water usage calculation: KING TRACT 16488: (Total Site = 871,607 sq.ft. / 20.01 Acres) The 20.01 acres consists of the following: • 6.55 acres (285,450 sq. ft.) of irrigated common areas and "Zone B" Fuel Modification area slopes • 3.41 acres (148,500 sq. ft.) of Lots 1 -11 actual "Pad" areas • = 9.96 acres irrigated • 10.05 acres of non - irrigated undisturbed hillside area (Deed restrictions will be imposed on Lot 1 -11 to eliminate Irrigation, on this 10.05 acre slope area) 9.96 acres irrigated X 1.5 = 14.94 acre -feet X 325,851 = 4,868,213 gallons per year 13,337 gallons daily YLWD storage requirements: • 7 days Average Daily Demand @ 13,337.56 x 7 = 93,362 gallons • + 1 day Maximum Daily Demand (ADD X 1 48) = 19,739 gallons Total required storage = 113,102 gallons =ITY OF BREA CHINO HILLS STATE PARK ST. CLAIR / S & S -PROPERTY OF PLACENTIA CITY OF ANAHE=IM wwE-1 29@' -320' am-3 rs-n 011-970, am-2 321' -450' 216E -5 rD -28 871' -1065' 2611E -3 4S1' -S:D' am -6 901' -12m, M11e -3 10 -2 320' -580' 0 26UE -6 r6 -2t 781' - 11015' 26M 4 581' -610' ® 200E-6 ro -2o I%V A275' MK-S m -1 01' -900' YQRBA LINDA WATER DISTRICT zone Boundaries The storage needs for the District are summarized in Tables 10.2, 10.3, and 10.4 on the following pages for the years 2005, 2010, and 2020, respectively. A brief discussion of the storage analysis for each pressure zone is presented in the sections, which follow the Storage Analysis Tables. 10.4.1 Storage Analysis Discussion 10.4.1.1 Zone 1390 (6C) This pressure zone does not currently have a storage reservoir. However, this is the area that will be served by the proposed Hidden Hills Reservoir (scheduled for construction before 2010). The storage analysis for 2005 identifies a need for 0.18 MG for fire storage, 0.37 MG for operational storage, and 1.26 MG for emergency storage. The total storage needed in Zone 1390 is about 1.81 MG. The storage required for 2020 is only slightly higher, The storage needs identified for Zone 1390 (6C) also include the needs for Zone 1133 (6D). It is recommended that the proposed Hidden Hills Reservoir be constructed with a nominal volume of 2.0 MG to serve Zones 1390 (6C) and 1133 (6D). 10.4.1.2 Zone 1300 (6B) This pressure zone is currently served by the Chino Hills Reservoir. The volume of the existing storage facility is 0.50 MG. Storage from this zone is also used to supply Zone 1160 (6A). The storage analysis for all three study periods identifies a need for 0.18 MG for fire storage, 0.74 MG for operational storage, and 2.50 MG for emergency storage. The total storage identified as required is 3.42 MG. This results in a deficit of 2.92 MG. However, due to the difficulty in obtaining land to expand the existing reservoir, it is recommended that the District purchase a portable pump to serve as a backup to the existing Timber Ridge Booster Station, reallocate the existing storage in Chino Hills to provide all of the fire storage needed, and split the remainder between operational storage and emergency storage. The portable pump should be capable of pumping MDD for 2020 (334 gpm) from Zone 1000 (513) to Zone 1300 (613). The storage should be reallocated as follows: 0.18 MG for fire storage, 0.16 MG for operational storage, and 0.16 MG for emergency storage. Based on the estimated 2020 demands, this will provide about 11.8 hours of ADD and 8.0 hours during MDD. Maintaining a portable pump ready for use will enable the District staff to quickly respond to an emergency. 10.4.1.3 Zone 1300 (6E) This area is the proposed development area known as Pacific Holding. It is currently undeveloped, and therefore, it has no storage needs for 2005. By 2010, it is expected that the area will be partially developed. The storage needs for 2010 are shown in Table 10.3 as 1.1 MG. By the year 2020, the storage needs increase to 4.0 MG. It may be possible to reduce the required volume through the addition of a redundant booster station. However, without additional information and firm development plans, this is a reasonable estimate of . the required storage for this proposed development, H:\Clienl\YorbaLinda—SAOM6853AOD\Rpt\MasterPIan lCh 10.doc The Board of Directors approved the annexation of ID Nos. 1 and 2 in May and June of 1978, respectively. In June 1978, voters in both Improvement Districts authorized issuance of general obligation bonds to finance construction of production, storage, and transmission, or "backbone" facilities. To date, ID No. 1 has issued two series of general obligation bonds and one series of refunding bonds. ID No. 2 has issued three series of general obligation bonds and two series of refunding bonds. 3.4.1 Western Service Area The WSA covers approximately 5,800 acres of the older section of the District lying generally between Valencia Avenue in the City of Placentia and Fairmont Boulevard in the City of Yorba Linda. This land has been under development since the establishment of the Yorba Linda Water Company in 1909. It is approximately 95 percent developed. Remaining open land will be developed with in -fill projects consisting primarily of single- family dwellings. 3.4.2 Improvement District Number 1 ID No. 1 covers approximately 4,300 acres. This area lies generally east of Fairmont Boulevard, north of Esperanza Road and west of Hidden Hills Road. It was formed in June 1978 by a vote of the electorate living in the area at the time. The sole purpose of ID No. 1 was to define an area of benefit and use general obligation bonds to finance construction of production, storage, and transmission facilities for this area. Construction of homes began in late 1978 with the first occupancies beginning in the spring of 1979. 3.4.3 Improvement District Number 2 ID No. 2 covers approximately 3,500 acres, generally east of Hidden Hills Road and north of the Santa Ana River, and extends to the Orange /San Bernardino County Line. ID No. 2 was also formed in June 1978 by a vote of the electorate living in the area at the time. The sole purpose of ID No. 2 was to define an area of benefit and use general obligation bonds to finance construction of production, storage and transmission facilities for this area. Construction of homes began in 1981, with the first occupancies beginning in the spring of 1982. 3.4.4 Annexations During the upcoming 5 -year period, the District anticipates annexation and development of properties owned by Shapell Industries, Inc. These developments will be annexed into the Western Service Area. These properties are within the District's sphere of influence established by the Orange County Local Agency Formation Commission. Each annexation is carefully analyzed to ensure the development pays its own way without subsidy from existing customers. Annexations to the District will be processed and administered in accordance with established District policies. The proposed annexation area is shown in H:% ClientlYorbaLinda _SAOVV16663AOOIRpllMasterPla n1Ch03.doc Table 8.9 Estimated Costs for Recommended Facilities to Improve Operations 2005 Domestic Water System Master Plan Yorba Linda Water District 11 Construct a Zone 5 booster station to 1,650 gpm BPS $690,000 pump 1,650 gpm from Zone 920 (5A) 1,500 If of 12" pipe 270.000 into Zone 1000 (58). Also requires $960,000 1,500 If of 12" pipe to provide water from Quarterhorse Reservoir near Fairmont Booster Station. Total Estimated Costs $24,133,000 1 Notes: (1) Estimated Project Costs are based on February 2005 dollars and include estimated engineering, legal, and administrative costs and a contingency. 