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10/05/2010 Council Agenda Packet
~~'.~. ~~~ MARANA TOWN COUNCIL REGULAR COUNCIL MEETING NOTICE AND AGENDA 11555 W. Civic Center Drive, Marana, Arizona 85653 Council Chambers, October 5, 2010, at or after 7:00 PM Ed Honea, Mayor Herb Kai, Vice Mayor Russell Clanagan, Council Member Patti Comerford, Council Member Carol McGorray, Council Member Jon Post, Council Member Roxanne Ziegler, Council Member ACTION MAY BE TAKEN BY THE COUNCIL ON ANY ITEM LISTED ON THIS AGENDA. Revisions to the agenda can occur up to 24 hours prior to the meeting. Revised agenda items appear in italics. As a courtesy to others please turn off or put in silent mode all pagers and cell phones, Meeting Times Welcome to this Marana Council meeting. Regular Council meetings are usually held the first and third Tuesday of each month at 7:00 p.m. at the Marana Town Hall, although the date or time may change, or Special Meetings may be called at other times and/or places. Contact Town Hall or watch for posted agendas for other meetings. This agenda may be revised up to 24 hours prior to the meeting. In such a case a new agenda will be posted in place of this agenda. Speaking at Meetings If you are interested in speaking to the Council during Call to the Public, Public Hearings, or other agenda items, you must fill out a speaker card (located in the lobby outside the Council Chambers) and deliver it to the Town Clerk prior to the convening of the meeting. All persons attending the Council meeting, whether speaking to the Council or not, are expected to observe the Council Rules, as well as the rules of politeness, propriety, decorum and good conduct. Any person interfering with the meeting in any way, or acting rudely or loudly will be removed from the meeting and will not be allowed to return. Accessibility To better serve the citizens of Marana and others attending our meetings, the Council Chambers are wheelchair and handicapped accessible. Any person who, by reason of any disability, is in need of special services as a result of their disability, such as assistive listening devices, agenda materials Regular Council Meeting -October 5, 2010 -Page 1 of 380 printed in Braille or large print, a signer for the hearing impaired, etc., will be accommodated. Such special services are available upon prior request to the Town Clerk at least 10 working days prior to the Council meeting. Agendas Copies of the agenda are available the day of the meeting in the lobby outside the Council Chambers or online at www.marana.com, by linking to the Town Clerk page under Agendas, Minutes and Ordinances. For questions about the Council meetings, special services or procedures, please contact the Town Clerk, at 382-1999, Monday through Friday from 8:00 a.m. to 5:00 p.m. Posted no later than Monday, October 04, 2010, 7:00 PM, at the Marana Municipal Complex, the Marana Operations Center and at www.marana.com under Town Clerk, Agendas, Minutes and Ordinances. REGULAR COUNCIL MEETING CALL TO ORDER AND ROLL CALL PLEDGE OF ALLEGIANCE/INVOCATION/MOMENT OF SILENCE APPROVAL OF AGENDA CALL TO THE PUBLIC At this time any member of the public is allowed to address the Town Council on any issue not already on tonight's agenda. The speaker may have up to three minutes to speak. Any persons wishing to address the Council must complete a speaker card located outside the Council Chambers and deliver it to the Town Clerk prior to the commencement of the meeting. No electronic capability will be provided by the town beyond existing voice amplication and recording (for DVD, CD Rom, USB drives, etc.) Pursuant to the Arizona Open Meeting Law, at the conclusion of Call to the Public, individual members of the council may respond to criticism made by those who have addressed the Council, may ask staff to review the matter, or may ask that the matter be placed on a future agenda. PROCLAMATIONS World Polio Day Proclamation MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS MANAGER'S REPORT: SUMMARY OF CURRENT EVENTS PRESENTATIONS CONSENT AGENDA The Consent Agenda contains items requiring action by the Council which are generally routine items not requiring Council discussion. A single motion will approve all items on the Consent agenda, including any resolutions or ordinances. A Council Member may remove any issue from Regular Council Meeting -October 5, 2010 -Page 2 of 380 the Consent agenda, and that issue will be discussed and voted upon separately, immediately following the Consent agenda. C 1: Resolution No. 2010-93: Relating to Development, approving the release of the private improvement agreement for Dove Mountain Centre II, 3880 W. Tangerine Road and acceptance of public improvements for maintenance (Keith Braun) C 2: Relating to Administration; authorizing Town staff to pursue and approve a settlement in the lawsuit entitled Campbell v. Elected Officials Retirement Plan, The, et al., Maricopa County Superior Court No. CV 2008-008969 for the amount of $950 or less (Jane Fairall) C 3: Minutes of the September 14, 2010 special council meeting and the September 21, 2010 regular council meeting LIQUOR LICENSES BOARDS, COMMISSIONS AND COMMITTEES COUNCIL ACTION A 1: Resolution No. 2010-94: Relating to Animal Control; approving and authorizing the Mayor to execute an intergovernmental agreement with Pima County for the provision of animal control services within the Town of Marana (Jane Fairall) A 2: Resolution No. 2010-95: Relating to Parks and Recreation; approving and authorizing the Town Manager to implement the Town of Marana 2010 Parks, Recreation, Trails, and Open Space Master Plan (Tom Ellis) A 3: Resolution No. 2010-96: Relating to Utilities; adopting the 2010 Potable Water Master Plan (Dorothy O'Brien) A 4: Resolution No. 2010-97: Relating to Mayor and Council; authorizing an alternative date for the November 2, 2010 Council meeting and possible cancellation of December 21, 2010 Council meeting (Jocelyn Bronson) ITEMS FOR DISCUSSION/POSSIBLE ACTION D 1: Legislative/Intergovernmental Report: Discussion/Direction/Action regarding all pending state and federal legislation and report on recent meetings of other legislative bodies (Gilbert Davidson) EXECUTIVE SESSIONS E 1: Executive Session pursuant to A.R.S. §38-431.03 (A)(3), Council may ask for discussion or consultation for legal advice with the Town Attorney concerning any matter listed on this agenda. E 2: Executive Session pursuant to A.R.S. § 38-431.03(A)(3),(4) and (7), discussion or consultation for legal advice with the Town's attorneys and discussion and to consider its position and instruct the Town Manager and staff concerning (1) the lawsuit entitled Town of Marana v. Pima County/Pima County v. Marana Regular Council Meeting -October 5, 2010 -Page 3 of 380 (consolidated), Maricopa County Superior Court No. CV2008-001131, (2) pending legal issues, settlement discussions and contract negotiations relating to the transition of Marana wastewater collection and treatment to the Town of Marana FUTURE AGENDA ITEMS Notwithstanding the mayor's discretion of what items to place on the agenda, if three or more council members request an item to be placed on the agenda, it must be placed upon the agenda for the second regular town council meeting after the date of the request (Marana Town Code, Title 2, Chapter 2-4, Section 2-4-2 B) ADJOURNMENT Regular Council Meeting -October 5, 2010 -Page 4 of 380 ,.~1- t. ' ,~~? `~'- ~_,, , ~~ ROTARY INTERNATIONAL `' t `-~~`~~ WORLD POLIO DAY ~~~ PROCLAMATION WHEREAS, World Polio Day, supported by the Marana Rotary and the Dove Mountain Rotary, is a positive initiative to create awareness and educate the citizens of Marana about the vital importance of eradicating Polio worldwide. Rotary brings 105 years of history to this initiative. Its members are business, professional and community leaders who provide humanitarian service, encourage high ethical standards, and help build goodwill and peace in the world. The Rotary clubs in Marana are two of 32,000 Rotary clubs located in more than 200 countries and geographical areas that initiate service projects to address today's challenges, including illiteracy, disease, hunger, poverty, lack of clean water, and environmental concerns; and WHEREAS, when Rotary began its mission to eradicate polio, more than 350,000 children were stricken with polio every year and nearly 1,000 people were affected by the crippling disease every day. Since then, polio cases have been reduced by 99% to fewer than 1,700 cases in 2009. Today only four countries -Afghanistan, India, Nigeria, and Pakistan -remain polio- endemic. Due to the efforts of Rotary and its partners, the world is on the threshold of ending polio forever -making it only the second disease after smallpox to be eradicated; and WHEREAS, the Bill & Melinda Gates Foundation has awarded 5355 million to Rotary International in the global effort to eradicate polio, of which 5200 million is a challenge grant to Rotary. It is one of the largest challenge grants ever given by the Gates Foundation and the largest received by Rotary in its 105-year history. These funds will provide critical support to polio eradication activities that are spearheaded by Rotary International and its partners -the World Health Organization, the United States Centers for Disease Control and Prevention and UNICEF. Rotary will distribute the funds through grants to WHO and UNICEF; and WHEREAS, polio eradication has been Rotary's top priority since 1985, with more than 51.2 billion contributed to the effort. At the Rotary District Conference in San Diego, California in February 2009, Bill Gates praised Rotary for providing the volunteers, advocates, and donors who have helped bring about a 99% decline in the number of polio cases. "The world would not be where it is without Rotary, and it won't get where it needs to go without Rotary," Gates said. Rotary is now nearing the three-quarter mark -having raised 5140 million of the 5200 million challenge; and WHEREAS, the initiatives of the Marana Rotary and the Dove Mountain Rotary are one more community effort to invite the citizens of Marana to support Rotary's goal. The world stands firmly on the threshold of victory thanks to the achievements of the last 25 years. Apolio-free world will be Rotary's ultimate gift to children everywhere. NOW, THEREFORE, the Mayor and Council of the town of Marana do hereby proclaim October 24, 2010 Rotary International World Polio Day Dated this 5th day of October, 2010. ATTEST: ~~ ~_ Mayor Ed Honea Jocelyn C. Bronson, Town Clerk ~'`~ ~~ ~~~~ ,~. ~r ~~A 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item C 1 From: Keith Brann ,Town Engineer Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2010-93: Relating to Development, approving the release of the private improvement agreement for Dove Mountain Centre II, 3880 W. Tangerine Road and acceptance of public improvements for maintenance Discussion: Approval of this Resolution will release the private improvement agreement between the Town of Marana and Cottonwood Properties as depicted on Exhibit A. In releasing said assurance agreement, the Town of Marana will accept for maintenance, including regulatory traffic control signs and street signs, approximately 1182 linear feet of Tangerine Road. Improvements including a right turn lane, constructed as part of the Dove Mountain Centre II project. Financial Impact: Budgeted to Operations and Maintenance. ATTACHMENTS: Name: Description: Type: O Resolution Dove Mountain Centre Il.doc Resolution Resolution ^ D.ov..e_Mountain Centre II_Exhibit A.pdf Exhibit A Exhibit Staff Recommendation: Staff recommends Mayor and Council release the private improvement agreement for Dove Mountain Centre II and accept the public improvements for maintenance. Suggested Motion: I move to adopt Resolution No. 2010-93, approving the release of the private improvement agreement for Dove Mountain Centre II, 3880 W. Tangerine Road and acceptance of public improvements for maintenance. Regular Council Meeting -October 5, 2010 -Page 6 of 380 MARANA RESOLUTION N0.2010-93 RELATING TO DEVELOPMENT; APPROVING THE RELEASE OF THE PRNATE IMPROVEMENT AGREEMENT FOR DOVE MOUNTAIN CENTRE II, 3880 W. TANGERINE ROAD AND ACCEPTANCE OF PUBLIC IMPROVEMENTS FOR MAINTENANCE WHEREAS, Cottonwood Properties, has completed the public improvements acceptable to Town standards in accordance with the Private Improvement Agreements for Dove Mountain Centre II, ENG0905-001. NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of Marana as follows: SECTION 1. The Town accepts for maintenance, including maintenance of regulatory traffic control and street signs, 1182 linear feet of right turn lane and the appurtenances, as depicted on Exhibit A. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 5th day of October, 2010. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney Regular Council Meeting -October 5, 2010 -Page 7 of 380 h ~a '^. T,'.~'ffi y~ ~ Y t ii S ~ >TTT . t ~ s } } F ~ ~ y~ •i - ~ ~~ ~~ 4 ~nae ~ 3~i ~~ ail ~ ~~ ..I. N~ ! ~ ~ ~ ~~ R ~ ~ .7 . ti.y.., rno ~ n - Q ~ s' fi ~ ~ Z a~~ W ~ ~ ~ ~~ ~ ~= o F- ~ 's~ as I. o $ gyp- o ~~ <"-, ., ~~..i is~~~~ a ~ ~ ~ _ ~~ ~~ m Qa ~+ ' I v ~ g ~~J ~ ~ 2~ ~ s <~ ; ~ ~ _ 4 ~~ 4 ~a ~ o W ~ W ~d ~ ~~ F- I ~ x ~ ~ '~ ~ ~ V ~ ~ ~ ~~~: i5 Z' ~ ~ ~ S (~ ~ 0 (tl -. f ' ~i ~ ~ ~ • I ~ w ~~ ~ ~ H X2.9+, `x od } ~ ~ m ~, O ~ ' ~~ ,~I' ~~'ti c3 ~'1 ~~m i k~aui4 ~ ~ & ¢ ~~ ~ ~i~ ~ ~ i ~ dx <~ ~~~ ~os~ ~ & ~ ^@ ~ ~ a ~~ S ~ ~a r n+m ~e.:mo~ ~ a M~ K m ~~ R E a ~ N w i n ~ ~`~ m 'k Q 2 W 0 M 0 m or m d 0 0 N t[y d 0 U aC~ G c 3 O U N 7 Ol N ~~~~ ~~~,. .~ :~,. ~. b.E~u 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item C 2 From: Jane Fairall ,Deputy Town Attorney Strategic Plan Focus Area: Not Applicable Subject: Relating to Administration; authorizing Town staff to pursue and approve a settlement in the lawsuit entitled Campbell v. Elected Oj~cials Retirement Plan, The, et al., Maricopa County Superior Court No. CV 2008-008969 for the amount of $950 or less Discussion: In Apri12008, Colin Campbell, a retired Maricopa County Superior Court judge, filed a lawsuit against the Elected Officials Retirement Plan (EORP) regarding the EORP's refusal to pay a subsidy for health care coverage that Campbell believed he was entitled to. In March 2009, the Maricopa County Superior Court ruled against the EORP and held that Campbell was entitled to the subsidy. Thereafter, the EORP moved to join all employers participating in the EORP as defendants in the case. In October 2009, the EORP's motion was granted. In November 2009, the Town of Marana, as a participating employer in the EORP, was served with an amended complaint by plaintiff Campbell, as were all other Arizona cities, towns and counties participating in the EORP. The Town forwarded the lawsuit to the Arizona Municipal Risk Retention Pool (AMRRP). AMRRP assigned the case to attorney Charlie Callahan from Holloway Odegard Forrest & Kelly, P.C. in Phoenix. Mr. Callahan also represents other AMRRP members participating in the lawsuit, including the cities of Apache Junction, Safford, Tolleson, Globe and South Tucson and the towns of Sahuarita and Thatcher. On September 28, 2010, Mr. Callahan informed the Town Attorney's Office that the plaintiff, retired judge Campbell, has proposed a possible resolution of the lawsuit. Specifically, in exchange for the sum of $35,000 total, from all defendants, Campbell will: 1. Dismiss the lawsuit against all defendants. 2. Forever waive any right to the subsidy in question. 3. Stipulate to vacate any and all orders previously entered in the Maricopa County Superior Court, including the order that Campbell was entitled to receive the subsidy from the EORP. There are 37 separate defendants in the case; therefore, each defendant's share of the $35,000 settlement would be just under $950. Because the plaintiffs complaint is for injunctive relief, not monetary damages, the Town's insurance will not cover the Town's $950 share of the settlement amount. Approval of this item will allow Town staff to pursue and approve the proposed settlement of the Regular Council Meeting -October 5, 2010 -Page 9 of 380 lawsuit for no more than $950. Financial Impact: If the settlement is ultimately approved by all parties, the Town will pay just under $950 toward the total settlement amount. In addition, settling the lawsuit will preclude any future litigation costs. ATTACHMENTS: Name: Description: Type: No Attachments Available Staff Recommendation: Staff recommends authorizing Town staff to pursue and approve settlement of the Campbell v. EORP, et al, lawsuit for no more than $950. Suggested Motion: I move to authorize Town staff to pursue and approve a settlement in the lawsuit entitled Campbell v. Elected Officials Retirement Plan, The, et al., Maricopa County Superior Court No. CV 2008-008969 for the amount of $950 or less. Regular Council Meeting -October 5, 2010 -Page 10 of 380 ~~~~~ ~.~q 1~~~~ ~'~~ ,~ ~.~~, MARANA TOWN COUNCIL STUDY SESSION MINUTES 11555 W. Civic Center Drive, Marana, A riz;ana 85653 Council Chambers, September 14, 2010. at or after 6:00 PM Ed Honea, Ma ~ o r Herb Kai, Vice A la ~ or Russell Clanagan. Council Member Patti Comerford. Council Member Carol McGorrav. Council Member Jon Post, Council 1v'[ember Roxanne Ziegler, Council R~lemhar S"I~UI~Y S1:SSlON CALL TO ORDER .ANT} ROLL CALL Mayor Honea called the meeting to order at h:UO ~.m. To~~ n Clerk Bronson called roll. A quorum was prrscnt. PLEDGE OF f~l.l_I:GIANCL `Ii~V(~C;~ fION!MOMENT OF SILENCE Led b~~ ~'luvor H~-ne~t. APPfZt )~'AL OF ~(;CN D;~ Motio« t~ approventuned /~t• Cu««ci/MemberMcGorray, second by Council Member Ziegler. ~~totion carried u«uni~«uusly. DISCUSSION%DTRECTION/Pt)SSIBLE ACTION Resolution No. 2U 1 U-~7: helating to Utilities; approving and authorizing the Mayor to execute a five year inter~o~ crnmental agreement between the Town of Marana and Metropolitan Domestic Water Improvement District for the purchase of Long Term Storage Credits (Dorothy O'Brien) Ms. O'Brien presented this item, noting that Metro is willing to enter into an intergovernmental agreement with the town. The town would order a block of water, and they would order it as CAP water to be delivered to their location and recharged. Department of Water Resources would give the long-term credits to Metro, and Metro would transfer those credits to the town. The town would use those credits when making the annual report to the Department of Water Resources, making the payment we need to 1 September 14, 2010 Council Study Session Meeting Minutes Regular Council Meeting -October 5, 2010 -Page 11 of 380 make to Central Arizona Groundwater Replenishment District zero. The town is looking for more long-term water supplies. The town does have a CAP allocation, but it's not as high as what is needed. The intergovernmental agreement with Metro is an interim measure while we continue to look for additional water supplies. Metro's board did approve this at their meeting last night. General questions were raised by Council and responded to by Ms. O'Brien. Motion to approve moved by Council Member McGorray, second by Vice Mayor Kai. Motion carried unanimously. Presentation: Relating to Community Development; pri~~ iding an overview of regional transit services and proposed intergovernmental agreements with the City of Tucson and the Regional Transportation Authority of Pima County for-the provision of public transit services for the Town of Marana for fiscal year 2010-2011 (T VanHook) T. Van Hook gave an overview of the history'of the transit services in Marana. With the regional system, residents in Marana can no~~ travel as far as Sahuarita oi- Oro Valley. Rebranding has also helped with the connectivitti and circulator routes. She also discussed the future ofthe Smart Card and its potential. Currently, there have been over 8,000 riders this year alone; anticipatin~~ 4?.C)OU riders h~~ the end of the year. There is some additional budget capacity for transit station. including one in front of the existing Marana Health Center. The CIP staff is getting sumr cost estimates for doing this. RTA will also be providing funds for a dual shelter on Marana Main Street and a standard shelter and pull-oni lane in 1~ront of the existin~~ Marana 1 Iz~~lth Ccuter. Presentation: Co u n ci I d i s c u ss i ~~ n and direction ~;oncerning proposed schedule for bringing forward i.oning re ~zulations addressing permitted locations for medical marijuana dispensaries and medical marijuana dispensary offsite cultivation locations if the Arizona Medical Marijua~ia ~1ct initiative (Proposition 203) is approved by the voters on November 2, and addressing and substantive zoning requirements the Council wants the staft~and commission to consider (Frank Cassidy) Mr. Cassidy noted that this item is an opportunity for the Council to provide feedback to staff on zoning rc~*ulations in c<<se Prop 203 passes. Tucson and Pima County are gearing up to adopt zoning regulations. Our concern was that if we didn't prepare as well in time for the possible passa~~c ol~ the act that this might a preferred location for a dispensary if we didn't have any regulations in effect. Staff has prepared for a public hearing in front of the Commission and ~~ anted Council's feedback that they might want the Commission to consider. Council concern was raised about setting forth regulations before the measure passed. General discussion ensued, including any liability the town could have. Motion by Council Member Clanagan to authorize staff to proceed with bringing forward zoning regulations addressing permitted locations for medical marijuana dispensaries and medical marijuana dispensary offsite cultivation locations in a manner consistent with Council's discussion and comments at tonight's meeting, second by Council Member McGorray. Motion carried unanimously. 2 September 14, 2010 Council Study Session Meeting Minutes Regular Council Meeting -October 5, 2010 -Page 12 of 380 Presentation: Regarding the 2010 Marana Potable Water Master Plan (Dorothy O'Brien) Ms. O'Brien stated that tonight's presentation was for the purpose of giving an overview and that she does plan to bring this back for formal adoption on October 5. Ms. O'Brien introduced Thom Martinez whose firm was the author of this Plan. She noted that the master plan does not discuss how the water will be obtained, but it does discuss what will be used to distribute the water to the various developments -current and projected. She then reviewed the plan objectives, including costs, and the existing systems. The goal is to make all systems connect which will lower overall c~~ts. T-Here are also a regulatory rules, water policies, existing system analysis and infi astructu.re costs projection and implementation plan. Maintaining water quality, maintainin~z an adequate water supply and ensuring that growth pays for itself are the three main lon`z-term features of the plan's policies. Mr. Davidson reinforced that . <rrious elements ha~~ e been presented and discussed by Council, including the capital improvement program through the budgeting process. Some portions will be handled as dc~ clopments occur. Thr «ater policy for annexation has been discussed, but tonight's oven iew is that all plans discussed over time will be encapsulated into onz document. I f an~~ Council Member wants further detail, one on one meetings can be arranged. 