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HomeMy WebLinkAboutDRB090189Design Review Board਍ഀ ACTION FORM਍ഀ TOWN W via਍ഀ CQ%% MTY MVELOPMEW਍ഀ Department of Community Development਍ഀ 75 South Frontage Road, Vail, Colorado 81657਍ഀ tel:970.479.2139 fax: 970.479.2452਍ഀ web: www.vailgov.com਍ഀ Project Name: ERWSD WATER TANK FENCE DRB Number: DRB090189਍ഀ Project Description:਍ഀ INSTALL CHAIN-LINK SECURITY FENCE AROUND GORE VALLEY WATER TANKS IN EAST VAIL਍ഀ Participants:਍ഀ OWNER GORE VALLEY WATER DIST਍ഀ VAIL਍ഀ CO 81657਍ഀ APPLICANT DENNIS GELVIN਍ഀ 846 FOREST RD਍ഀ VAIL਍ഀ CO 81657਍ഀ Project Address: 5004 SNOWSHOE LN VAIL਍ഀ 06/15/2009਍ഀ 06/15/2009 Phone: 970-476-7480਍ഀ Location:਍ഀ Legal Description: Lot: Block: 19 Subdivision: VAIL MEADOWS FIL 1਍ഀ Parcel Number: 2099-182-0000-1਍ഀ Comments:਍ഀ BOARD/STAFF ACTION਍ഀ Motion By: Action: STAFFAPP਍ഀ Second By:਍ഀ Vote: Date of Approval: 06/22/2009਍ഀ Conditions:਍ഀ Cond: 8਍ഀ (PLAN): No changes to these plans may be made without the written consent of Town of਍ഀ Vail staff and/or the appropriate review committee(s).਍ഀ Cond: 0਍ഀ (PLAN): DRB approval does not constitute a permit for building. Please consult with਍ഀ Town of Vail Building personnel prior to construction activities.਍ഀ Cond:201਍ഀ (PLAN): DRB approval shall not become valid for 20 days following the date of਍ഀ approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.਍ഀ Cond:202਍ഀ (PLAN): Approval of this project shall lapse and become void one (1) year following਍ഀ the date of final approval, unless a building permit is issued and construction is਍ഀ commenced and is diligently pursued toward completion.਍ഀ Planner: Bill Gibson DRB Fee Paid: $250.00਍ഀ Application਍ഀ Minor Ex਍ഀ Design Revi4਍ഀ )r Alteration਍ഀ General Information: This application is required for all proposals involving mino~r hanm"4iloptjVA" site im-਍ഀ provements, such as roofing, painting, window additions, landscaping, fences, retain ica a Vail਍ഀ Town Code sections can be found at www.vallaov.com under Vail Information - Town Code Online. All projects re-਍ഀ quiring design review must receive approval prior to submitting a building permit application. An application for Design਍ഀ Review cannot be accepted until all required information is received by the Community Development Department, as਍ഀ outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Plan-਍ഀ ning and Environmental Commission. Design review approval expires one year from the date of approval, unless a਍ഀ building permit is issued and construction commences.਍ഀ Fee: $250 for Multi-Family/Commerdal਍ഀ $20 for Single Family/ Duplex਍ഀ Single Family਍ഀ Duplex Multi-Family਍ഀ Commercial਍ഀ Description of the Request: 111 ff<. a,& A, ( ,w'% Ire l G~਍ഀ c.~ G ©,'Q (~a /(~u fury r in V A_,' l .਍ഀ 500 ~਍ഀ Physical Address:਍ഀ B਍ഀ Parcel Number: )09 l ~a (C tact Eagle Co. Assessor at 970-328-8640 for parcel no.)