8.8.4 Development Driven Facilities Most of the remaining undeveloped lands left in the District's service area are along the north edge in the higher pressure zones. Most of the facilities required to provide water service to these proposed development projects is either already in place or will be constructed by the developer when the project is built. This. primarily involves the construction of pipelines and in some cases additional storage facilities. One exception to this is the Pacific Holding Development. The Pacific Holding Development (Murdock Property) does not have existing storage or pumping capacity to utilize. However, since this proposed development project is within Improvement District No. 1, the District is obligated to provide backbone facilities. Based on the projected water demands for this development, 409 -gpm ADD and 605 -gpm MDD, a 4.0 -MG reservoir, a 900 -gpm booster station, and about 10,000 feet of 12 -inch backbone transmission main will be required. The estimated project costs for the booster station are $436,000. The pipeline is estimated to have a project cost of $1.8 million. The project costs for the proposed reservoir are estimated at $6.0 million (see Chapter 10 for cost assumptions). Table 8.10 summarizes these development driven facility costs. H:IClientYorbaLi nda _SAOVVM53A00%R ptlMasterPlan1ChO8. doc I' (This language will also be included in the Notice of Annexation to Association's Declaration of Covenants, Conditions and Restrictions and Reservation of Easements (California law now requires a seller to provide such documents to a buyer). The Kings also agree to add the above language as a stand alone addendum to their Purchase and Sale Agreement — Each buyer will be required to initial the Addendum, a copy of which can be provided to the District.) Recording Requested By and When Recorded Return To: Yorba Linda Water District PO Box 309 Yorba Linda, CA 92885 This certifies that this Declaration of Restrictive Covenants is presented for recording under the provisions of California Government Code Section 6103 by the Yorba Linda Water District in performance of and official service thereof. Secretary SPACE ABOVE THIS LINE FOR RECORDER'S USE DISCLOSURE AND DECLARATION OF RESTRICTIONS REGARDING WATER SERVICE This Disclosure and Declaration of Restrictions regarding water service is entered is entered between YORBA LINDA WATER DISTRICT ( "YLWD "), a local public agency, created and operating under authority of Division 12 of the California Water Code and YORBA LINDA OUTPOST DEVELOPMENT, LLC, ( "Yorba") owner of certain real property located at Tract No. 16488, Yorba Linda, California 92886 (hereinafter referred to as "Subject Property" or "Burdened Property "), and which is more particularly described on EXHIBIT A: DISCLOSURE Low Water Pressure: This Lot has been developed on top of a hill, in a location where there is low ambient water pressure. Water pressure for irrigation or other domestic purposes, although legally sufficient, may not be considered suitable by the Owner of a Lot for particular purposes and preferences. Yorba hereby restricts construction of a residence on a Lot within the Subject Property absent installation and maintenance of an operable water pressure booster pump. THE YORBA LINDA WATER DISTRICT IS NOT RESPONSIBLE FOR THE INSTALLATION, REPAIR OR REPLACEMENT OF THE WATER PRESSURE PUMP ON THIS LOT OR FOR THE LOW WATER PRESSURE RESULTING IF SUCH PUMP FAILS TO OPERATE. DECLARATION OF RESTRICTIONS 1) Running with the Land. This Agreement constitutes a covenant running with the land pursuant to California Civil Code Section 1468 and binds all successive owners ( "Successor Owners ") of the Subject Property, burdens the Subject Property and any easements located thereon and benefits the YLWD and any successor entity of the YLWD. 2) Installation of Pressure Booster Pumps. Each Successor Owner, as part of construction of a residence on a Lot within the Subject Property, is required to install a private water pressure pump to supplement water pressure within the residence and irrigation serving the residence. Yorba or Successor Owners may install, maintain or replace any Pumps or other facilities which are convenient or necessary, as determined at the sole discretion of Successor Owner. 2) Specification of Water Pressure Booster Pump. The water pump installed must be superior to the WIDGET 1000 (YLWD can specify pump curves, models, manufactures, pressures, etc.) or its equivalent.) 3) Ownership and Maintenance. This water pressure pump is privately owned by the Successor Owner. Each Successor Owner, and their successors in interest, is solely responsible for the maintenance, repair and replacement of the water pressure pump installed on this Lot. Successor Owner accept full responsibility for the maintenance, upkeep and repair of any and all such facilities to be installed, and shall not at any time call upon YLWD to perform any such maintenance, upkeep or repair. 4) Fire Protection. Yorba or Successor Owners using increased water pressure from the Pumps on each of the lots contained on the Subject Property for any purpose or the purpose of supporting private residential fire suppression systems mandated by the OCFA accept full responsibility for the maintenance, upkeep and repair of any and all such facilities necessary for such purposes. 5) No Representations or Warranties. YLWD has not performed any tests, evaluations or surveys of any kind to determine if the facilities installed by Successor Owner, including but not limited to the pumps, are appropriate for their intended purpose. YLWD makes no representations, either express or implied, regarding the propriety of using Pumps or any other facilities on the Subject Property. 6) Hold Harmless. Yorba and Successor Owner agree that YLWD shall be held harmless from and against any and all liability, claims, judgments, suits, or demands for damages to person or property arising out of, resulting from, or relating to Pumps or facilities installed by Successor Owner for the purpose of increasing water pressure on the Subject Property, regardless of use, as provided by California Government Code Sections 810, et. seq., including, but not limited to California Government Code Sections 850.4 and 850.2. 7) Covenant Not to Sue. YLWD further desires from Yorba, and all Successor Owners, an agreement and covenant not to sue YLWD for any claim, injury or occurrence related to water pressure, Successor Owner installed Pumps, the condition of fire protection or fire fighting equipment or facilities, or for any injury caused in fighting fires or any injury resulting from the failure to provide or maintain sufficient personnel, equipment or other fire protection facilities. 2 Yorba and all Successor Owners hereby covenant and agree that Yorba, and all Successor Owners of the Subject Property will not sue or litigate any claim, or claims, of any nature or description, against YLWD, for or on account of any injuries or damages which they have, or may thereafter have, on account of water pressure, maintenance, upkeep and repair of the Pumps, or any use thereof or aforementioned, and does hereby covenant and agree to hold YLWD and all of them harmless from any liability, claims, demands, costs, attorney fees, charges, and expense incident to any such claim or claims, or the injuries sustained as a result thereof. 