1\Is. O'Brien noted that this plait has been approved by Commission and it is t~ea~dv for Council consideration. General questions from Council ensued and were responded to by Ms. n' l3ricn. Executive Session pursuant to A.R.S. ~ ~S--i ~ I.03 (~1)(3). Coru~rit may ask for discussion or consultation for legal advice ~t~ith the 7-0~~ n Attorne~~ arnc~rning any matter listed on this agenda. ADJOURNh-1l ;N I Motion to adjourn ~not~e~! bt. Cou~tcrl ,tle~uher Post, second by Council Member McGnrray. Motion rrrrf~ic~~l unanimously. The meetin~~ ~~as adjourned at 7:00 p.m. CERTIFICATI(~ N I hereby certify that the foregoing are the true and correct minutes of the Marana Town Council Study Session meeting held on September 14, 2010. I further certify that a quorum was present. Jocelyn C. Bronson, Town Clerk 3 September 14, 2010 Council Study Session Meefing Minutes Regular Council Meeting -October 5, 2010 -Page 13 of 380 ~°'~'~~~ ., C'ti""""""""""'"4 f-l~~ REGULAR COUNCIL MEETING MINUTES 11-555 W. Civic Center Drive, Marana, Arizona 85653 Council Chambers, September 21, 2010, at or after 7:00 PM Ed Honea, Mayor Herb Kai, Vice Mayor Russell Clanagan, Council Member Patti Comerford, Council Member Carol McGorray, Council iVl~mber Jon Post, Council .Member Roxanne Ziegler, Council ~lcmber REGULAR COUNCIL MI~.I~,~I~ING CALL TO ORDER AND ROLL CAI . I , Mayor Honea called the meeting to ordcrat 7:00 p.m. "1`o~~~n Clerk Bronson called roll. All Council Member were present. PLEDGE OF ALLEGIANCT''INVOCATION/MOMIN"l' OF SILENCE Led by Mayor Honea. APPROVAL OF AGENDA Motion to approve ~r~ui~erl by Corr~aci! Rlc~j~her McGorray, second by Council Merreber Clanagan. Motic~~t c~~rrj•ic~~l u~iuirimousl~~. CALL TO THE PUBLI C Speakers-»chlded Albert Lamson, Mimi Battin, Tom Hill, and Janice Mitich who spoke in opposition to the proposed landfill. David Morales stated that the landfill in Pinal County that the opponents of the proposed landfill in Marano arc i n favor of is over the same aquifer. He also discussed infrastructure for proposed development, noting that the town is responsible for the trash generated within the town. He indicated that if the Council wants to help the town grow and control its destiny, it should support the landfill. PROCLAMATIONS Employee Appreciation and Brick Dedication Proclamation Read by Ms. Bronson. She also read years of service for Larry Beasley and Lily Grijalva. Mayor Honea presented each with a branding iron. Mayor Honea also announced that beginning this year each retiring or deceased employee would have their name on an engraved brick placed in the walkway leading to the Administration building of the munici~al complex. Regular Council Meeting - Oc ober 5, 2010 -Page 14 of 380 1 September 21, 2010 Council Meeting Minutes MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS Council Member Ziegler reported on the Oro Valley State of the Town address, indicating that she met their new Mayor and commented on how nice he speech was. She also noted visiting the senior program at Lord of Grace Church and saw where they will be meeting adjacent to the MOC. Last, she apologized to Frank Cassidy for comments she made during his presentation last week on the marijuana initiative. She said that when she familiarized herself more with the issue, she understood his comments better. Council Member McGorray reported on the Oro Valley State of the Town. She also announced that Target will be accepting leftover medication for disposal from 10:00 a.m. to 2:00 p.m. Mayor Honea reported on the senior center activities during his visits. He noted that the town's senior programs are really doing well with participants coming from Tucson, Oro Valley and the County. MANAGER' S REPORT: SUMMARY OF CURRENT ~ V L N T S Gilbert Davidson reported on a magazine article in I3iz_"I ucsun that hichlighted Sargent Aerospace and Controls, their expansion in Marana and their partnership ~~-ith the Town. Next, he announced another award for the Silverbel I IZc~ad project from the Association of General Contractors. This is the fourth national;ind international award for this project. He acknowledged staffs participation with C;ranite Cc~struction. He noted the upcoming events next week for Employee Appreciation Week and stated how fortunate the town is to have such a dedicated and professional workforce. The revised Council Executive Report has been completed and is available with direct linkages to the Strategic Plan. PRESENTATIONS CONSENT AGENDA Motion to approve moved by Cnuneil Member Past, second by Council Member Clanagan. Alotiun carried r«~ailifr~~~rrslp. C 1: R e.~r-lution N u. ~ U 1 ~ 1- S ~ : R e I a ~ in g to Development; approving a final plat for The Preserve 1 V at Dove Mountain C 2: Resolution No. 2010-~~~: Relating to Administration; authorizing the Town Manager or designee to execute documents related to the implementation and administration of employee benefits on behalf of the Town of Marana C 3: Resolution No'. 2010-90: Relating to Administration; authorizing the Town Manager or designee to execute agreements regarding the use of Town of Marana parks and associated facilities on behalf of the Town; repealing Marana Resolution No. 2008- 119 C 4: Resolution No. 2010-91: Relating to Boards, Commissions and Committees; approving applicants to fill vacant positions on various Citizen Advisory Commissions C 5: Resolution No. 2010-92: Relating to Intergovernmental Relations; rescinding Mar~a~nna Resoalut~iolnlNto. 2007-212 regarding the development of the Rosemont Mine in Regular Couhcil'IGfee~tng~ctotie`~5, ~6~~~age 15 of 380 2 September 21, 2010 Council Meeting Minutes C 6: Minutes of the September 7, 2010 regular council meeting LIQUOR LICENSES L 1: Relating to Liquor Licenses; recommendation to the state liquor board adding Sampling Privileges to Safeway Food and Drug #1749, located at 9100 N. Silverbell Road, active Series #9 (Liquor Store) liquor license submitted by Janice L. Martin Presented by Jocelyn Bronson. Ms. Bronson noted that this was an add-on to their current license. No protests were received and staff recommended Council approval. Motion to approve moved by Council Member Post, second by Council Member Comerford Motion carried unanimously. BOARDS, COMMISSIONS AND COMMITTEES B 1: Resolution No. GFCFD Resolution 2010-04: Relatinb to Gladden Community Facilities District; a resolution of the district board of Madden Farms Community Facilities District approving the elimination of restriction on transfer of the district's general obligation bonds, series 2004, 2006, and 2007 and providing that this resolution shall be effective after its passage and approval ac~ordinL to law. The Council is sitting as the Board of Directors for the Gladden Farms ComrT~rrnity Facilities District Presented by Erik Montague who asked .for considerati~>n in removing transfer restrictions on certain bond issuances. Motion to approve moved by Board Men~hcr :M1 cGorray, second by Board Member Clanagan. Motion carrr'ed rmanimously. COUNCIL ACTION A 1: Ordinance No. 2010.17: Relating to Development; approving a modificationto the rezoning conditions of Ordinancel~o. 200926, for the Northwest Commerce Park project on Regenc~~ Plaza street Presented by Lisa Shafer ~~t~o noted that in December of 2009, staff came before Council requesting a rezo-tin~~ of ~ ~ acres on Regency Plaza Drive. She noted that a portion of the project is underway as part of the development plan. This is for 166 single story detached apartments. ,h traffic study was done which did not warrant all of the conditions listed irr the 2009 ordinance. Staff is requesting the Council amend that ordinance. Council Member asked for clarification on conditions B, C and D. Mayor Honea asked if approving the zoning would also be approving the apartments. Council Member Ziegler asked if this was the area where there were water issues. Mr. O'Brien noted that is the area. Tucson Water has provided a letter of service for this property. Motion to approve moved by Council Member Post, second by Council Member Comerford Motion carried unanimously. ITEMS FOR DISCUSSION/POSSIBLE ACTION D 1: Legislative/Intergovernmental Report: Discussion/Direction/Action regarding all pending state and federal legislation and report on recent meetings of other legislative Regular Coun~cif ~feseti gh~c~ob a5~, Z~1 ~e~age' 16 of 380 3 September 21, 2010 Council Meeting Minutes EXECUTIVE SESSIONS Motion to go into executive session on Item E 2 moved by Council Member Post, second by Council Member Clanagan. Motion carried unanimously. Mayor Honea informed the audience that the executive session will be held in the Board Room on the second floor. The meeting will be open to the public at the conclusion of the executive session. Council left the dais at 7:44 p.m. The public meeting reconvened at 10:01 p.m. E L• Executive Session pursuant to A.R.S. §38-431.03 (A1(31- Council may ask for discussion or consultation for legal advice with the Town ,lttornc~ concerning any matter listed on this agenda. E 2: Executive Session pursuant to A.R.S. § 38-~31.03(A)(3),(4) and (7>. discussion or consultation for legal advice with the Town's attornc~ ~ ~rnd discussion and to consider its position and instruct the Town Manager and staff a~nccrning ~°) the lawsuit entitled Town of Marana v. Pima County/Pima County v. Marana (consolidated), Maricopa County Superior Court No. CV2008-001 l ~ i, (2) pendin~~ IeRal issues, settlement discussions and contract negotiations r~latinD la the transition cif T~larana wastewater collection and treatment to the Town of Marana Frank Cassidy asked for. a motion to have staff proceed itl a manner consistent with discussion and direction in executive session. Motion to approve morel hr• G~nncil Member Clanagan, second by Council Member Comerforrb Motion curried S-U, -vith vice Mayor Kai and Council Member Post excused. - FUTURE AGENDA ITI: M S ADJOURNS i l . NT Motion to adjurit•,r rnove~J b~~ Council Member Clanagan, second by Council Member McGorray. Motion rarrierl unanimously S-0. The meeting was adjourned at 10:02 p.m. CERTIFICATION I hereby certify that the foregoing are the true and correct minutes of the Marana Town Council meeting held on September 21, 2010. I further certify that a quorum was present. Jocelyn C. Bronson, Town Clerk Regular Council Meeting -October 5, 2010 -Page 17 of 380 4 September 21, 2010 Council Meeting Minutes ~~ ~~ :li1?