਍ഀ Property Owner: ~~-e VCLII ILJ and -DLA- l d)e V2GcLj਍ഀ 0਍ഀ Mailing Address: )CiYZJf ,mo d, VA4 1 ~ LU x/ (9 5-7- - 7 70 - q 7 U 720਍ഀ Phone: `170 -17 Cc _ -7਍ഀ Owner's Signature:਍ഀ Primary Contact/ Owner Representative: b? ijo j 6 e t U , 4/t4਍ഀ Mailing Address: J L~ A0 a hGV~਍ഀ Phone: 971) -N7b ° 7 y a o਍ഀ E-Mail: Fax:਍ഀ 7G~਍ഀ For Office Use O sh_ CC: Visa / MC Last 4 CC # Aut Check # -1 Fee Paid: - G6 Received From: VJ~਍ഀ Meeting Date: / 161 DRB No.:਍ഀ Planner: 22 C1 Project No: Y (Z -s) Cq~ 2.,4Z਍ഀ Zoning: Land Use:਍ഀ Location of the Proposal: Block: Subdivision: ~c6tr~t5 j਍ഀ Apr-09਍ഀ ਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ ਍ഀ Statement Number: R090000724 Amount: $20.00 06/22/200904:33 PM਍ഀ Payment Method: Check Init: LC਍ഀ Notation: #4525/ERWSD਍ഀ ਍ഀ Permit No: DRB090189 Type: DRB-Minor A1t,Comm/Multi਍ഀ Parcel No: 2099-182-0000-1਍ഀ Site Address: 5004 SNOWSHOE LN VAIL਍ഀ Location:਍ഀ Total Fees: $20.00਍ഀ This Payment: $20.00 Total ALL Pmts: $20.00਍ഀ Balance: $0.00਍ഀ ਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ DR 00100003112200 DESIGN REVIEW FEES 20.00਍ഀ Awrrl"਍ഀ 1GAF-1,਍ഀ June 9, 2009਍ഀ Design Review Board਍ഀ 75 S Frontage Rd਍ഀ Vail, CO 81657਍ഀ EAGLE RIVER਍ഀ WATER $ SANITATION DISTRICT਍ഀ 846 Forest Road • Vail, Colorado 81657਍ഀ (970) 476-7480 0 FAX (970) 476-4089਍ഀ www.erwsd.org਍ഀ SUBJECT: Fencing Project for Gore Valley Tanks਍ഀ Dear Design Review Board,਍ഀ Please find the attached application materials for your review. Just after the initial application page I included correspondence਍ഀ between Bill Gibson and I that clarifies some questions regarding the application process for this project. The only਍ഀ problematic section of the application is the site plan. As you'll read in the subsequent pages, we don't have any formal plans਍ഀ for this project; the design engineer was RBD who, at one point had offices in Vail, Ft. Collins and Colorado Springs. After਍ഀ exhaustive research into this company, in hopes of attaining original plans, I am still at a dead end. Any phone numbers or਍ഀ emails associated with this company are no longer in service. I do apologize for the subpar quality of the site plan submitted.਍ഀ Please let me know if you need any additional information or clarification. Thank you.਍ഀ Sincerely,਍ഀ Karen Shanley਍ഀ Safety Coordinator਍ഀ Eagle River Water & Sanitation District਍ഀ JUN 15 2009਍ഀ TOWN OF VAIL਍ഀ C:\DOCUMENTS AND SETTINGS\KSHANLEYDESKTOP\EAST VAIL TANK FENCING PROJECT\DRB PACKAGE~DRB COVER LETTER.DOCX਍ഀ June 9, 2009਍ഀ Design Review Board਍ഀ 75 S Frontage Rd਍ഀ Vail, CO 81657਍ഀ EAGLE RIVER਍ഀ WATER & SANITATION DISTRICT਍ഀ 846 Forest Road 0 Vail, Colorado 81657਍ഀ (970) 476-7480 0 FAX (970) 476-4089਍ഀ www.erwsd.org਍ഀ SUBJECT: Fencing Project for Gore Valley Tanks਍ഀ Dear Design Review Board,਍ഀ The Public Health Security and Bioterrorism Preparedness and Response Act (Public Law 107-188) was passed on਍ഀ June 12, 