8) Not A Waiver. It is further agreed, that Yorba, and all Successor Owners, do not in any manner or respect waive or relinquish any claim, or claims, against any other persons, firms, or corporations, than are herein specifically named, and it is further understood by Yorba, and all Successor Owners, that YLWD does not in any manner, or to any extent, admit any liability or responsibility for the abovementioned use of water pressure, maintenance, upkeep and repair of the Pumps, or any use thereof, or the consequences thereof, and that the execution of this document shall not be in any manner construed contrary to the provisions of this paragraph as herein specified. APPROVED AS TO FORM: YORBA LINDA WATER DISTRICT: Arthur G. Kidmati William R. Mills, President General Counsel to YLWD Yorba Linda Outpost Development, LLC a California limited liability company Andrew King, Manager Secretary EXHIBIT A Lots 1 through 11 of Tract No. 16488, in the City of Yorba Linda, County of ' Orange, State of California, as per Map recorded as Instrument No. in Book _, pages _ through _ of Miscellaneous ' Maps. :I J o 0 IMPORTANT NOTICE DO NOT REMOVE This water pressure pump is privately owned by the homeowner it benefits. Without this water pressure pump, the owner of this residence will likely suffer from low water pressure. Maintenance, repair, and replacement of this pump, and any related hardware, is solely the responsibility of the homeowner. The Yorba Linda Water District is NOT responsible for maintenance, repair or replacement of this water pressure pump, or for the low water pressure resulting if such pump fails to operate. ISTAMPED METAL PLATE 7 in. X 4in O Meeting Date: To: From: Presented By: Prepared By: Subject: SUMMARY: AGENDA REPORT November 5, 2009 Planning-Engineering- Operations Committee Pat Grady, Assistant General Manager Steve Conklin, Engineering Manager Earl Hamanaka, Engineering Tech II Budgeted: Funding Source: Job No: Dept: Reviewed by Legal: CEQA Compliance: ITEM NO. 2.2 N/A Developer Funded 200919 Engineering N/A N/A Terms and Conditions for Sewer and Water Service with Hadi Atail, Parcel Map 2007 -196 Hadi Atail is proposing to subdivide his property into three residential lots within the District's Western Service Area. The project consists of approximately 1.9 acres fronting Ohio Street, south of Buena Vista Avenue. The project site presently has a single - family home that will be demolished to accommodate the proposed three -lot residential development. An exhibit depicting the project location, existing water services and proposed sewer improvements is attached for your reference. STAFF RECOMMENDATION: That the Planning- Engineering- Operations Committee recommend the Board of Directors approve the Terms and Conditions for Sewer and Water Service with Hadi Atail for a three -lot residential development, Parcel Map 2007 -196, Job No. 200919. DISCUSSION: This project is located within Drainage Area "1" of the District's Sewer Service Area. The District does not have an existing sewer main in Ohio Street fronting the proposed project. Staff has reviewed the sewer master plan for this area and will require the applicant to extend a sewer main approximately 400 feet, from Linda Verde Street westerly to serve the project. The existing sewer main in Linda Verde Street is adequate in size to meet the demands of this project. As for water service, Orange County Fire Authority (OCFA) has reviewed the applicant's plan showing fire hydrant locations. OCFA has determined that the existing fire hydrants in the vicinity of this project are within the required range, and that no additional fire hydrants are required. However, OCFA will condition the applicant to install fire sprinkler facilities in each new residence constructed in the future. The applicant will utilize the two existing water services that are presently servicing the existing residence for two of the proposed residences, and a new service will be installed for the third planned residence, if and when it is constructed. The water meter for the proposed third service would be installed at Ohio Street and the owner /developer would be responsible to construct a private water line in the private driveway from the meter to the new residence. The applicant will be required to comply with the District's Standard Terms and Conditions for Sewer and Single Water Service. The Terms and Conditions for Sewer and Single Water Service with Hadi Atail, Parcel Map 2007 -196 are attached for your consideration. ATTACHMENTS: Name: Description: Atail_Exhibit.pdf Exhibit Type: Backup Material T C .doc Terms and Conditions for Sewer and Single Water Backup Material Service PARCEL 1 �• °° DWY �•'f y y'� °1° PARCEL 2 DWY EX. HOUSE TO BE DEMOLISHED -a •� x �, R1 PARCEL 3 .�•` N Q �. �Q BUENA VISTA s V e a r� O � v w U4 ?y�0 PRR�VU 'DR S y4Rrsr ORCw'R0 oR rlLAN, IS 1' I II FI w I V� E w EX, WATER SERVICES f�~ I 7.i i EX. — ' E X I ; I " �I© I! f� LINDA VERDE STREET X. SEWER MAIN .8" WATER MAIN! Date: November 12, 2009 YORBA LINDA WATER DISTRICT TERMS AND CONDITIONS FOR SEWER AND SINGLE WATER SERVICE NAME OF APPLICANT: HADI ATAIL LOCATION OF PROJECT: WEST OF OHIO ST. AND SOUTH OF BUENA VISTA AVE. PARCEL MAP NO.: 2007 -196 JOB NO.: 200919 SEWER: 200919 LOT(S): 3 The applicant will be required to complete to the satisfaction of the District the following items that have an "X" following the number. 1) X The applicant shall provide the District with a copy of the Grant Deed or Title Report of the property to be served. 2) X The applicant shall include information deemed necessary by the District in the event the applicant is required to file a Department of Real Estate Tax Disclosure statement. 3) _ The applicant shall provide to all purchasers of the homes a statement that the home is located within Improvement District No. 1 and that the home is subject to a property tax over and above the normal 1 % Basic Tax Levy to pay for Production, Storage, and Transmission water facilities serving Improvement District No. I. 4) _ The applicant shall provide to all purchasers of the homes a statement that the home is located within Improvement District No. 2 and that the home is subject to a property tax over and above the normal 1 % Basic Tax Levy to pay for Production, Storage, and Transmission water facilities serving Improvement District No. 2. 5) X The applicant shall submit two (2) sets of the following drawings to the District for plan check processing: a) Improvement Plans b) Grading Plans c) Tract, Parcel or Vesting Map d) Landscaping Plans 6) X Improvement Plans submitted for plan check shall comply with the submittal requirements established by the YLWD Engineering Department. 7) X The applicant shall dedicate or obtain all easements deemed necessary by the District in accordance with the Rules and Regulations of the District. All easement documents shall be prepared under the supervision of and stamped by a Professional Land Surveyor or a Registered Civil Engineer (licensed prior to January 1, 1982) licensed to practice in the State of California. Page 2 of 5 NAME OF APPLICANT: HADI ATAIL LOCATION OF PROJECT: WEST OF OHIO ST. AND SOUTH OF BUENA VISTA AVE. 8) X The applicant shall provide the District with a copy of the Recorded Tract /Parcel Map(s) illustrating all District easements required by Term and Condition No. 7, prior to requesting occupancy releases. 9) _ The applicant shall prepare and process all easements to be quitclaimed by the District in accordance with the Rules and Regulations of the District. 10) X The applicant shall furnish the District with a 24 -hour emergency telephone number prior to the District's approval of the construction plans. 11) X The applicant shall notify the District 48 hours prior to initiating any work related to required or proposed improvements. 12) X The applicant shall complete a Temporary Construction Meter Permit application for all water to be used in construction work and all water used under such permit shall be taken from the approved construction meter. 13) X The applicant shall provide, per the District specifications, one complete set of "As Built" mylars and electronic copy of ACAD drawings (version 2002 or later) for the Water and /or Sewer facilities. 14) _ The applicant shall complete an Application to and Agreement for Water Service. 15) X The applicant shall pay all of the water fees as required by the Rules and Regulations of the District. 16) X The applicant shall pay meter fees associated with the installation of radio read meters for this project. 17) X The applicant shall comply with the Rules and Regulations of the Yorba Linda Water District with regard to the Rendition of Water Service. 18) _ The applicant shall comply with all provisions of the "Water and Sewer Facilities Phasing Agreement between Yorba Linda Water District and Shell Western E & P, Inc. executed on May 27, 1999, and recorded as Document No19990486356 on June 30, 1999, in the Orange County Recorder's Office. 19) X The applicant shall provide the District with a set of plans stamped and approved by the Orange County Fire Authority, or fire agency having jurisdiction, that identifies approved fire hydrant locations. Such approved plan must be submitted to the District before staff will initiate a District plan check for water improvements. 