<ALR9PA#A 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item A 1 From: Jane Fairall ,Deputy Town Attorney Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2010-94: Relating to Animal Control; approving and authorizing the Mayor to execute an intergovernmental agreement with Pima County for the provision of animal control services within the Town of Marana Discussion: The Town of Marana and Pima County have for many years had an ongoing intergovernmental agreement for the provision of animal control services by Pima County within the Town limits of Marana. All violations of the Town Code are cited into the Marana Municipal Court and prosecuted by the Town's Legal Department. The Town retains all fines imposed in those cases. Pima Animal Care Center collects license and kennel fees for animals within Marana and applies those fees to the cost to the Town for animal control services. The most recent IGA between the Town and the County was effective July 1, 2008 and expired on June 30, 2010. Unti12005, the intergovernmental agreement provided fora $10,000 cap in the cost of services. Beginning with an amendment approved in 2005 due to a potential funding deficit, Pima County required modification of the financing provisions to account for and reconcile all receipts and expenses each fiscal year beginning in FY 2005-06. Under this new payment model, if the Town's expenses under the agreement exceed the annual Town receipts, the Town is required to deposit funds sufficient to cover the Town deficit in the Pima County Rabies Control Fund within thirty days after an official request for funds is made. Conversely, if there is a Town surplus in the Rabies Control Fund, the surplus is refunded to the Town. The proposed IGA covers the time period of July 1, 2010 through June 30, 2012 and follows the same funding model as has been followed since 2005. The Town's expenses for animal control services have significantly increased since 2005 as follows: FY 04-OS $10,000.00 (cap) FY OS-06 $28,241.34 FY 06-07 [$6,524.00] (credit) FY 07-08 $6,832.22 FY 08-09 $27,478.16 Regular Council Meeting -October 5, 2010 -Page 18 of 380 The original amount billed for FY 08-09 was $41,147.66. When the Town questioned this amount due to the dramatic increase between fiscal years, the County conducted an audit and as a result of the audit, reduced the billed amount to $36,590.61. When the Town requested data to support this amount, several months of investigation ensued with the end result being that the Town was credited $9,112.45 due to the County erroneously attributing expenses to the Town. The Town ultimately paid $27,478.16 to the County for FY 08-09. On September 7, 2010, the Town received a bill for FY 09-10 expenses in the amount of $48,576.10. Due to the increased costs to the Town as well as the errors discovered during the audit and investigation of the FY 08-09 billing, when discussions began regarding the renewal of the animal control IGA, the Town requested several modifications to the County's standard IGA. Specifically, the proposed IGA contains the following added or clarified provisions: 1. Paragraph II (8) has been rewritten to clarify that the Town's expenses for animal control will be determined as a simple ratio of the services provided for the Town to the County's total animal control services provided. 2. Paragraph II (14) has been added, requiring the County to provide quarterly statements to the Town indicating year-to-date revenues and expenses. 3. Paragraph II (16) has been added, requiring the County to provide data extracts to the Town on a quarterly basis detailing records of requests for service within the Town and records of revenue attributed to the Town. The Town requested this information during its investigation of the FY 08-09 bill and through the data provided, discovered the County's erroneous attribution of charges to the Town resulting in the $9,112.45 reduction to the Town's bill for that fiscal year. 4. Paragraph II (19) clarifies that the Town will not be financially responsible for outreach and education events the County puts on in the Town unless those events are specifically requested by and held for the Town. Financial Impact: Due to the significant changes in billing from one fiscal year to another in the last 5 years, it is difficult to estimate the financial impact of the IGA. ATTACHMENTS: Name: Description: Type: D Reso re Anmal_Control_IGA with PC 2010- 2012_(.00023237).DOC Resolution Resolution ^ Final_IGA for arnmal_control_7- IGA 10 through_6-12_(00023230).DOC Staff Recommendation: Exhibit Staff recommends approval of the IGA with Pima County for the provision of animal control services. Suggested Motion: I move to adopt Resolution No. 2010-94, approving and authorizing the Mayor to execute an intergovernmental agreement between the Town of Marana and Pima County for the provision of animal control services within the Town of Marana. Regular Council Meeting -October 5, 2010 -Page 19 of 380 MARANA RESOLUTION N0.2010-94 RELATING TO ANIMAL CONTROL; APPROVING AND AUTHORIZING THE MAYOR TO EXECUTE AN INTERGOVERNMENTAL AGREEMENT WITH PIMA COUNTY FOR THE PROVISION OF ANIMAL CONTROL SERVICES WITHIN THE TOWN OF MARANA WHEREAS the Town has been a party to an intergovernmental agreement with Pima County for many years, authorizing the County to perform all animal control services within the Town limits; and WHEREAS Pima Animal Care Center will collect license and kennel fees for animals within the Town and apply those fees to the County's actual costs to provide animal control services for the Town, the difference being the responsibility of the Town; and WHEREAS this intergovernmental agreement between the Town of Marana and Pima County will benefit the citizens of the Town of Marana and will be in the Town's best interest. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, that the intergovernmental agreement between the Town of Marana and Pima County, attached to and incorporated by this reference in this resolution as Exhibit A is hereby approved, and the Mayor is hereby authorized and directed to execute it for and on behalf of the Town of Marana. IT IS FURTHER RESOLVED that the Town's Manager and staff are hereby directed and authorized to undertake all other and further tasks required or beneficial to carry out the terms, obligations, and objectives of the aforementioned intergovernmental agreement. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 5th day of October, 2010. Mayor Ed Honea ATTEST: APPROVED AS TO FORM: Jocelyn C. Bronson, Town Clerk Frank Cassidy, Town Attorney Regular Council Meeting -October 5, 2010 -Page 20 of 380 {00023237.DOC /} INTERGOVERNMENTAL AGREEMENT FOR THE PROVISION OF ANIMAL CONTROL SERVICES BETWEEN THE TOWN OF MARANA AND PIMA COUNTY This Intergovernmental Agreement ("Agreement") is entered into between the Town of Marana, a municipal corporation, hereinafter referred to as "TOWN", and Pima County, a political subdivision of the State of Arizona, hereinafter referred to as "COUNTY". I. RECITALS: WHEREAS, the Town Council of the TOWN desires to enter into an Agreement with COUNTY for the provision of animal control services relating to enforcement of leash law ordinances, biting dog ordinances, animal cruelty ordinances and to provide for the impoundment and sheltering of stray animals; and WHEREAS, the COUNTY has trained personnel capable of enforcing the TOWN Animal Control Ordinances and has facilities for the impoundment and sheltering of stray animals; and WHEREAS, the COUNTY is engaged in certain activities relating to the operation of a COUNTY pound, vaccination and rabies control, stray animal impoundment, including an Animal Care Center, and is therefore presently able to provide assistance and services to the TOWN for animal control purposes; and WHEREAS, in accordance with A.R.S. §11-951 et. seq., the TOWN and COUNTY are authorized to enter into this Intergovernmental Agreement. NOW, THEREFORE, the TOWN and COUNTY agree as follows: II. PARTIES OBLIGATIONS: 1. The County Enforcement Agent, herein designated by COUNTY to be Pima Animal Care Center, and all employees thereunder, shall be referred to herein as "Town Enforcement Agents". 2. The Town Enforcement Agents shall administer and enforce the provisions of the Marana Animal Control Code, applicable state laws and all services related thereunder, including such amendments to said laws as may be passed from time to time. 3. For the purpose of this Agreement, that certain Ordinance known as the Town of Marana Animal Control Ordinance is hereby adopted and made a part of this Agreement by reference as if specifically set forth herein. 4. The Town Enforcement Agents shall be granted those limited police powers necessary to carry out duties imposed by this Agreement, together with any powers necessary for such agents to engage in the vaccination, licensing and other activities arising from their duties as Town Enforcement Agents. {00023230.DOC /}PDFConvert.2903. LFinal_IGA_for_animal_control_7-10_tluough_6-12_(00023230).DOC Regular Council Meeting -October 5, 2010 -Page 21 of 380 5. The services performed under this Agreement shall be carried out in accordance with Pima Animal Care Center Policies and Procedures, and the desires of the COUNTY and TOWN as such desires may be expressed from time to time by the Pima County Board of Supervisors or the Town Council of Marana. Such scope of service level requirements shall be revised, if necessary, in accordance with availability of funds allocated for animal control purposes by the TOWN. Any such revision shall be in the form of a written amendment to this Agreement. 6. The TOWN Prosecutor shall prosecute all criminal matters and the Marana Magistrate Court shall handle criminal and civil matters arising out of the enforcement of the Marana Animal Control Code, as amended, pursuant to this Agreement. All fines collected by the Marana Magistrate Court as a result of the enforcement of the Marana Animal Control Code, shall be the property of the TOWN, and the TOWN shall be entitled to use the funds for its purposes. 7. The Town Enforcement Agents, acting under this Agreement within the jurisdictional limits of the TOWN, shall collect animal licensing and kennel fees and such fees as may be required under the Marana Animal Control Code and/or state statutes, including but not limited to A.R.S. § 11-1011 et. seq. All licensing, impound, adoption and other fees as may be required under the Marana Animal Control Code and state statutes collected by COUNTY on TOWN's behalf shall be credited in their entirety to the TOWN and applied to TOWN's expenses incurred pursuant to this Agreement. 8. TOWN'S expenses for licensing, kennels and enforcement services and associated administrative costs provided by COUNTY pursuant to this Agreement shall be determined by the ratio of receipts processed, animals handled and enforcement calls completed by COUNTY for TOWN to the total licensing, kennel and enforcement services processed by COUNTY. 9. The TOWN shall be extended cooperation and access to documents relating to the Pima Animal Care Center's operations in TOWN. 10. Persons employed by the COUNTY in performance of services and functions pursuant to this Agreement shall have no claim to pension, civil service or other employees' rights granted by the TOWN to its officers and employees. 11. The Parties stipulate and agree that COUNTY is not an employee of the TOWN, and is performing its duties hereunder as an independent contractor, supplying its own employees, and maintaining its own insurance, worker's compensation and internal accounting. The TOWN in no way controls, directs or supervises the actions of the COUNTY under this Agreement. 