2002. Title IV (Drinking Water Security and Safety) of this law required each community serving more than 3,300਍ഀ persons to perform a Vulnerability Assessment by December 31, 2003. The US EPA implemented the process under਍ഀ direction from the Department of Homeland Security. Subsequently, the Eagle River Water and Sanitation District performed਍ഀ a Vulnerability Assessment in October of 2002 and it was specifically noted that the Gore Valley Water Storage Tanks should਍ഀ have perimeter fencing to provide additional protection for the water supply. Since this study was conducted, the District and਍ഀ the Upper Eagle Regional Water Authority, which we also manage, have been identifying key locations that have heightened਍ഀ activity or potential for intrusion. Some instances include Vail Tank 5 (Booth Falls), The Avon Drinking Water Facility, and the਍ഀ Edwards Tank (Homestead).਍ഀ While we have held off from fencing every tank in an effort to allocate funds appropriately, it has become apparent that the਍ഀ Gore Valley Tanks are susceptible and need to be secured. This has been noted by numerous instances of vandalism and਍ഀ high traffic through the area. Specifically, we have seen several bon fire rings atop the subterranean tank as well as adjacent਍ഀ to the above-ground tank. The above-ground tank's cathodic protection was vandalized and physically removed from the tank਍ഀ during the winter of 2008. Backcountry ski tracks abound on the site and, during the week January 191h, five backcountry਍ഀ snowboarders were seen atop the subterranean tank. The Gore Valley Tanks are the sole source of water storage in the East਍ഀ Vail area and must be secured more effectively.਍ഀ The EPA also funded a project known as WISE (Water Infrastructure Security Enhancements). WISE is a collaborative effort਍ഀ between the American Society of Civil Engineers (ASCE), the American Water Works Association (AWWA) and the Water਍ഀ Environment Federation (WEF) which has developed materials to assist in the implementation of security recommendations਍ഀ for water and wastewater infrastructure. I have attached section 5.0 of the WISE document, Finished Water Storaoe਍ഀ Facilities, which was used in our decision making process. Based on this document we have identified our design basis਍ഀ threat (DBT) for the Gore Valley Tanks to be base capability vandals, therefore requiring basic perimeter fencing with a਍ഀ locked entrance gate.਍ഀ Attached is the standard 10' security fence tank design that we plan to install at the Gore Valley Tank site. We would like to਍ഀ receive input from the Town regarding an acceptable color to be included with the installation and any other comments or਍ഀ concerns.਍ഀ We are committed to finding a process that is workable for us both in managing these facilities productively in the future.