20) _ The applicant shall have all water facilities designed in accordance with the District's Water Facilities Plan, the Insurance Services Office's suggested standards contained in the "Grading Schedule of Municipal Fire Protection ", and the District's Standard Specifications. All design plans shall be prepared under the supervision of and stamped by a Registered Civil Engineer licensed to practice in the State of California. Page 3 of 5 NAME OF APPLICANT: HADI ATAIL LOCATION OF PROJECT: WEST OF OHIO ST. AND SOUTH OF BUENA VISTA AVE. 21) _ The applicant's water facilities (on -site) shall be _ owned and maintained. 22) X The applicant shall be required to conduct flow tests at their cost in the event the Orange County Fire Authority requires a flow test. A District representative shall be present to witness the flow test. 23) _ The applicant shall comply with all additional District requirements, relative to the fire protection system, fire hydrant construction and fire hydrant locations. 24) _ The applicant shall install water Sampling Station(s) in conformance with the District's Standard Plans. 25) _ The applicant shall provide a completed Surety Bond for the water facilities prior to the District signing the Water Improvement Plans. The applicant shall also provide to the District an estimate of the construction costs of the proposed water facilities. 26) _ The applicant shall install the curb and gutters a minimum of one week prior to the installation of the water main and services. 27) _ All existing water services that are not useable in the new plan shall be cut and plugged and properly abandoned at the main pipeline connection point. 28) X The applicant shall coordinate through the District all connections of new water facilities to the existing District facilities. 29) _ The applicant shall provide a written copy of the Bacteriological Report prior to occupancy releases certifying that the water meets the Health Department's requirements. 30) _ The applicant shall adjust and raise to grade all valve covers within the limits of this project. 31) X The applicant shall install a pressure regulator in all dwellings that have over 80 p.s.i. static water pressure in accordance with the appropriate building codes. 32) X The applicant shall complete a Temporary Water Permit for all water that will be used through the new water services to temporarily serve the new dwellings. 33) X The applicant shall install a District approved backflow device in connection with any private fire suppression sprinkler facilities that may be required by the Orange County Fire Authority or fire agency having jurisdiction. 34) _ The applicant shall install a reduced pressure principle backflow prevention device on all commercial buildings and landscape services. Page 4 of 5 NAME OF APPLICANT: HADI ATAIL LOCATION OF PROJECT: WEST OF OHIO ST. AND SOUTH OF BUENA VISTA AVE. 35) X The applicant shall install and provide a written test report to the District for each backflow device certifying that the backflow devices are operating properly prior to the water meters being turned on for service. 36) _ The applicant shall install and provide a written test report to the District certifying that the double check detector assembly is operating properly prior to the double check detector assembly being turned on for service. 37) X The applicant and their successors (through required disclosure by the applicant) shall provide an annual written test report to the District certifying that the backflow devices and fire detector assemblies are operating properly pursuant to the District's Backflow Prevention Program and the State of California Administrative Code, Title 17, Public Health Rules and Regulations Relating to Cross - Connections. 38) _ The applicant shall complete a Sewer Connection Application and Permit for Sewer Service. 39) X The applicant shall complete an Application to and Agreement for Sewer Service. 40) X The applicant shall comply with the Rules and Regulations of the Yorba Linda Water District with regard to the Rendition of Sanitary Sewer Service. 41) X The applicant shall pay all of the sewer fees as required by the Rules and Regulations of the District. 42) X The applicant shall have all sewer facilities designed in accordance with the District's Sewer Master Plan, applicable Sub -Area Master Plans and Standard Specifications. All design plans shall be prepared under the supervision of and stamped by a Registered Civil Engineer licensed to practice in the State of California. 43) X The applicant shall provide a completed Surety Bond for the sewer facilities prior to the District signing the Sewer Improvement Plans. The applicant shall also provide to the District an estimate of the construction costs of the proposed sewer facilities. 44) X The applicant's sewer facilities (on -site) shall be District owned and maintained. 45) X The applicant shall construct a sewer main and appurtenances in conformance with the approved plans and the District's Plans and Specifications. 46) X The applicant shall adjust and raise to grade all sewer manhole covers within the limits of this project. Page 5 of 5 NAME OF APPLICANT: HADI ATAIL LOCATION OF PROJECT: WEST OF OHIO ST. AND SOUTH OF BUENA VISTA AVE. 47) X The applicant shall install a sewer backflow prevention valve on all sewer service connections in which the pad elevations of the property being served is lower than the rim elevation of the upstream manhole. Installation of the backflow device shall comply with all requirements of the Building and Plumbing Codes of the appropriate agency having jurisdiction. 48) X The applicant shall submit a CCTV video of their sewer project as constructed per approved plans and the District's Sewer Specifications. The video of the sewer facilities shall be conducted in the presence of the District inspector and shall include stationing locations of manholes, cleanouts, wyes, laterals, backflow devices and appurtenances. 49) _ The applicant shall pay all annexation fees in accordance with Section II, B of the Facilities Phasing Agreement referenced in Terms and Condition No. 18. 50) _ The applicant shall comply with all provisions of the Settlement Agreement and Mutual Release executed on November 22, 2005. (END OF STANDARD TERMS AND CONDITIONS) PROJECT SPECIFIC TERMS AND CONDITIONS 51) X The existing 1'/" and 2" meters at the proposed 3 lot residential subdivision shall serve the lot to which they front. The applicant shall be responsible for all necessary adjustments and /or abandonments to the 1'/" and 2" water services, per approved drawings, District Standards and Specifications. A more detailed water service requirement will be identified, when the applicant makes a formal request to the District for a third water service connection. I hereby certify that the foregoing Terms and Conditions were approved at the November 12, 2009 Regular meeting of the Board of Directors of the Yorba Linda Water District. The approved Terms and Conditions shall become void six (6) months from the approval date if a formal Application to and Agreement with the Yorba Linda Water District for Sewer Service is not executed for the project under consideration. Kenneth R. Vecchiarelli General Manager Meeting Date: To: From: Presented By: Prepared By: Subject: SUMMARY: AGENDA REPORT November 5, 2009 Planning-Engineering- Operations Committee Pat Grady, Assistant General Manager Steve Conklin, Engineering Manager Earl Hamanaka, Engineering Tech II Budgeted: Funding Source: Job No: Dept: Reviewed by Legal: CEQA Compliance: ITEM NO. 2.3 N/A Developer Funded 200918 Engineering N/A N/A Terms and Conditions for Water Service with Placentia -Yorba Linda Unified School District (PYLUSD) PYLUSD is planning to construct two new buildings that will be utilized for a library and classroom facilities at its Van Buren Elementary School site. The Elementary School is located west of Van Buren Street, south