12. The cost of services charged to TOWN by COUNTY under this Agreement shall include those costs associated with the use and access to certain departments within the COUNTY by the Town Enforcement Agents, which use and access is necessary for the performance of services and functions pursuant to this Agreement, including but not limited to: (a) Pima County Health. Care System; (b) Pima County Health Department; (c) Pima County Facilities Management Department; (d) Pima County Automotive Services Department; (e) Pima County Transportation & Flood Control Department; {00023230.DOC /}PDFConvert.2903.1.Fina1_IGA_for animal_conhol_7-10 through_6-12_(00023230).DOC Regular Council Meeting -October 5, 2010 -Page 22 of 380 (fj Wastewater Management Department; and (g) Pima County Information Services Department 13. The COUNTY shall credit the monies collected on the TOWN's behalf under paragraph 7 of this Agreement to the Pima County Rabies Control Fund, as established pursuant to A.R.S. § 11-1011. 14. During the term of this Agreement, the COUNTY, through its Health Department Director, shall submit to the TOWN on a quarterly basis a statement of year-to-date revenues and expenses for the TOWN pursuant to this Agreement and year-to-date revenues and expenses for the Pima County Rabies Control Fund. The quarterly statements shall include the following: a. By jurisdiction, a statement of period-end and year-to-date revenues and expenses b. By jurisdiction, the number and types of receipts issued, the number of animals handled, the number of presentations made to community and school organizations for which the TOWN is financially responsible pursuant to paragraph 19, below and the number of dispatched enforcement calls c. The total Pima County Animal Care adopted budget, including operating revenues by revenue source and operating expense by type of expense d. The projected year-end balance for the Pima County Rabies Control Fund, including any projected surplus or deficit for the TOWN 15. COUNTY will also provide TOWN with a final reconciliation and Financial Report for the Pima County Rabies Control Fund on or before September 30 for each fiscal year covered by this Agreement. This report shall contain the same information enumerated in paragraph 14 of this Agreement. 16. COUNTY will also provide to TOWN on a quarterly basis a data extract or extracts in an agreed upon file layout containing detailed information regarding records of requests for services and records of revenue attributed to TOWN. This report shall include the following: a. Dates of dispatched enforcement calls b. Activity types of dispatched enforcement calls (e.g., leash law, stray) c. Physical address of response site d. Dates of issuance of licenses Types of licenses issued f. Payment received for each license issued {00023230.DOC /}PDFConveR.2903.1.Fina1_[GA_for_animal_control_7-10_duough_6-12 (00023230).DOC Regular Council Meeting -October 5, 2010 -Page 23 of 380 17. If TOWN expenses exceed TOWN revenues for a given fiscal year, TOWN shall remit payment in the amount of the revenue deficit to COUNTY for deposit in the Pima County Rabies Control Fund within thirty (30) days after TOWN'S receipt of COUNTY'S final reconciliation and Financial Report, as described in paragraph 15 of this Agreement. Interest at the legal rate often per cent per annum, as stated by A.R.S.§ 44-1201 shall accrue on any balance not paid within this time period, unless the TOWN submits a written notice to COUNTY disputing the amount due within 30 days after TOWN'S receipt of COUNTY'S final reconciliation and Financial Report. Upon receipt of the TOWN'S written notice, the COUNTY and the TOWN shall work cooperatively to reach prompt resolution of the dispute. 18. If TOWN revenues collected exceed TOWN expenses for a given fiscal year, COUNTY shall refund the surplus amount to TOWN within thirty (30) days after TOWN's receipt of COUNTY'S final reconciliation and Financial Report, as described in paragraph 15 of this Agreement. 19. COUNTY shall not bill TOWN and TOWN shall not be responsible for the cost of outreach and education events performed by COUNTY in the TOWN'S corporate limits unless the outreach and education event is specifically requested by and held for TOWN. All other outreach and education events, such as school events, are not the financial responsibility of TOWN. III. DURATION AND EFFECTIVE DATE: The term of this Agreement shall become effective July 1, 2010 and shall continue until June 30, 2012. IV. WORKERS' COMPENSATION: Each Party shall comply with the notice provisions of A.R.S. § 23-1022(E), advising employees who provide services pursuant to this Agreement that they are deemed by the laws of Arizona to be employees of both public agencies for the purposes of workers' compensation. V. INDEMNIFICATION: Each party (as `indemnitor') agrees to indemnify, defend, and hold harmless the other Party (as `indemnitee') from and against any and all claims, losses, liability, costs, or expenses (including reasonable attorney's fees) (hereinafter collectively referred to as `claims') arising out of bodily injury of any person (including death) or property damage, but only to the extent that such claims which result in vicarious/derivative liability to the indemnitee are caused by the act, omission, negligence, misconduct, or other fault of the indemnitor, its officers, officials, agents, employees, or volunteers. VI. NON-DISCRIMINATION: The Parties agrees to comply with all provisions and requirements of Arizona Executive Order 2009-09 including flow down of all provisions and requirements to any subcontractors. Executive Order 2009-09 supersedes Executive order 99-4 and amends Executive order 75-5 and maybe viewed and downloaded at the Governor of the State of Arizona's website {00023230.DOC /}PDFConvert.2903.1.Final_IGA_for_anin~al_control_7-10_through_6-12_(00023230).DOC Regular Council Meeting -October 5, 2010 -Page 24 of 380 l~ttp:l/~~r~~~av.a-r~ove~•nc~r.~ovr'dmsr''~ipl~sadl:~(:) 2(}(}9 ()$3.pdfwhich is hereby incorporated into this Agreement as if set forth in full herein. During the performance of this Agreement, the Parties shall not discriminate against any employee, client or any other individual in any way because of that person's age, race, creed, color, religion, sex, disability or national origin. VII. AMERICANS WITH DISABILITIES ACT: The Parties shall comply with all applicable provisions of the Americans with Disabilities Act (Public Law 101-336, 42 U.S.C. 12101-12213) and all applicable federal regulations under the Act, including 28 CFR Parts 35 and 36. VIII. APPLICABLE LAW: This Agreement and all obligations upon the COUNTY or TOWN arising therefrom shall be subject to any limitations of budget law or other applicable local law or regulation. The Parties hereto shall comply with all applicable federal, state and local statutes, ordinances, regulations, rules, standards and executive orders. IX. TERMINATION: This Agreement may be terminated by either Parry, with or without cause, upon sixty (60) days written notice. Upon termination, a final statement shall be sent to the TOWN by the Pima County Animal Care Center. Within thirty (30) days of receipt thereof, the TOWN shall tender payment of any deficit or the Pima County Animal Care Center shall tender payment of any surplus. X. ASSIGNMENT: Any assignment or attempted assignment of this Agreement by either Party without the prior written consent of the other Party shall be void. XI. NON-WAIVER: The failure of either Party to insist upon the complete performance of any of the terms and provisions of this Agreement to be performed on the part of the other, or to take any action permitted as a result thereof, shall not constitute a waiver or relinquishment of the right to insist upon full and complete performance of the same, or any other covenant or condition, either in the past or in the future. The acceptance by either Party of sums less than may be due and owing it at any time shall not constitute an accord and satisfaction. XII. CONFLICT OF INTEREST: This Agreement is subject to the provisions of A.R.S § 38-511. {00023230.DOC /}PDFConver[.2903.1.Final_IGA_for_animal_control_7-10 tlvough_6-12 (00023230).DOC Regular Council Meeting -October 5, 2010 -Page 25 of 380 XIII. NON-APPROPRIATION: Notwithstanding any other provisions in this Agreement, this Agreement may be terminated with or without sixty (60) days notice if the Pima County Board of Supervisors or the Marana Town Council does not appropriate sufficient funds for the purpose of maintaining this Agreement. XIV. NON-WARRANTY: The Parties do not warrant their respective right or power to enter into this Agreement and ifthe same is declared null and void by court action initiated by third persons, there shall be no liability to the other Party by reason of such action or by reason of the Agreement. XV. NOTICES: Any notice required or permitted to be given under this Agreement shall be in writing and shall be served by personal delivery or by certified mail upon the other party as follows: COUNTY Director Pima County Health Department 3950 S. Country Club, Ste. 100 Tucson, AZ 85714 TOWN OF MARANA Mayor Town of Marana 11555 W. Civic Center Dr. Bldg. Al Marana, AZ 85653 (520) 382-1999 XVI. LEGAL ARIZONA WORKERS ACT COMPLIANCE: TOWN hereby warrants that it will at all times during the term of this Contract comply with all federal immigration laws applicable to TOWN'S employment of its employees, and with the requirements of A.R.S. § 23-214 (A) (together the "State and Federal Immigration Laws"). TOWN shall further ensure that each subcontractor who performs any work for TOWN under this Contract likewise complies with the State and Federal Immigration Laws. COUNTY shall have the right at any time to inspect the books and records of TOWN and any subcontractor in order to verify such party's compliance with the State and Federal Immigration Laws. Any breach of TOWN' S or any subcontractor's warranty of compliance with the State and Federal Immigration Laws, or of any other provision of this section, shall be deemed to be a material breach of this Contract subjecting TOWN to penalties up to and including suspension or termination of this Contract. If the breach is by a subcontractor, and the subcontract is suspended or terminated as a result, TOWN shall be required to take such steps as may be necessary to either self- perform the services that would have been provided under the subcontract or retain a replacement subcontractor, as soon as possible so as not to delay project completion. TOWN shall advise each subcontractor of COUNTY'S rights, and the subcontractor's obligations, under this Article by including a provision in each subcontract substantially in the following form: "SUBCONTRACTOR hereby warrants that it will at all times during the term of this {00023230.DOC /}PDFConverL2903.1.Final_IGA_for_auimal_control_7-10 tluough_6-12_(00023230).DOC Regular Council Meeting -October 5, 2010 -Page 26 of 380 Contract comply with all federal immigration laws applicable to SUBCONTRACTOR'S employees, and with the requirements of A.R.S. § 23-214 (A). SUBCONTRACTOR further agrees that COUNTY may inspect the SUBCONTRACTOR'S books and records to insure that SUBCONTRACTOR is in compliance with these requirements. Any breach of this paragraph by SUBCONTRACTOR will be deemed to be a material breach of this Contract subjecting SUBCONTRACTOR to penalties up to and including suspension or termination of this contract." Any additional costs attributable directly or indirectly to remedial action under this Article shall be the responsibility