਍ഀ Sincerely,਍ഀ Todd Fessenden਍ഀ Water Division Manager਍ഀ Eagle River Water & Sanitation District਍ഀ Enclosures: CDPHE Letter, WISE Section 5.0, aerial photos of the Gore Valley Tank site, fence cut sheet, Intermountain਍ഀ Tank Fence schematics (similar to our plan for Gore Valley), plan view schematic of tank site, supplemental photos਍ഀ c: Linn Brooks, Karen Shanley਍ഀ C:\DOCUMENTS AND SETTINGS\KSHANLErDESKTOP\EAST VAIL TANK FENCING PROJEC-FORBPACKAGE\EAST VAILTANK DRBNARRATIVE.DOCX਍ഀ STATE OF COLORADO਍ഀ Bill Ritter, Jr., Governor਍ഀ James B. Martin, Executive Director਍ഀ Dedicated to protecting and improving the health and environment of the people of Colorado਍ഀ 4300 Cherry Creek Dr. S.਍ഀ Denver, Colorado 80246-1530਍ഀ Phone (303) 692-2000਍ഀ TDD Line (303) 691-7700਍ഀ Located in Glendale, Colorado਍ഀ http:/Avww.cdphe.state.co.us਍ഀ June 9, 2009਍ഀ Design Review Board਍ഀ 75 South Frontage Road਍ഀ Vail, CO 81657਍ഀ Laboratory Services Division਍ഀ 8100 Lowry Blvd.਍ഀ Denver, Colorado 80230-6928਍ഀ (303) 692-3090਍ഀ Dear Design Review Board,਍ഀ pF•C਍ഀ 1876਍ഀ Colorado Department਍ഀ of Public Health਍ഀ and Favironment਍ഀ The security of our public water systems is vital to the health and well-being of those they serve, and਍ഀ threats to these systems come in many forms, both intentional and accidental. We have seen from the਍ഀ 2008 Salmon//a outbreak in Alamosa that a crippled water system affects much more than a resident's਍ഀ ability to obtain safe drinking water. It can shut down schools, day care centers, hospitals,਍ഀ restaurants, recreational facilities, and laundromats, as well as manufacturing and industrial processes.਍ഀ One can imagine the impacts of an intentional contamination when the contaminant is unknown and਍ഀ the water cannot be used for any purpose, including firefighting.਍ഀ The Water Quality Control Division of the Colorado Department of Public Health and Environment਍ഀ routinely conducts sanitary surveys based on guidelines established by the Colorado Primary Drinking਍ഀ Water Regulations and the Design Criteria for Potable Water Systems These documents can be found਍ഀ on our web site at http://www.cdphe.state.co.us/wq/-drinldnqwater/OuickUnks.htmi. Using these਍ഀ documents as standards, our engineers inspect many aspects of the water system, including treatment਍ഀ processes, storage tank integrity, and physical security. When deficiencies are observed, they are਍ഀ ranked as Significant, Minor, or Recommendations. If deficiencies are not corrected, the system is਍ഀ referred to our Enforcement Unit, at which point fines may be levied against the system. It is਍ഀ important to note that over the past year, the Division has begun to escalate the enforcement of these਍ഀ deficiencies, and it intends to continue this practice in the future.