of Collette Place within Pressure Zone 2 of the District's Western Service Area. An exhibit depicting the project location and proposed water service is attached for your reference. STAFF RECOMMENDATION: That the Planning- Engineering- Operations Committee recommend the Board of Directors approve the Terms and Conditions for Water Service with PYLUSD for the new library and classroom facilities at Van Buren Elementary School, Job No. 200918. DISCUSSION: The District has an existing water main in Van Buren Street fronting the Elementary School that is adequate in size and of sufficient pressure to serve the project's needs. The applicant is conditioned by the Orange County Fire Authority to provide a fire suppression system to the proposed buildings and one additional onsite fire hydrant for the proposed project. The new onsite fire hydrant will be private and the applicant is required to construct a double -check detector assembly in association with this system. As part of the onsite water facilities, the District has an existing public fire hydrant that benefits only the Elementary School site. Due to this condition, staff approached the PYLUSD to consider making this a private fire hydrant facility. PYLUSD is aware of the responsibilities of a private water facility and agreed to this condition. Therefore, staff will require that PYLUSD abandon the fire hydrant connection in Van Buren Avenue and make a new connection to the proposed private onsite water facilities. The applicant will be required to comply with the District's Standard Terms and Conditions for Water Service. The proposed Terms and Conditions for Water Service with PYLUSD are attached for your consideration. ATTACHMENTS: Jame: Description: Type: Exhibit.pdf Exhibit Backup Material T C .doc Terms and Conditions for Water Service Backup Material x PROPOSED 8° WATERLINE (PRIVATE) PROPOSED 8" DCDA x x x Hilikki w id i= PPRItV1C LOT w Ex. WATER SERVICES ` $ CALGARY AVENUE s x x x oeq PR.I.E® 6LGG. r 7 — — b "AC .:.i.:.� TO MI! Dm 2 J W a a F° i �ml m a KANXR EX. BLDG. �' ~• RNGER z ® 0 Ex. KW- � � I m � z EX. RLDG. x -- x x x x- N SITE PI-AN SCALE (2) m E%. BLDG. PI,PNiEid U Q (A x x IF VICINITY HEAP IffM WALE WATER IMPROVEMENT PLAN FOR VAN BUREN ELEMENTARY SCHOOL SCALE NITS DATE: 10 -14 -09 FILENAME: 2009018 PREPARED BY: rL YORBA LINDA WATER DISTRICT 1717 E. MIRALOMA AVENUE PLACENTIA, CALIFORNIA 92870 (714) 701-8100 VICINITY HEAP IffM WALE WATER IMPROVEMENT PLAN FOR VAN BUREN ELEMENTARY SCHOOL SCALE NITS DATE: 10 -14 -09 FILENAME: 2009018 Date: November 12, 2009 YORBA LINDA WATER DISTRICT TERMS AND CONDITIONS FOR WATER SERVICE NAME OF APPLICANT: PLACENTIA - YORBA LINDA UNIFIED SCHOOL DISTRICT LOCATION OF PROJECT: VAN BUREN ELEMENTARY SCHOOL PARCEL MAP NO.: N/A JOB NO.: 200918 SEWER: N/A LOT(S): 1 The applicant will be required to complete to the satisfaction of the District the following items that have an "X" following the number. 1) X The applicant shall provide the District with a copy of the Grant Deed or Title Report of the property to be served. 2) _ The applicant shall include information deemed necessary by the District in the event the applicant is required to file a Department of Real Estate Tax Disclosure statement. 3) _ The applicant shall provide to all purchasers of the homes a statement that the home is located within Improvement District No. 1 and that the home is subject to a property tax over and above the normal 1 % Basic Tax Levy to pay for Production, Storage, and Transmission water facilities serving Improvement District No. I. 4) _ The applicant shall provide to all purchasers of the homes a statement that the home is located within Improvement District No. 2 and that the home is subject to a property tax over and above the normal 1 % Basic Tax Levy to pay for Production, Storage, and Transmission water facilities serving Improvement District No. 2. 5) X The applicant shall submit two (2) sets of the following drawings to the District for plan check processing: a) Improvement Plans b) Grading Plans c) Tract, Parcel or Vesting Map d) Landscaping Plans 6) X Improvement Plans submitted for plan check shall comply with the submittal requirements established by the YLWD Engineering Department. 7) X The applicant shall dedicate or obtain all easements deemed necessary by the District in accordance with the Rules and Regulations of the District. All easement documents shall be prepared under the supervision of and stamped by a Professional Land Surveyor or a Registered Civil Engineer (licensed prior to January 1, 1982) licensed to practice in the State of California. Page 2 of 5 NAME OF APPLICANT: PLACENTIA -YORBA LINDA UNIFIED SCHOOL DISTRICT LOCATION OF PROJECT: VAN BUREN ELEMENTARY SCHOOL 8) _ The applicant shall provide the District with a copy of the Recorded Tract /Parcel Map(s) illustrating all District easements required by Term and Condition No. 7, prior to requesting occupancy releases. 9) X The applicant shall prepare and process all easements to be quitclaimed by the District in accordance with the Rules and Regulations of the District. 10) X The applicant shall furnish the District with a 24 -hour emergency telephone number prior to the District's approval of the construction plans. 11) X The applicant shall notify the District 48 hours prior to initiating any work related to required or proposed improvements. 12) X The applicant shall complete a Temporary Construction Meter Permit application for all water to be used in construction work and all water used under such permit shall be taken from the approved construction meter. 13) X The applicant shall provide, per the District specifications, one complete set of "As Built" mylars and electronic copy of ACAD drawings (version 2002 or later) for the Water and /or Sewer facilities. 14) X The applicant shall complete an Application to and Agreement for Water Service. 15) X The applicant shall pay all of the water fees as required by the Rules and Regulations of the District. 16) _ The applicant shall pay meter fees associated with the installation of radio read meters for this project. 17) X The applicant shall comply with the Rules and Regulations of the Yorba Linda Water District with regard to the Rendition of Water Service. 18) _ The applicant shall comply with all provisions of the "Water and Sewer Facilities Phasing Agreement between Yorba Linda Water District and Shell Western E & P, Inc. executed on May 27, 1999, and recorded as Document No19990486356 on June 30, 1999, in the Orange County Recorder's Office. 19) X The applicant shall provide the District with a set of plans stamped and approved by the Orange County Fire Authority, or fire agency having jurisdiction, that identifies approved fire hydrant locations. Such approved plan must be submitted to the District before staff will initiate a District plan check for water improvements. 20) X The applicant shall have all water facilities designed in accordance with the District's Water Facilities Plan, the Insurance Services Office's suggested standards contained in the "Grading Schedule of Municipal Fire Protection ", and the District's Standard Specifications. All design plans shall be prepared under the supervision of and stamped by a Registered Civil Engineer licensed to practice in the State of California. Page 3 of 5 NAME OF APPLICANT: PLACENTIA -YORBA LINDA UNIFIED SCHOOL DISTRICT LOCATION OF PROJECT: VAN BUREN ELEMENTARY SCHOOL 21) X The applicant's water facilities (on -site) shall be privately owned and maintained. 22) X The applicant shall be required to conduct flow tests at their cost in the event the Orange County Fire Authority requires a flow test. A District representative shall be present to witness the flow test. 23) X The applicant shall comply with all additional District requirements, relative to the fire protection system, fire hydrant construction and fire hydrant locations. 24) _ The applicant shall install water Sampling Station(s) in conformance with the District's Standard Plans. 