of TOWN. In the event that remedial action under this Article results in delay to one or more tasks on the critical path of TOWN'S approved construction or critical milestones schedule, such period of delay shall be deemed excusable delay for which TOWN shall be entitled to an extension of time, but not costs. XVII. SCRUTINIZED BUSINESS OPERATIONS: Pursuant to A.R.S. §§ 35-391.06 and 393.06, TOWN hereby certifies that it does not have scrutinized business operations in Iran or Sudan. The submission of a false certification by contractor may result in action up to and including termination of this Contract. XVIII. GRANT COMPLIANCE: "Not Applicable" XIX. ENTIRE AGREEMENT: This document contains the entire Agreement between the Parties and it may not be modified, amended, altered or extended except by a written amendment executed by both Parties. IN WITNESS WHEREOF, the Parties hereto approve this Intergovernmental Agreement. PIMA COUNTY: Ramon Valadez, Chairman Date Pima County Board of Supervisors ATTEST: Clerk of the Board Date TOWN OF MARANA, a Municipal Corporation: Mayor Date ATTEST: Town Clerk Date {00023230.DOC /}PDFConvert.2903.1.Final IGA_for_anicnal control_7-10_tluou3h_6-12_(00023230).DOC Regular Council Meeting -October 5, 2010 -Page 27 of 380 REVIEWED BY: Department Head Date Pursuant to A.R.S. § 11-952(D), the attorney for the Town of Marana has determined that the foregoing Intergovernmental Agreement is in proper form and is within the powers and authority of the entity as granted under the laws of the State. Legal Counsel, Town of Marana Date Pursuant to A.R.S. § 11-952(D), the attorney for Pima County has determined that the foregoing Intergovernmental Agreement is in proper form and is within the powers and authority of the entity as granted under the laws of the State. Deputy County Attorney, Pima County Date {00023230.DOC /}PDFConvert.2903.1.Final_IGA_for_auimal_control_7-10 though 6-12_(00023230).DOC Regular Council Meeting -October 5, 2010 -Page 28 of 380 ~~~~ ~~~~ r~~~ ~~m~ 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item A 2 From: Tom Ellis ,Parks and Recreation Director Strategic Plan Focus Area: Recreation Strategic Plan Focus Area -Additional Information: One of the major focus areas of the Strategic Plan is recreation and a key initiative is to identify, undertake and/or complete planning processes for parks, open space, and recreation facilities. The Parks and Recreation Department is tasked with finalizing the Parks and Recreation Master Plan. Subject: Resolution No. 2010-95: Relating to Parks and Recreation; approving and authorizing the Town Manager to implement the Town of Marana 2010 Parks, Recreation, Trails, and Open Space Master Plan Discussion: In 2008, the Town of Marana Parks and Recreation staff, with the support of the Parks and Recreation Citizen Advisory Commission (PRCAC), began a project to develop a comprehensive Parks and Recreation Master Plan. The purpose of the plan was to update the existing 2000 Park, Trail and Open Space, System Master Plan and to add a comprehensive overview of parks and recreation in Marana to include programming, operations, and fmancing. A request for proposals was advertised in February 2008. Four firms were interviewed by a panel of town staff and PRCAC members, and EDAW/AECOM was selected. Work on the plan began in May 2008. From the beginning of the process, the Parks and Recreation Citizen Advisory Commission regularly provided guidance and reviewed progress on the plan as it was developed. Public meetings, focus groups, a telephone survey, the town's Website and town-wide events were all used to reach out to the community for input on programming, recreation, park and open space needs and desires. In addition to community engagement, extensive research was undertaken on recreation facilities, levels of service, funding levels and sources, and management structures and administrative support provided by other jurisdictions similar to Marana. The Parks and Recreation Citizen Advisory Commission chose three southwestern communities to benchmark. Those communities were Colorado Springs, Colorado, because of its closeness to outdoor recreation; Rio Rancho, New Mexico, because it is similar to Marana in its relationship with a major southwestern city; and Scottsdale, Arizona, because of its recreation programming and western heritage. The results of this benchmarking contributed to the discussion about the levels of services and facilities Regular Council Meeting -October 5, 2010 -Page 29 of 380 profiles that are appropriate to Marana, and that would contribute to the town's quality of life and economic activity. During the development of the master plan, the town embarked on a strategic planning process that examined all of the town's functions. A significant outcome of this process was the identification of the natural environment and recreation as a key to the town's economy and quality of life. The Parks and Recreation Master Plan moves the town's Strategic Plan forward. The master plan was also altered to reflect the emerging business model following the world-wide economic crisis that necessitated a greater reliance on partnerships and identification of revenue recovery objectives. The Parks and Recreation Master Plan outlines the vision for the town's "green infrastructure" and identifies specific steps that can be taken over the next 20 years. The plan will be a benchmark for program and facility improvements with updates planned each five year period from adoption. Financial Impact: The 2010 Parks, Recreation, Trails, and Open Space Master Plan will be used by the Parks and Recreation Department in the development of capital, operational, and program budgets. ATTACHMENTS: Name: Description: D Reso,,,,re_adoption_of Parks,,,master"plan_ Resolution (00023325). DOC Type: Resolution O PMP 1-170.,.pdf Parks Master Plan -Pages 1-170 Exhibit O PMP_171-290.pdf Parks Master Plan -Pages 171-290 Exhibit Staff Recommendation: Staff recommends adoption of the 2010 Parks, Recreation, Trails, and Open Space Master Plan. Commission Recommendation - if applicable: The Parks and Recreation Citizen Advisory Commission recommends the 2010 Parks, Recreation, Trails, and Open Space Master Plan. Suggested Motion: I move to adopt Resolution No. 2010-95, approving and authorizing the Town Manager to implement the Town of Marana 2010 Parks, Recreation, Trails, and Open Space Master Plan. Regular Council Meeting -October 5, 2010 -Page 30 of 380 MARANA RESOLUTION NO. 2010-95 RELATING TO PARKS AND RECREATION; APPROVING AND AUTHORIZING THE TOWN MANAGER TO IMPLEMENT THE TOWN OF MARANA 2010 PARKS, RECREATION, TRAILS, AND OPEN SPACE MASTER PLAN WHEREAS on February 3, 2009, the Town Council adopted the Town of Marana Strategic Plan to serve as the foundation for the Town's future; and WHEREAS the Strategic Plan identifies five focus areas that are priorities for achieving the Town of Marana's vision; and WHEREAS Recreation is one of the five focus areas identified in the Strategic Plan; and WHEREAS the Recreation focus area includes an initiative to identify, undertake and/or complete planning processes for parks, open space, and recreation facilities; and WHEREAS during the period between 2008 and 2010, the Town of Marana Parks and Recreation Citizens Advisory Commission completed a master planning process; and WHEREAS as a part of the master planning process, citizens participated in focus groups, public meetings, a scientific telephone survey, and presentations at community events to provide in- put into the planning process; and WHEREAS the Town of Marana Parks and Recreation Citizens Advisory Commission has reviewed the 2010 Parks, Recreation, Trails, and Open Space Master Plan and recommends that it be approved by the Town Council; and WHEREAS the Town Council finds that adoption of the 2010 Parks, Recreation, Trails, and Open Space Master Plan as set forth in this resolution is in the best interests of the Town and its resi- dents. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, AS FOLLOWS: SECTION 1. The Town of Marana 2010 Parks, Recreation, Trails, and Open Space Master Plan, attached to and incorporated by this reference in this resolution as Exhibit A, is hereby ap- proved, and the Town Manager is hereby authorized to implement it for and on behalf of the Town of Marana. Regular Council Meeting -October 5, 2010 -Page 31 of 380 Marana Resolution 2010-95 1 {00023325.DOC /} SECTION 2. The Town's Manager and staffare hereby directed and authorized to undertake all other and further tasks required or beneficial to carry out the terms, obligations, and objectives of the aforementioned Town of Marana 2010 Parks, Recreation, Trails, and Open Space Master Plan. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 5th day of October, 2010. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney Regular Council Meeting -October 5, 2010 -Page 32 of 380 Marana Resolution 2010-95 2 {00023325.DOC /} ~~ ~~~ :~' ,.~,~~,r~,~~~ 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item A 3 From: Dorothy O'Brien ,Utilities Director Strategic Plan Focus Area: Commerce, Community Building Strategic Plan Focus Area -Additional Information: Strategic Plan Action Strategy: Complete infrastructure master plan with representation from all utilities. Strategic Plan Initiative: Secure all necessary water resources and infrastructure. Strategic Plan Action Strategy: Identify and consider options for resource acquisition and infrastructure improvement. Subject: Resolution No. 2010-96: Relating to Utilities; adopting the 2010 Potable Water Master Plan Discussion: The 2010 Potable Water Master Plan was presented and discussed at the September 14, 2010 Council meeting. The Master Plan evaluates the existing potable water system's capacity to identify the needs of existing and. future customers, creating a schedule that includes projected and costs for the construction of needed capital improvements. The cost estimates contained in the Potable Water Master Plan will be used to develop budgets, rates and connection fees for the Marana Utilities Department. If adopted, the 2010 Potable Water Master Plan will guide the Utilities Department in the coming years and will make the plan an appendix to the 2010 General Plan as it moves forward through its evaluation and adoption by Council. Financial Impact: The 2010 Potable Water Master Plan will be used by the Utilities Department in the development of the Town's annual Capital Improvement Plan and in future water rates and impact fee rate studies. ATTACHMENTS: Name: Description: Type: Regular Council Meeting -October 5, 2010 -Page 323 of 380 O Reso Adoptng_201.0_Potable_Water Master Plan.doc Reso Adopting Potable Water Master Plan Resolution Cl 830.10_Edts_for_security_201.0 Master Plan_Report j1]pdf 2010 Potable Water Master Plan Exhibit Staff Recommendation: Staff recommends adoption of the 2010 Potable Water Master Plan. Commission Recommendation - if applicable: The Utilities Commission recommends the 2010 Potable Water Master Plan be adopted by Council. Suggested Motion: I move to adopt Resolution No. 2010-96, adopting the 2010 Potable Water Master Plan. Regular Council Meeting -October 5, 2010 -Page 324 of 380 MARANA RESOLUTION NO. 2010-96 RELATING TO UTILITIES; ADOPTING THE 2010 POTABLE WATER MASTER PLAN WHEREAS the Marana Municipal Water System utilizes the Potable Water Master Plan as the key guidance document to identify the capital components required for both existing and future customers; and WHEREAS the 2010 Potable Water Master Plan is a subordinate document to the General Plan; and WHEREAS the goal of the Town is to plan for the future development and construction of adequately sized, integrated infrastructure for future customers as the Town grows; and WHEREAS the Plan provides for system integration and reliability, and charts the appropriate fees to accommodate the long-term infrastructure development requirements of the utility; and Town. WHEREAS the Mayor and Council find that adoption of the Plan is in the best interest of the NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, AS FOLLOWS: SECTION 1. The 2010 Potable Water Master Plan is hereby adopted in full, including Chapter 4 and Exhibits 5-2, 5-3, 7-1, 7-2, and 7-3, which have been removed from the public version of the Plan for security reasons pursuant to the Public Health Security and Bioterrorism Preparedness Response Act. SECTION 2. A full and correct copy of the public version of the 2010 Potable Water Master Plan, with Chapter 4 and Exhibits 5-2, 5-3, 7-1, 7-2, and 7-3 removed for security reasons pursuant to the Public Health Security and Bioterrorism Preparedness Response Act, is attached as Exhibit A to this resolution and incorporated here by this reference. SECTION 3. The various Town officers and employees are authorized and directed to perform all acts necessary or desirable to give effect to this resolution. Regul~re~l~~~yr~~_~~ctober 5, 2010 -Page 325 of 380 _ 1 - 2010 Potable Water Master Plan PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 51h day of October, 2010. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney Regul~re~l~~yr~~_9~ctober 5, 2010 -Page 326 of 380 _ 2 - 2010 Potable Water Master Plan ~:~ T` L ~T ~T` EXECUTIVE SU1vIMARY Introduction .............................................................................. ..... ES-1 Planning Area .......................................................................................................................................... ES-1 Water Pressure Zones .............................................................................................................................. ES-1 Growth/Phasing .................................................. ......... ES-1 Water System Demand Pattern ................................................................................................................ ES-2 Wells--------------------------------------•-----------------------...- . ------------------ ES-3>' ---•-------• Storage ..................................................................................................................................................... ES-3 Booster Stations ..........................................................................:............................................................ ES-3 Capital Improvements Plans .................................................................................................................... ES-3 CHAPTER 1 -MASTER PLAN CIVERVIEW 1.1 Introduction ...................................................................................................................................1-1 1.2 Key Issues ...................................................................................................................................... l-1 1.3 Water System Planning. Horizon ...................................................................................................1-2! 1.4 Limits of RTater Service Area ........................................................................................................1-2' 1.5 Water Resources and Development ...............................................................................................1-2' 1.6 Water Quality Regulations ............................................................................................................1-2' 1.7 System Improvements far Existing Customers ............................................................................. l-2 1.$ System Improvements for Growth ................................................................................................ l-3 l.9 Capital Expenditures and Timing .................................................................................................. l-3 CHAPTER 2 -REGULATORY REQUIREMENTS 2.1 Federal Requirements ....................................................................................................................2-1 2.1.1 Safe Drinking Water Act (Sll~~A} ...................................................................................-...,.,....2-1 2.1.2 Ground mater Rule (GWR} ........................................................................................................2-1 2.1.3 Public Health Security and Rioterrorism Preparedness and Response Act ...................................2-2 2.1.4 Occupational Safety and Health Administration (OSHA} ...........................................................2-3 2.2 State Requirements ........................................................................................................................2-3 2.2.1 Arizona Department. of Environmental Quality (ADEQ) ...........................................................2-3 2.2.2 Arizona Department of mater Resources (ADWR) ....................................................................2-5 2.3 Local Requirements .......................................................................................................................2-$ 2.3.1 Town of Marano ~~V'ater Policies ..................................................................................................2-$ 2.3.2 Town of Marano ~~'ater Code .....................................................................................................2-$ CHAPTER 3 -WATER SYSTEM DEVELOPMENT POLICIES 3.1 Non-potable Water System Foliey ................................................................................................ 3-1 3.2 Fire Flow:Policy ............................................................................................................................ 3-1 3.3 Storage Capacity Policy ................................................................................................................. 3 2,, 3.4 System Pressure Policy .................................................................................................................. 3-2' 3.5 Looped Water Systems Policy ....................................................................................................... 3-3 3.6 3.7 Backup Generator Policv ............................................................................................................... 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Si~ra~~, a:nd E3~ostE~rt.°a~~~~t~ ~it~~uaE7c~r~ .....................:..~........._._.............._...................7-~ ?.ELI Iz~ta~a~erE~ct~u•e Ix~zl3act 1~~e ...:.........................................................................~..,_~...,.a.,..,....,........'~--~~ `_3."% CTr~~•i~- St~r~~e ,~b~~I I~ezzc~~a~~lc 0~; ~at~.-r I~~;e~urce 1~ ce ........ .....x.. .,..............................,......_.....?-~ ~r Regui~rr~~ ~~t~rg~b'b~r~3iFO •~~2s~~~~~ ~~~t~r + i . ~ - ~ _,~~ 7 . ~„W. -~_ _r. __, TB~ cap ~aTlaT LIST (~F XFfIB1TS (Exhibits appear at end of each section) Exhibit F,S-1:2010 Marana Water Master Planning Area Exhibit ES-2: Water Demand Projections Exhibit ES-3: Pressure Zones Exhibit 4-1: Existing. System Water Service Area Location Map Exhibit 4-2: Palo Verde Service Area Exhibit 4-3: Airport Service Area Exhibit 4-4: Airlne/LarnbertlSaguaro Springs/La Puerto and Falstaff Service Areas Exhibit 4-5: Cortaro/Oshrin Service Area and Hartman Vistas Service Area Exhibit 4-b: Picture RoekslContinental Reserve/Springs Service Area Exhibit 4-7: North Marana Service Area Exhibit 5-1: Town of Marana General Plan 2007 and Specific Plans Exhibit 5-2: "`This Exhibit has been removed for security purposes under the Public. Health Security and Bioterrorism Preparedness Response Act" Exhibit 5-3: "This Exhibit has been removed for security purposes under the Public.: Health Security and Bioterrorism Preparedness Response Act" LIST OF Fl{3URES Figure 1. Water Demand Projections.----------------------------------------------------- - -_ES-2 Figure 2.2009 Water Demand Summary-------------------------- ______-----_-___ES-2 ------------------------------------------- LIST i3F TABLES Table 4-l. Connections and Usage Summary ______________________________________ _ - -----------•---------- 4- ------------------ 1 Table 4-2: Marana Water Pressure Zone Boundaries 4-2 Table 4-3. Existing Well. Capacity Summary,________________ ---------------------------------------------- ------------------ 4-3 Table 4-4. Existing Reservoir Summary ---------------------------------------------------------------------- --------------_-_ 4-4 Tablc4-5. Existing Boaster Station Summary ---------------•__--_------------------------------------ ------------------4-5 Table 4-b. Existing Water System Capacity Summary.------------- -- ------------------------------- ------------------ 4-5 Table 4-T. Equivalent Dwelling Unit Meter Factors ------------------------------------------------------ ____-___-_____-_ 4-6 Table 4-8. Existing Potable Water Usage and Demand Summary_•_______________________________ _________________ 4-7 Table 4-9. Existing Well Capacity Requirements--__________ ------- ---•----- --------- --------- -- ------- --------- 4-8 Table 4-10. Existing System Fire Flow Requirenrents__________________________________________________ __________________ 4-9 Table 4-1 i. Existing Reservoir Capacity Requirements _________ _________ _________ _________ __ _______ _________4-10 Table 4-l 2. Existing. Booster Capacity. Requirements_ _________ _________ _________ _________ __ _______ ________ 4-10 Table 4-13. Existing System Capital Improvement Requirements._____ _________ _________ __ _______ ________ 4-11 Table 5-1. Planning;,Density by Land Use Category------------------- -------------------------------- ------------___--- 5-1 Table 5-2. Specific Plans Used in Flow Projection=------------------------------------------------------ ------------------ 5-2 Table 5-3. Bui dout Projection Summary------- --- ----------------------------------------------------- -- ------------------ 5-2 Table 5-4. Phasing of Specific Plan Development {as Percent of Buildout)____ _____________ __________________ 5-3 Table 5-S. 2015 Projected Demand Summary--------------------------------------------- --------- -- ------- --------- 5-4 Table 5-b. 2020 Projected Demand Summary------------------------------------------------------------- ------------------ 5-4 Table 5-7. 2030 Projected Demand Summary______________ _____-_____ 5- Table 5-8'..Future Source Capacity Requirements Summary ---------------------------------------- ----------------- 5-6 `['able 5-9. Future Storage Capacity Requirements Summary________________________________________ __________________ 5 7 Table 5-10. Future Booster Station Capacity Requirements Summary _________ _________ __ _______ _________ 5-8 Table 5-11. Transmission Line Extension Summary__________________________ _________ --------- -- ------ -------- ~-9 Regul~ ~ 9t rl~ 191e ttt Nlatar €an Fl,~ ~/<~~~ i~l~~tF7" B[.E C3F GOtdTi~T Table 5-12. 