਍ഀ The Design Criteria for Potable Water Systems is currently undergoing revision. By instruction from the਍ഀ U.S. Environmental Protection Agency, the security portions of this document and of the sanitary਍ഀ survey itself are receiving greater focus and scrutiny. The distribution system, of which storage tanks਍ഀ are a part, will also receive greater attention because of its inherent vulnerability. When a vulnerability਍ഀ or deficiency is identified, it becomes the water system's responsibility to correct or mitigate the਍ഀ vulnerability. This is part of the due diligence that all water systems must practice. If the water਍ഀ system has not practiced due diligence in regard to a known vulnerability, it may be held accountable਍ഀ for harm to its customers that is related to the exploitation of this vulnerability by vandals, trespassers,਍ഀ or other ill-doers.਍ഀ Page 2 of 2਍ഀ It has come to the Division's attention that Eagle River Water and Sanitation District (ERWSD) has਍ഀ recognized vulnerabilities related to its Gore Valley water storage tanks in the Town of Vail. The਍ഀ Division recommends that the system erects a fence adequate to protect the storage tank against਍ഀ vandals and trespassers. Section 1.0.4 of Appendix I, Water Storage, of the Design Criteria for Potable਍ഀ Water Systems states that measures should be taken to prevent trespassing, vandalism, and sabotage.਍ഀ These measures include signage, fencing, and locks. Fencing should be designed such that nearby਍ഀ objects, such as structures or natural features, cannot be used to scale the fence. If such objects਍ഀ cannot be avoided, the fence height should be adjusted accordingly.਍ഀ Securing the public water supply makes sense for many reasons, the most important of which is the਍ഀ health of our citizens and visitors. However, the legal and economic impacts of a contaminated water਍ഀ supply can be far-reaching. Together or separately, these factors should outweigh any objections a਍ഀ community has against employing adequate protection for this vital resource.਍ഀ If you have any questions regarding this matter, please feel free to contact me.਍ഀ Sincerely,਍ഀ Mary Messec Smith਍ഀ Drinking Water Security Coordinator਍ഀ Water Quality Control Division਍ഀ 303-692-3581਍ഀ 5.0 Finished Water Storage Facilities਍ഀ 5.1 Scope਍ഀ This section of the Draft American National Standard for Trial Use covers water storage਍ഀ tanks and finished water reservoirs used within a potable water distribution system. It਍ഀ establishes benchmark physical and electronic security features for protecting a storage tank਍ഀ or reservoir (referred to as the facility in this section) from vandal, criminal, saboteur, and਍ഀ insider threats. The malevolent act of greatest concern is the intentional contamination of the਍ഀ drinking water with a toxic agent. A similar, related concern is contamination with a foreign਍ഀ substance that does not cause health effects, such as a dye, but does create a loss of਍ഀ confidence or even panic among the utility's customers. Other concerns include destruction਍ഀ or damage to the tank or reservoir and related appurtenances so that it cannot serve its਍ഀ intended purpose, or destruction or damage such that a rapid release of the stored water਍ഀ causes property damage and possibly harm to people living near the tank or reservoir.