25) X The applicant shall provide a completed Surety Bond for the water facilities prior to the District signing the Water Improvement Plans. The applicant shall also provide to the District an estimate of the construction costs of the proposed water facilities. 26) _ The applicant shall install the curb and gutters a minimum of one week prior to the installation of the water main and services. 27) _ All existing water services that are not useable in the new plan shall be cut and plugged and properly abandoned at the main pipeline connection point. 28) X The applicant shall coordinate through the District all connections of new water facilities to the existing District facilities. 29) X The applicant shall provide a written copy of the Bacteriological Report prior to occupancy releases certifying that the water meets the Health Department's requirements. 30) X The applicant shall adjust and raise to grade all valve covers within the limits of this project. 31) _ The applicant shall install a pressure regulator in all dwellings that have over 80 p.s.i. static water pressure in accordance with the appropriate building codes. 32) _ The applicant shall complete a Temporary Water Permit for all water that will be used through the new water services to temporarily serve the new dwellings. 33) X The applicant shall install a District approved backflow device in connection with any private fire suppression sprinkler facilities that may be required by the Orange County Fire Authority or fire agency having jurisdiction. 34) _ The applicant shall install a reduced pressure principle backflow prevention device on all commercial buildings and landscape services. Page 4 of 5 NAME OF APPLICANT: PLACENTIA -YORBA LINDA UNIFIED SCHOOL DISTRICT LOCATION OF PROJECT: VAN BUREN ELEMENTARY SCHOOL 35) _ The applicant shall install and provide a written test report to the District for each backflow device certifying that the backflow devices are operating properly prior to the water meters being turned on for service. 36) X The applicant shall install and provide a written test report to the District certifying that the double check detector assembly is operating properly prior to the double check detector assembly being turned on for service. 37) X The applicant and their successors (through required disclosure by the applicant) shall provide an annual written test report to the District certifying that the backflow devices and fire detector assemblies are operating properly pursuant to the District's Backflow Prevention Program and the State of California Administrative Code, Title 17, Public Health Rules and Regulations Relating to Cross - Connections. 38) _ The applicant shall complete a Sewer Connection Application and Permit for Sewer Service. 39) _ The applicant shall complete an Application to and Agreement for Sewer Service. 40) _ The applicant shall comply with the Rules and Regulations of the Yorba Linda Water District with regard to the Rendition of Sanitary Sewer Service. 41) _ The applicant shall pay all of the sewer fees as required by the Rules and Regulations of the District. 42) _ The applicant shall have all sewer facilities designed in accordance with the District's Sewer Master Plan, applicable Sub -Area Master Plans and Standard Specifications. All design plans shall be prepared under the supervision of and stamped by a Registered Civil Engineer licensed to practice in the State of California. 43) _ The applicant shall provide a completed Surety Bond for the sewer facilities prior to the District signing the Sewer Improvement Plans. The applicant shall also provide to the District an estimate of the construction costs of the proposed sewer facilities. 44) _ The applicant's sewer facilities (on -site) shall be _ owned and maintained. 45) _ The applicant shall construct a sewer main and appurtenances in conformance with the approved plans and the District's Plans and Specifications. 46) _ The applicant shall adjust and raise to grade all sewer manhole covers within the limits of this project. Page 5 of 5 NAME OF APPLICANT: PLACENTIA -YORBA LINDA UNIFIED SCHOOL DISTRICT LOCATION OF PROJECT: VAN BUREN ELEMENTARY SCHOOL 47) _ The applicant shall install a sewer backflow prevention valve on all sewer service connections in which the pad elevations of the property being served is lower than the rim elevation of the upstream manhole. Installation of the backflow device shall comply with all requirements of the Building and Plumbing Codes of the appropriate agency having jurisdiction. 48) _ The applicant shall submit a CCTV video of their sewer project as constructed per approved plans and the District's Sewer Specifications. The video of the sewer facilities shall be conducted in the presence of the District inspector and shall include stationing locations of manholes, cleanouts, wyes, laterals, backflow devices and appurtenances. 49) _ The applicant shall pay all annexation fees in accordance with Section II, B of the Facilities Phasing Agreement referenced in Terms and Condition No. 18. 50) _ The applicant shall comply with all provisions of the Settlement Agreement and Mutual Release executed on November 22, 2005. (END OF STANDARD TERMS AND CONDITIONS) PROJECT SPECIFIC TERMS AND CONDITIONS 51) X The applicant agrees to make the existing public onsite fire hydrant assembly a private system, by abandoning the 6" water main in Van Buren Avenue and reconnecting to the proposed onsite private water facilities. I hereby certify that the foregoing Terms and Conditions were approved at the November 12, 2009 Regular meeting of the Board of Directors of the Yorba Linda Water District. The approved Terms and Conditions shall become void six (6) months from the approval date if a formal Application to and Agreement with the Yorba Linda Water District for Water Service is not executed for the project under consideration. Kenneth R. Vecchiarelli General Manager Meeting Date: Subject: ATTACHMENTS: Name: AGENDA REPORT November 5, 2009 ITEM NO. 3.1 Monthly Groundwater Production and Purchased Water Report Description: YLWD Monthly GW Production and Purchased Water Report.pdf Groudwater and Purchased Water Report Type: Report(s) YLWD SOURCE WATER SUMMARY Fiscal Year 2009 -10 Allowable GW (YTD) 4,056.6 (AF) CUP Obligation FY 2009 -10 2,193.0 (AF) Monthly CUP Pumping (AF) - (AF) YTD CUP Pumping (AF) 2,191.8 (AF) YTD CUP Achieved ( %) 99.9% GROUNDWATER PERCENTAGE 85.0% 80.0% 75.0% 70.0% tMONTHLYGW (%) --M-YTD GW (% ) 65.0% _BPP GOAL 46.6% 60.0% -CUP ADJ GOAL 56.6 55.0% 50.0% 45.0% Jul -09 Aug- Sep- Oct- Nov- Dec- Jan- Feb- Mar- Apr- May- Jun - 09 09 09 09 09 10 10 10 10 10 10 Month GW (AF) IMPORT (AF) TOTAL DEMAND (AF) MONTHLY GW ( %) YTD GW (%) BUDGET (Demand Est.) (AF) DELTA (%) MONTH Jul -09 Aug -09 Sep -09 Oct -09 Nov -09 Dec -09 Jan -10 Feb -10 Mar -10 Apr -10 May -10 Jun -10 1,404.2 933.5 2,337.7 60.1% 60.1% 2,585.9 -9.6% 1,357.6 961.4 2,319.0 58.5% 59.3% 2,544.1 -8.9% 1,309.4 911.5 2,220.9 59.0% 59.2% 2,232.2 -0.5% 1,205.4 617.6 1,823.0 66.1% 60.6% 1,882.8 -3.2% - 1,487.4 - 1,338.0 - 1,166.6 - 1,11UO - 1,32 - 1,65 - 2,18 - 2,45 FYTD 5,276.6 3,424.0 8,700.6 60.6% 9,24 Allowable GW (YTD) 4,056.6 (AF) CUP Obligation FY 2009 -10 2,193.0 (AF) Monthly CUP Pumping (AF) - (AF) YTD CUP Pumping (AF) 2,191.8 (AF) YTD CUP Achieved ( %) 99.9% GROUNDWATER PERCENTAGE 85.0% 80.0% 75.0% 70.0% tMONTHLYGW (%) --M-YTD GW (% ) 65.0% _BPP GOAL 46.6% 60.0% -CUP ADJ GOAL 56.6 55.0% 50.0% 45.0% Jul -09 Aug- Sep- Oct- Nov- Dec- Jan- Feb- Mar- Apr- May- Jun - 09 09 09 09 09 10 10 10 10 10 10 Month WATER SUPPLY FY 2009 -2010 October 2009 Water Supply CUP 0.0% IMPORT 33.9% GW 66.1% 2009 -2010 YTD Water Supply CUP 25.2% GW 35.5% GW BPP GOAL 46.6% IMPORT 39.4% 3,500 3,000 2,500 2,000 a a) E 0 > 1,500 1,000 500 Total Water Use Q%, o°' o� o�' o�' o� o`� o�' o� o�' o�' o� o° ^° o o° '.° o�' o°' �.° o�' o°' �.° o%' e 1.