਍ഀ 5.2 Facility Mission਍ഀ (1) The mission of this facility is to store potable water for distribution to customers. Storage਍ഀ is needed to meet daily flow fluctuations, for fire fighting, and for emergencies. Three types਍ഀ of potable water storage are typically employed in the water industry: aboveground water਍ഀ storage tanks, elevated tanks, and covered reservoirs. Aboveground water storage tanks are਍ഀ constructed of concrete, steel, fiberglass reinforced plastic (FRP), or wood with the tank floor਍ഀ situated at grade (that is, it is not an elevated tank on columns). The diameter and height of਍ഀ this type of tank will vary depending on volume requirements. Elevated tanks are typically਍ഀ of steel construction with the tank itself perched on steel legs. The tank is accessible via a਍ഀ ladder or system of ladders. Covered finished water reservoirs may be slightly larger and਍ഀ are often constructed below grade but with access and vents at or above grade.਍ഀ (2) Usually, these facilities are not staffed, and operations and maintenance personnel visit਍ഀ the sites infrequently to perform maintenance activities or to respond to failure alarms. The਍ഀ tanks and reservoirs are often located in residential, park-like settings or in the midst of਍ഀ more densely populated urban areas where the public has access to the base of the tank. In਍ഀ other cases, the tanks are isolated from general public access. Potable water storage facilities਍ഀ at more remote locations within a distribution system may be provided with chemical਍ഀ facilities (chlorine and/or ammonia) to maintain chemical attributes of finished water as it਍ഀ progresses through the distribution system. Measures to address chemical facilities are਍ഀ presented in Section 4.0 (Water Treatment Plants) and are not included here.਍ഀ (3) AWWA Manual M-42, Steel Water-Storage Tanks, (1998) and D100-05: Welded Carbon Steel਍ഀ Tanks for Water Storage (2005b) provide additional information on the design and function of਍ഀ steel water storage tanks. Concrete tank standards and information are provided in਍ഀ AWWA's D110-04 (2004b), D115-95 (1995) and American Concrete Institute's (ACI) 371R-98਍ഀ DECEMBER 2006਍ഀ GUIDELINES FOR PHYSICAL SECURITY OF WATER UTILITIES 5-1਍ഀ Guide for the Analysis, Design, and Construction of Concrete-Pedestal Water Towers. FRP tanks਍ഀ are covered in AWWA standard D120-02 (2002).਍ഀ 5.3 Philosophy of Security Approach਍ഀ (1) An effective security approach for water storage facilities includes equipment or systems਍ഀ to deter, detect, delay, and respond to a threat prior to achieving his/her objective or਍ഀ mitigation of the consequences of a successful attack by the threat. The equipment and਍ഀ systems for successful detection and delay of a threat should be matched to the capabilities਍ഀ of the DBT, which are usually established during a facility's VA. In addition, equipment and਍ഀ systems should be selected bearing in mind that the adversary must be adequately delayed਍ഀ until the utility's identified response force arrives.਍ഀ (2) DBTs considered in this section include vandals, criminals, saboteurs, and insiders.਍ഀ Characteristics and capabilities of the two levels of threats - base and enhanced - upon਍ഀ which the benchmark security measures in this section are based, are presented in Table 1-1,਍ഀ Design Basis Threat Capability Matrix. Threats with capabilities less than or greater than਍ഀ those identified in Table 1-1 require a less or more robust security system as appropriate.਍ഀ Physical security measures are recommended without regard to cost or other factors that਍ഀ may preclude their implementation.਍ഀ (3) Benchmark security measures for deterrence, detection, and delay are provided in this਍ഀ section. Approaches for consequence mitigation are presented in the Interim Voluntary਍ഀ Security Guidance for Water Utilities (AWWA 2004a) and are not addressed here.਍ഀ 5.4 Benchmark Security Measures਍ഀ (1) Table 5-1 establishes the benchmark measures for a recommended security system to਍ഀ deter a threat or detect and delay the threat until the appropriate response force arrives. If਍ഀ the threat includes more than one DBT, for example, an enhanced criminal and a base਍ഀ insider, the security system should include the recommended security measures for both਍ഀ threats. Recommended security measures for a specific DBT are indicated with a check mark਍ഀ in the table. A security measure without a check mark for a specific DBT indicates that਍ഀ either the security measure is not recommended or a more robust security measure is਍ഀ recommended. The security measures of Table 5-1 have been grouped into the following਍ഀ categories:਍ഀ • Perimeter਍ഀ • Site (area between perimeter and facilities)਍ഀ • Facility Structures਍ഀ • Closed-Circuit Television - Alarm Assessment (fixed cameras)਍ഀ • Closed-Circuit Television - Surveillance (pan-tilt-zoom [PTZ] cameras)਍ഀ • Power and Wiring Systems਍ഀ • Supervisory Control and Data Acquisition (SCADA) - Physical Security਍ഀ DECEMBER 2006਍ഀ GUIDELINES FOR PHYSICAL SECURITY OF WATER UTILITIES 5-2਍ഀ (2) Security decisions are site and utility specific, and the measures identified in the table are਍ഀ good practice options to be considered, not rules to follow. Additionally, the measures਍ഀ presented in the table are for typical water storage facilities. Storage tanks with different਍ഀ attributes or threats with capabilities in excess of the descriptions in Table 1-1 may require਍ഀ additional or more robust security measures. Appendix A provides additional details on਍ഀ security measures (specific sections are referenced in Table 5-1 where applicable).