° o% o° ^° Month 22,000 --ow— Budgeted Total GW + Import 20,000 18,000 16,000 14,000 U- Q 12,000 m E 0 10,000 8,000 6,000 4,000 2,000 0 Jul -09 2009 -2010 YTD Water Supply Aug -09 Sep -09 Oct -09 Nov -09 Dec -09 Jan -10 Feb -10 Mar -10 Apr -10 May -10 Jun -10 Month ITEM NO. 3.2 AGENDA REPORT Meeting Date: November 5, 2009 Subject: Monthly Preventative Maintenance Program Report ATTACHMENTS: Name: Description: Type: 2009 Annual.xls Annual PM Report Report(s) 2009 -10 Fiscal.xls Fiscal PM Report Report(s) PM PROGRAM 2009 Annual 2009 1 JAN I FEB I MAR I APR I MAY I JUN I JUL I AUG I SEP I OCT NOV I DEC Percent of target 8% 1 17% 1 26% 1 33% 1 42% 1 50% 1 58% 1 67% 1 76% 1 92% 1 100% HYDRANTS (3,881) Target; all hydrants to be serviced annually. INSPECTED THIS MONTH 364 4631 2201 51 718 3431 01 6401 3641 1311 1 INSPECTED THIS YEAR 364 8171 1,0371 1,088 1,806 2,149 2,149 2,689 3,043 3,174 % OF TOTAL 9.4% 21.2%1 26.9%1 28.2% 46.8% 66.7%1 66.7%1 69.3%1 78.4%1 31.8°> VALVES (10,706/2= 5,353) Target; all valves to be operated every two years. OPERATED THIS MONTH 381 6141 429 1 997 1 566 312 2421 2931 456 1 575 OPERATED THIS YEAR 381 8961 1,3241 2,3211 2,887 3,199 3,4411 3,734 1 4,190 1 4,765 % OF TOTAL 7.6% 17.9%1 26.6%1 46.4%1 57.7% 64.0% 68.8%1 69.8%1 78.3% 89%1 1 DEAD ENDS (887x2 =1774) Target; all dead ends to be flushed twice every year. FLUSHED THIS MONTH 0 01 01 4871 0 0 01 01 01 6261 1 FLUSHED THIS YEAR 0 01 01 4871 487 487 4871 4871 4871 10131 1 % OF TOTAL 0.0% 0.0% 0%1 50% 50% 50% 50% 50% 50% AIR VACS (309) Target; all air /vacs to be serviced annually. INSPECTED THIS MONTH 7 11 1321 177 0 01 01 2061 931 01 1 INSPECTED THIS YEAR 7 81 1401 317 317 3171 3171 6221 6161 6161 1 % OF TOTAL 2.3% 2.6%1 46.3%1 102.6% 102.6% 102.6%1 102.6%1 169.0%1 199.0% SEWER CLEANING (802,560) Target; all sewers to be cleaned annualy. CLEANED THIS MONTH 399180 219649 369860 529823 279437 859989 739825 189798 1 249974 1 1049224 CLEANED THIS YEAR 399180 609829 979689 1509512 1779949 2639938 3379763 3569561 1 3819535 1 4859759 % OF TOTAL 4.9% 7.6% 12.2%1 18.8% 22.2% 32.9% 42.1%1 44.4%1 47.5% SEWER TELEVISING (200,640) Target; all sewers to be televised every four years. TELEVISED THIS MONTH 219857 109302 369359 289159 129796 79507 59334 219651 239119 59463 TELEVISED THIS YEAR 219857 329159 689518 969677 1099473 1169980 1229314 1439965 1679084 1729547 % OF TOTAL 13.6% 20.0%1 42.7%1 60.2%1 68.2% 72.9% 61.0%1 71.8%1 83.3% PM PROGRAM 2009/2010 Fiscal 2009 -10 1 JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN Percent of target 8% 17% 25% 42% 50% 58% 67% 75% 83% 92% 100% HYDRANTS (3,881) Target; all hydrants to be serviced annually. INSPECTED THIS MONTH 0 6401 3641 131 INSPECTED THIS YEAR 0 6401 8941 1,025 % OF TOTAL 0.0% 14.0%1 23.0% VALVES (10,706/2= 5,353) Target; all valves to be operated every two years OPERATED THIS MONTH 242 2941 4661 575 OPERATED THIS YEAR 242 6361 9921 1,567 % OF TOTAL 4.5% 10.1%1 18.6%1 29.3°1 =_. DEAD ENDS (887x2 =974) Target; all dead ends to be flushed twice each year. FLUSHED THIS MONTH 0 01 01 526 FLUSHED THIS YEAR 0 01 01 526 % OF TOTAL 0.0% 0.0% 0% AIR VACS (309) Target; all air /vacs to be serviced annually. INSPECTED THIS MONTH 0 2061 931 0 INSPECTED THIS YEAR 0 2061 2981 298 % OF TOTAL 0.0% 66.3%1 96.4% SEWER CLEANING (802,560) Target; all sewers to be cleaned annually. CLEANED THIS MONTH 739825 189798 249974 1049224 CLEANED THIS YEAR 739825 929623 1179597 2219821 % OF TOTAL 9.2% 11.6%1 14.7% SEWER TELEVISING (200,640) Target; all sewers to be televised every 4 years. TELEVISED THIS MONTH 59334 219651 239119 59463 TELEVISED THIS YEAR 59334 269985 509104 559567 % OF TOTAL 2.7% 13.6%1 26.0%1 27.7% Meeting Date: Subject: ATTACHMENTS: AGENDA REPORT November 5, 2009 Monthly Groundwater Producers Meeting Report Name: Description: GWProducer Mtg Notes 140ct09.pdf GWP Summary Report for Oct09 ITEM NO. 3.3 Type: Backup Material ML MEMORANDUM DATE: October 14, 2009 TO: Ken Vecchiarelli, General Manager FROM: Steve Conklin, Engineering Manager COPY: Pat Grady, Assistant General Manager Lee Cory, Operations Manager SUBJECT: Groundwater Producers Meeting, October 14, 2009 John DeCriscio and I attended the Groundwater Producers (GWP) Meeting on October 14 at OCWD. Items presented and discussed included the following: 1. Forebay Recharge Facilities Model. The computer -based model of the District's recharge facilities in Anaheim and Orange is undergoing final calibration and testing. The model includes all facilities such as recharge basins, pumps, pipelines, valves, rubber dams and the Santa Ana River. The model considers various water sources and quality, including river water, MWD water, GWRS water and incidental water. The model was calibrated against historical data and showed a close correlation. Among other uses, the model will be used as a planning tool to look at the recharge potential of proposed future projects, and the planning of operation and maintenance events. 2. Proposal to Change Pumping Patterns to Avoid Tier 2 Charges. MWDOC is recommending a proposed shift in the use of groundwater and import water between now and April 2010 to avoid approximately one -half million dollars of Tier 2 Charges borne by MWDOC agencies. MWDOC's Tier 1 limit is about 228,000 AF. Latest projection is that MWDOC's demand will be 7,300 AF into Tier 2 for 2009. Tier 2 cost in 2009 is $80 /AF more than Tier 1, resulting in an extra charge for Tier 2 water of approximately $560,000. This charge can be reduced or avoided entirely if 11 Groundwater Producers increase groundwater pumping the rest of the calendar year and match that difference with increased imported MWD water use, January to April 2010. Those of the 11 Groundwater Producers present including YLWD, indicated that they will work to match the pumping shift requested of each by MWDOC. 3. Miraloma ( LASCO) Property Acquisition Update. OCWD advised that LASCO has agreed to the sale of 13.1 acres of property for $13.6 million to OCWD and that details of the final agreement are being worked out. The agreement includes 15 months of use of the site by LASCO, at the same time that OCWD would be preparing environmental documentation and design drawings for clearing and use of the site for a water recharge basin. 4. Expiring GAP Wholesale Agreements. OCWD reported that the agreements between OCWD and the Green Acres Project (GAP) wholesalers (Fountain Valley, Santa Ana, Newport Beach, and Mesa Consolidated WD) will be expiring in the next two years. Each agreement will have to be renegotiated. Under GAP, wastewater is treated by OCWD for irrigation use and wholesaled to the water retailers above, who sell it to customers for irrigation of parks, schools, greenbelts and golf courses in their service areas. Under the existing agreements the water is sold by OCWD to the retailers for 80% of the groundwater cost, and the retailers sell it to customers at 90% of the current potable water rate. 5. Quagga Mussels Update. OCWD reported that Quagga are small fresh -water mussels that are spreading rapidly across the country in lakes and rivers. About the size of a seed, the mussels have spread from MWD raw -water facilities and are now in Irvine Lake, and OCWD's Kraemer and Anaheim basins. It is anticipated that they will eventually spread to other recharge basins and the Santa Ana River. They can clog pipelines, valves and water treatment works. Control is possible using chemicals such as chlorine or drying of the basin, though total eradication is doubtful. 6. Water Sale by Chino Basin Watermaster. OCWD reported that the former is selling by auction 36,000 AF of groundwater along with 30 years of groundwater storage rights on November 4. No decision yet if OCWD will plan to bid. 7. Meeting Rescheduled. The next GWP meeting was rescheduled to Wednesday November 18 at 10:30 am. 2 ITEM NO. 3.4 AGENDA REPORT Meeting Date: November 5, 2009 Subject: Status Report on Capital Projects in Progress ATTACHMENTS: Name: Description: Type: CIP Rept Nov09.pdf CIP Report Nov 09 Backup Material CAPITAL IMPROVEMENT PROJECTS STATUS REPORT Date: November 1, 2009 New Information since Last Report is Shown in Red IN CONSTRUCTION Project Current Status Next Actions Comments 1 Highland Reservoir Continue to set bottom slab Complete concrete floor slabs On schedule with no significant Budget: $11,200,000 Job No. 200309 formwork and rebar. Basin by the end of October. Begin issues outstanding. Project Contact: Joe Polimino floor slabs continue to be walls and columns. Planned Completion Date: August 2010 poured in a "checker board" pattern. 