਍ഀ DECEMBER 2006਍ഀ GUIDELINES FOR PHYSICAL SECURITY OF WATER UTILITIES 5.3਍ഀ y਍ഀ Y਍ഀ C਍ഀ F-਍ഀ CD਍ഀ O਍ഀ a਍ഀ C਍ഀ O਍ഀ Q਍ഀ Q਍ഀ n~਍ഀ C਍ഀ @m਍ഀ 6਍ഀ cc਍ഀ c~ E਍ഀ W L਍ഀ J U਍ഀ C਍ഀ rm਍ഀ m਍ഀ co਍ഀ U਍ഀ Oj਍ഀ Cl)਍ഀ .4਍ഀ r.਍ഀ CO਍ഀ O 00਍ഀ O CD਍ഀ O਍ഀ C਍ഀ 'C O a r਍ഀ C਍ഀ O.਍ഀ N਍ഀ 1..਍ഀ O਍ഀ h਍ഀ O਍ഀ t-਍ഀ ~j਍ഀ O਍ഀ r਍ഀ v਍ഀ e-਍ഀ t਍ഀ r਍ഀ Q m਍ഀ r਍ഀ r਍ഀ O c਍ഀ r਍ഀ N਍ഀ h਍ഀ 00਍ഀ 0਍ഀ m p਍ഀ t~1 oi਍ഀ N਍ഀ N਍ഀ _਍ഀ 3਍ഀ ~p਍ഀ N਍ഀ O਍ഀ V ~਍ഀ >਍ഀ LA਍ഀ W਍ഀ H਍ഀ C਍ഀ ~਍ഀ >਍ഀ J਍ഀ T਍ഀ m਍ഀ y਍ഀ l0਍ഀ LG਍ഀ .O਍ഀ m਍ഀ V ~਍ഀ ਍ഀ T਍ഀ '7਍ഀ 7਍ഀ T਍ഀ ?਍ഀ 7਍ഀ T਍ഀ T਍ഀ T਍ഀ G J਍ഀ 7਍ഀ W਍ഀ m਍ഀ O਍ഀ .O਍ഀ lQ਍ഀ d਍ഀ >਍ഀ U਍ഀ m਍ഀ J਍ഀ T਍ഀ T਍ഀ T਍ഀ 7਍ഀ T਍ഀ ?਍ഀ T਍ഀ T਍ഀ m਍ഀ N਍ഀ 10਍ഀ m਍ഀ V਍ഀ V਍ഀ o਍ഀ >਍ഀ m m਍ഀ T਍ഀ T਍ഀ T਍ഀ T਍ഀ T਍ഀ T਍ഀ T਍ഀ C਍ഀ Ill਍ഀ E਍ഀ L਍ഀ U਍ഀ ;਍ഀ m਍ഀ J਍ഀ T਍ഀ ?਍ഀ T਍ഀ T਍ഀ T਍ഀ m਍ഀ y਍ഀ m਍ഀ m਍ഀ •o਍ഀ V m਍ഀ s m਍ഀ T਍ഀ ?਍ഀ T਍ഀ 7਍ഀ ?਍ഀ T਍ഀ J਍ഀ C਍ഀ W਍ഀ l0਍ഀ .O਍ഀ C਍ഀ .ml਍ഀ T਍ഀ T਍ഀ T਍ഀ 7਍ഀ T਍ഀ m਍ഀ Y!਍ഀ t0਍ഀ m਍ഀ w਍ഀ eU0l~J8}84਍ഀ m਍ഀ o਍ഀ 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V਍ഀ T 0-਍ഀ -j O m J O਍ഀ J E a 0਍ഀ >b yr਍ഀ .਍ഀ 'O mS਍ഀ I- E o਍ഀ Hb 0਍ഀ X਍ഀ tN਍ഀ 9਍ഀ 0਍ഀ c 0਍ഀ 'L਍ഀ Z N਍ഀ aCLa-਍ഀ ry CL a-਍ഀ N਍ഀ Y਍ഀ C਍ഀ I--.਍ഀ m਍ഀ rn਍ഀ 0਍ഀ m਍ഀ -o਍ഀ C਍ഀ 2O਍ഀ 0਍ഀ .Q਍ഀ co਍ഀ U)਍ഀ ca਍ഀ ਍ഀ 'C਍ഀ 7਍ഀ CO਍ഀ N E਍ഀ W c਍ഀ H co਍ഀ d਍ഀ M਍ഀ Ch਍ഀ -਍ഀ r਍ഀ O਍ഀ C7਍ഀ v਍ഀ p਍ഀ cs d਍ഀ r਍ഀ r਍ഀ N਍ഀ 25਍ഀ c਍ഀ '਍ഀ r਍ഀ r਍ഀ r਍ഀ p਍ഀ N਍ഀ N਍ഀ D O a਍ഀ :p CL਍ഀ -਍ഀ ਍ഀ r਍ഀ p M਍ഀ a;਍ഀ O. 0 O਍ഀ m਍ഀ CA N਍ഀ r਍ഀ Ca r r਍ഀ r਍ഀ r਍ഀ Q y m਍ഀ N਍ഀ N਍ഀ Q N਍ഀ o)਍ഀ CA਍ഀ 3਍ഀ ~਍ഀ o਍ഀ r਍ഀ ~਍ഀ ਍ഀ do਍ഀ 0਍ഀ 0਍ഀ r਍ഀ n਍ഀ M d਍ഀ T਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ J਍ഀ L਍ഀ W਍ഀ m਍ഀ 'O਍ഀ C਍ഀ ~਍ഀ J਍ഀ N਍ഀ !0਍ഀ co਍ഀ .d਍ഀ m਍ഀ V m਍ഀ r- g਍ഀ 7਍ഀ 7਍ഀ ?਍ഀ 7਍ഀ 7਍ഀ T਍ഀ c~਍ഀ 3਍ഀ m਍ഀ w਍ഀ 0਍ഀ ca਍ഀ m਍ഀ .਍ഀ co਍ഀ m਍ഀ ਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ T਍ഀ N਍ഀ 10਍ഀ m਍ഀ 'D਍ഀ L m਍ഀ {0 m਍ഀ t J਍ഀ N਍ഀ c਍ഀ io਍ഀ w਍ഀ L਍ഀ E਍ഀ L਍ഀ U਍ഀ ;਍ഀ J਍ഀ m਍ഀ N਍ഀ N਍ഀ m਍ഀ V਍ഀ V `਍ഀ m਍ഀ r>਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ 7਍ഀ N਍ഀ w਍ഀ M਍ഀ c਍ഀ m਍ഀ J਍ഀ m਍ഀ ?਍ഀ T਍ഀ 7਍ഀ 7਍ഀ N਍ഀ {0਍ഀ m਍ഀ euo!=owed਍ഀ •਍ഀ •਍ഀ •਍ഀ •਍ഀ m਍ഀ 0਍ഀ gfeiea਍ഀ •਍ഀ •਍ഀ •਍ഀ •਍ഀ •਍ഀ •਍ഀ •਍ഀ •਍ഀ a l਍ഀ 0 1਍ഀ `O I਍ഀ a਍ഀ N਍ഀ l0਍ഀ U V਍ഀ m N਍ഀ O_਍ഀ CL਍ഀ O O਍ഀ CL਍ഀ O਍ഀ Q਍ഀ O਍ഀ 42)਍ഀ p਍ഀ <4਍ഀ O਍ഀ U਍ഀ Y਍ഀ x C਍ഀ Cl O਍ഀ y਍ഀ p O਍ഀ COIII਍ഀ NO਍ഀ O਍ഀ cc NE਍ഀ QNrs਍ഀ C਍ഀ cca0 cc਍ഀ W਍ഀ m਍ഀ N਍ഀ O਍ഀ Oin਍ഀ ro'aY਍ഀ 0 O਍ഀ ~.C਍ഀ UY਍ഀ f~.1Y E਍ഀ O਍ഀ VY਍ഀ •਍ഀ `D਍ഀ ~਍ഀ ~a਍ഀ m(D਍ഀ ;਍ഀ ammo਍ഀ CDoR਍ഀ 3>਍ഀ mccc਍ഀ •਍ഀ m o਍ഀ '਍ഀ ac਍ഀ {਍ഀ 7਍ഀ v਍ഀ w t਍ഀ 0਍ഀ m- m L਍ഀ C N਍ഀ E'਍ഀ 9 (C਍ഀ C਍ഀ cc -਍ഀ r E' A m਍ഀ m m C਍ഀ O O.਍ഀ 3¢਍ഀ O `਍ഀ L O਍ഀ O਍ഀ w -਍ഀ O਍ഀ c਍ഀ ~਍ഀ m਍ഀ U)਍ഀ = m-v 0਍ഀ B 7 N਍ഀ m O.਍ഀ >਍ഀ 0`਍ഀ > my਍ഀ m਍ഀ m਍ഀ m਍ഀ >r-'mv਍ഀ 3਍ഀ >--mv਍ഀ O਍ഀ O਍ഀ OY਍ഀ V਍ഀ 0.0਍ഀ N਍ഀ 5਍ഀ N-O਍ഀ N਍ഀ Y਍ഀ E- 3 E਍ഀ Y m਍ഀ C਍ഀ 7਍ഀ m਍ഀ Y਍ഀ C U mY਍ഀ Y N਍ഀ ~1਍ഀ C V O Q਍ഀ N਍ഀ Y m ,q਍ഀ C V 7 E 2਍ഀ ~ O਍ഀ m਍ഀ I L਍ഀ 2਍ഀ O਍ഀ Q਍ഀ a E਍ഀ U O਍ഀ co 0਍ഀ H O N 0਍ഀ N C਍ഀ I O਍ഀ t0 C C7਍ഀ I- V N 0਍ഀ M.5 O .C਍ഀ H 0 'p N਍ഀ cc." 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