2 Zone 4C Reconfiguration Majority of pipeline installation Ken Thompson, Inc. will KTI Change Orders under review Budget: $1,500,000 Job No.200710 completed. Tie -ins are going chlorinate and test all lines, by the District. Project Contact: Joe Polimino smoothly including then Zone valves will be Paulus will request an extension of Planned Completion Date: Dec 2009 coordination with YLWD positioned per plan to break time, since the vault needed extra San Antonio PRS Upgrades Operations for shutdowns as out new zones. work and ATT requested a change Budget: $300,000 Job 200901 needed. Paulus working on Paulus will begin installation in the location of the Project Contact: Joe Polimino repairs to existing vault of mechanical appurtenances communication line. This change Planned Completion Date: Nov 2009 concrete, and installing ATT and vault hatches for San order is currently being reviewed. communication line. Antonio PRS. 3 Hidden Hills Res & Santiago BPS Made contact with State's Continue rebar installation for State Parks has agreed to allow Budget: $7,000,000 Job No.200028 representative in Sacramento next set of floor slabs to be paving of access road to Reservoir. Project Contact: Joe Polimino who will process easement poured in the West Bay. The Working with State and Edison on Planned Completion Date: July 2010 documents. Continued forming, rebar and concrete easements. installation of rebar and should be placed for the West concrete for bottom slab. West Bay sump walls by the end of Bay sump floor has been October, 2009. poured. Placed concrete for walls in the East Bay. 4 Lakeview Site Improvements Metal work, handrails, stairs all Awaiting decision on Preliminary landscape plan cost Budget: $150,000 Job No. TBD completed. preliminary landscape plan. estimate is $45 -50K. Project Contact: Hank Samaripa Planned Completion Date: TBD 5 Lakeview Swr. Lift Station Upgrade Underground conduits installed All new equipment, new Installation date set for Nov. 4t 1 Budget: $200,000 Job No. 200905 and awaiting SCE cutover on utilities, and new electrical unless forecast for rain which would Project Contact: Hank Samaripa Nov.41h. By -pass piping panel ready for two day delay new electric service and Planned Completion Date: Nov. 2009 installed and awaiting test on cutover starting on Nov. 4 and chopper pump and panel Planned Completion Date: TBD Nov.2nd. 5. installation. 6 Wells 1, 5 and 12 Upgrade W -12 retrofits complete. W -5 Gen Pump Co. to re- install Well 5 retrofit expected to be Budget: $190,000 Job No. 200813 wire brushed and re- videoed. pump at W -5 and to test with similar to Well 12. Project Contact: Anthony Manzano W -1 flowrate reduced to packer at various flow rates. if it is cost - effective to proceed with Project Completion: TBD eliminate air. project. IN DESIGN Project Current Status Next Actions Comments 1 Well 20 Completed draft contract does Advertise bidding of Well 20 Meeting with OCWD Oct 28 to Budget: $2,000,000 Job No.200711 for bidding of W -20 drilling. drilling, and issue mechanical discuss potential property exchange Project Contact: Anthony Manzano equipment RFP. for siting of wells. Planned Completion Date: TBD 2 OC -51 Connection Upgrade Met with consultants Receive and evaluate After input from consultants on Budget: $242,000 Job No. 200815 recommended by MET to proposals. design and cost, we will determine Project Contact: Steve Conklin complete design and requested if it is cost - effective to proceed with Planned Completion Date: TBD proposals. project. 3 Highland Booster Station Upgrade Final design 30% complete. Submit AQMD application for Coordination between new 6MG Budget: $6,000,000 Job No. 200814 Gas Engine selection a Permit once gas engines model reservoir and new 18,000gpm Project Contact: Hank Samaripa potential concern. Governor is finalized. Review 70% booster station continues. Planned Completion Date: Mid 2011 has signed bill reactivating design drawings. Set up AQMD permit process and instrumentation kickoff saving $1.2M in project cost. meeting for project. 4 Photovoltaic Panels —Admin Bldg Board awarded 30kW -AC Execute contract agreement Review construction schedule and Budget: $250,000 Job No. 200912 solar installation to Akeena and issue Notice to Proceed. timing and possibly expedite for Project Contact: Hank Samaripa Solar. Awaiting signed Set up design kickoff meeting. Jan.2010 installation date. Planned Completion Date: Mar 2009 agreements and insurance certificates. IN PLANNING Project Current Status Next Actions Comments 1 Fairmont Site Improvements Agreement approved by S &S has proposed a code Present schedule to Operations and Budget: $300,000 (YLWD share) Board. Waiting for signed update review by City. Production departments. Job No. 200803 agreement from S &S. S &S Contact S &S for preliminary Project Contact: Hank Samaripa has delayed signing pending kickoff meeting to establish Planned Completion Date: TBD completion of other priorities. schedule. 2 Recycled Water Study Submitted application for 50% Informed that State approval Will issue RFP for preparation of Budget: $1,800,000 Job No. 200807 grant funding for Feasibility for grant funding will take two Feasibility Study, with work to Project Contact: Steve Conklin Study. Received confirmation months. proceed after grant funding approval Planned Completion Date: TBD of receipt from State Board. and YLWD Board approval. 3 Anaheim Intertie Connection City of Anaheim concurred Execute PSA and review Review design drawings and Budget: $250,000 (YLWD Share) that Steven Andrews Engrng. insurance certificates. Set up specifications. Prepare a short list of Job No. 200906 be retained to perform design. kickoff design meeting with General Contractors for Project Contact: Hank Samaripa Forwarded PSA to SAE for City. construction phase. Planned Completion Date: TBD signature and insurance does. 4 West Wellfield Project Investigating potential well Potential well sites to be Land availability along with Budget: $9,000,000 Job No. sites, including evaluation of determined and evaluated. separation requirements from City Project Contact: Anthony Manzano Property Acquisition Services. of Anaheim Wells will impact well Planned Completion Date: TBD selection. 5 Asset Management Plan Completed condition Compile criticality, Confirm next workshop date of late Budget: $120,000 Job No. 200909 assessment of all District vulnerability, and risk ratings Nov 09 and attendees list for review Project Contact: Hank Samaripa aboveground facilities. for the District's various assets. of the first draft of AMP. Planned Completion Date: Jan 2010 Interviewed Operations Review the underground personnel for other system pipeline inventory and components. locations of problem areas. 6 Sewer Master Plan RFPs submitted to consultants, Proposals scheduled to be Review proposals and bring Budget: $350,000 Job No. 200916 and pre - proposal meeting held received on Nov 6. recommendation for selection to Project Contact: Anthony Manzano on Oct 13 December PEO meeting. Planned Completion Date: August 2010 7 Reservoir WQ Improvement Processing agreement with Mixing system to be tentatively System will mitigate thermal Budget: $100,000 Job No. 200917 low -bid proposer, PSI, Inc., for installed in January 2010. stratification and nitrification issues. Project Contact: Anthony Manzano $68,000 for GM's signature. Planned Completion Date: Jan 2010 CAPITAL IMPROVEMENT PROJECTS APPROVED BY THE BOARD (2007 -2012) THAT ARE STILL PENDING 1. Zone 5 (1000) Booster Station ($1,080,000) 2. Fairmont Booster Station Reconfiguration ($400,000) 3. Foxtail Drive Pipeline ($245,000) 4. Elk Mountain Reservoir Site Improvements ($300,000) 5. Fire Flow Improvements- -Via Sereno and Ohio ($125,000) 91