10-Year Capital Improvement Projects_______ 5-10 ------------- ------------------------------------------------- Table 5-13. Buildaut Capital Improvement Projects_________________________________ __ 5-11 Table 6-1: Marana Water 10-Year (2020} Capital Improvement Projects,_______________________________________ 6-4 Table 6-2: Marana Water Buildaut Capital Improvement Projects._____ --------- --------- -------------------- 6-5 Table 7-1. "This E7chibit has been removed for security purposes under the Public Health Security and I3roterrorism Preparedness Response Act" Table ?-2. "This Exhibit has been removed for security purposes under the Public' Health Security and Bioterrorism Preparedness Response Act" Table 7-3: "This Exhibit has been removed for security purposes under the Public. Health Security and Bioterrorism Preparedness Response Act" Regu1~Dl~tiOrta~ ~t1~ ~$1 rri aster Dian t~-:31,'2t??sJ D~AF7' 1 AAC ACC ADD ADEQ ADOSH ADWI~ AFY AMA ARS AWWA AWS AZPDIS BMP BOR.. CAGRD CAP CAWCD CIP CWA CWS EDU EQ$' EP,F1, ftJs gpad gpcd gpd gpm G1ZW IFC Arizona Administrative Code Arizona Corporation Commission Average Daily Demand Arizona Department of Environmental Quality Arizona Division of Occupational Safety and Health Arizona Department of Water Resources acre feet per year Active Management Area Arizona Revised Statues American VS,'ater works Association. Assured Water Supply Arizona Pollutant Discharge Elimination System Best Management Practice Bureau of Reclamation Central Arizona Groundwater Replenishment District Central Arizona Project Central Arizona Water Conservation District Capital Improvement Project Clean Water Act Community Water Systems equivalent dwelling unit Emergency Operation Plan Environmental Protection Agency feet per second gallons per acre per day gallons per capita per day gallons per day gallons per minute Ground Water Rule Inteational,Fire Code IPC International Plumbing Code MCL Maximunx Contaminant Level MDWID Metropolitan Domestic Water Improvement District MG million gallons MCPCCP Modified Non-Per Capita Conservation Program MFR multi-family residence NPDS National Pollutant Discharge Piiination System OSHA Occupational Safety and Health. Administration PCB polychlorinated Vii-phenyl PCDEQ Pima County Department of Environmental Quality PDD Peak 1aiy Demand PHD Peak Hourly Demand PHSBPRA Public Health Security and Bioterrorism Preparedness and Response Act ppb pants per billion ppdu persons per dwelling unit PRV pressure reducing valve psi pounds per square inch PWS Public Water Systems RTC Remote Terminal Unit SCADA. supervisory control and data aequisiti_on SDWA Safe Drinking Water Act SFR single family residence SMCLs' Secondary maximum corataimxtent levels TCR Total Coliform Rule WHP Wellhead Protection Program Regular ~ouncj(1v~etin~ ~c~at~e5 5 jQl,4.., Pa9?F~~~ pt 38Q, i. < l `.~ ~ ~.__~ i) ~,~krsFi .. , . , . _ _.. ~. ~„ ,~ ~ti~ti-~ ~- ~ a I°t'flnUE'"TIC3I~ The 'I"own of Martina Water Department (Martina ~~%ater`, 2010 Potable Cuter System lbZaster Plan is a comprehensive planning document used to project the infrastructure and water resource requirements for the Town of Marana. This executive summary is to~provide an overall picture of the Martina Water's potable system in terms of system demands and infrastructure requirements including wells, reservoirs, and booster stations. The approach for the Master Plan is to evaluate the system on a capacity basis to determine the needs of existing and future custotn~rs, to set forth a schedule for the construction of new capital improvements, and to provide an estimate of the cost for the required improvements. The cost estimates can be used in the development of the budgets, rates, and connection fees for Martina Water. I'P~tit~G Ai2A The planning area for the Master Plan is identied on ._ .-_ The planning ~:ea is similar to the planning area used in the 7 ~~wn of Martina 2007 General Plan, excluding La (~sa, areas served or to be served by other water providers such as Tucson C~`at~ and Red Rock, and areas anticipated with low development potential. As depicted. on ~ ~` `. , the l~iarana C'L'ater planning area is situated in both Pima and Pinal counties,. and encompasses portions of both the Tucson and the Pinal Active Management Areas (AM.~ls). Mararia ~~'atet has evaluated potable water demands within the Town of Martina 2007 General Plan area, including those demands served by other water providers... ~_ _, °t ~ 5~a depicts the areas antis~pated to be served, by different water providers and their associated buildout potable water demand projections. Martina C~%ater is projected to serve approximately 6:1,534 acre-feet per year (AFY} of potable water demands at buildout within the 2010 water master planning area. In comparison, the potable water demands for the Tucson ~h'~atex intended service areas within the Town of lbiarana 2(107 General Plan area are projected to be approximately 7,079 AF'Y. Regul~r CaunGil Me~tin~g i o r 5 X010 < Page 33, pf 3Bal_r ~ : ;~: ~ The i\riarana Water planning area is separated into pressure zones based on elevation. The pressure zone delineations are typically consistent with zones used by adjacent municipal water providers. 'I~ae zone boundaries are established at approximate 100-ir~~~c eleva~ion differences. The overall IYiarana iC'.~ rc r pressure zane delineations axe shown on Based on elevation, the buildout Martina Water system is separated into ten (10} pressure zones: the ~', W+, X, Y, Z, A, B, C, CR (Continental Reserve.),. and PR (Picture Rocks Zones. The Martina CYiater X Zone consists of four subzones (~_1a, X1b, X1c, and X1d) that are contiguous in area but ate not anticipated to be interconnected within the 5 10-, and 20-year planning horizons, The Y Zone includes three subzones (Yl, Y2, and Y3} that are non-contiguous, and the Z Zone includes two subzones {Z1 and Z2} that are noFi-contiguous. GrG CV°(`kll'HA SING Ilriarana Water has coordinated with the 'T`own of Martina Planning and Zoning Department to develop population and growth projections Ear its service area. t3sing the 2007 General Plan and assumptions regarding land use densities, Martina Water is projected to serve approximately 169,604 equivalent dwelling units {EDLTs} at buildout, including approximately 7,532 residential Luxits. Based on the census data of 2.7 persons per residential unite in the area, Martina C~'ater is projected. to serve approximately 201,20(? people at buildout. The rate of growth within the 5-year (2015) and 10- year (2020) planning horizons is based on Specific Plan growth information provided by the Town of Martina Planning and 'l;aiung Department. The rate of growth between the 10- to 20-year (2030} planning horizons is assumed at the same growth rate as projected within the 10-year planning horizon. - ._. ~'t' r pnjin below shows the existing and projected water demands for 2015, 2020, 2030 and buildaut. wv f _,z ,. , ~: ; , a~Aw.q, iitznK">> ~X~[,!TlVE MCI Page ES-2 ~ATit YSt~1 Ei43A~.~ A"I"I'~.~L' Potalsle water systems in the south~uester~l United S#ates are generally designed to accommat3ate peak demands. Peak day demands (I'Dl~} are generaIly twice the annual average daily demands and 1.5 times the peak month average daily demand. it e t~ .... . _ ~ ~~~ shows the Marana ~~;~~v~', potable water deliveres~in 2009 (by month}. Figure 2.2449 G~'ateP Demand Summary {Per the Marana Water ADWR Annual Report) i i 250 I i 200 ~ 150 ~ I 100 I ~ 5fl 0 Jan Feb Mar rlpr May Jun Jul rlug Sep Qct Nov I7ec 2449 ~ ~-_ .~-/°" __--~`' __T..........._.._.._..._7 T--T T....._..._...._.~.__......-P .............. >~ o~ Re9~-k~~i ~Rur~cet Meeiin~ i ~~trak~ef,~.,Za~O_- P~9e~34 o(,38p r ~ i _~st~~r ~'~:3:~ ~: t7I,7 xe c.i6l U LJtfPt{° f v RSA 2 A'r 4 1+r~v*~ ECTIE UM AY` Page ES-3 ELLS A complete evaluation of the well, storage, and booster capacity requirements for the Marano Water system was performed in the Master Plan. The well capacity requirement is based on providing PDD with the largest well out of service. At buildout, the projected PDD' far Marano Water is approximately 76,322 gallons per minutes. (gpm). In addition, a total of 9,100 gpm reserve well capacity is anticipated, resulting in a total well capacity requirement of $5,422 gpm For Marano Water at buildout. Marano Water currently has ats existing well capacity of 15,417 gpm. Assuming the existing Marano Water wells remain the same production capacity, approximately 47 additional wells at a capacity of 1,500 gpm each will be required to meet the well capacity requirements of Marano Water at buildout. T~ G Storage capacity requirements for Marano Water are based on 1.5 times of the Average Daily Demand (AI?3~}, plus Fre flow storage requirement. It is recommended, when practical, at feast 25 percent of the ADD cif not all} be stored in gravity reservoirs. Gravity storage provides operational flexibility and reserve during emergencies such as sustained. power outages. The storage requirement. for Marano ~'G'atcr at buildout is approximately 85 nullon gallons, out of which 26 nullion gallons is recommended as gravity storage. Marano Water has an existing storage capacity of approximately 8 million gallons. 'Fo meet the storage capacity requirement at buildout, 77 million gallons of additional storage will be required. C~~t'r.~-t.. ItvIPI2C9VEN'TS t~a3'' The 10-year and buildout Capital Improvement Projects (CIP) for Marano ~%ater have been developed in this Master Plan so that the costs far the improvements can be allocated to the individuals they serve. It is noted that the cost estimates are based on present day prices for the involved design and construction. These values will need to be properly inf3:ated when preparing budgets and securing funds. The present day cost estimates for existing system upgrades (to bring the water system up to the Marano Water's current standard of service). is approximately $7.0 million. The majority of these projects are water main replacements system in the older service areas. Because these improvements. are required within the existing system and may be considered as operation and maintenance related expenditures, these upgrades should be generally funded by existing water system xates. Present day cast estimates for growth-related 10- year and buildout capital improvements are approximately $26.5 million.. and $143 million, respectively. The cost estimates for gravity storage and transmission mains are approximately ~G7.4 million at buildout. The cost opinions exclude those costs required for the delivery and treatment of alternative water sources. The cost components associated with the implementation of the growth- related improvements are generally funded by impact/connection fees allocated to future Marano ~~'a teat customers. BC3nS1`EIt >' Booster statit~rr capacity requirements are based on providutg PDI? plus fire flaw or peak hour demand (PND), whichever is greater, for the pressure zones without gravity storage. The boaster station capacity regturetnent may be reduced to providing I'DD for the zones with adequate gravity. storage capacity for fire flow and peak hour fluctuations. The capacity of each booster station is recommended to be_3,000< gpm or less to minirr,i~e the area of impact when the booster station is out of service. Approximately 35 additional boostex stations, ranging from 1,500 to 3Ofl0' gpm, will be requited for Marano t~%ater at buildout. ~U e ~, g ~r.Cou~i t~~~q~tii~~t ~gp~,~2A;i.gE- Faye 33~~(.3&0;-ra E~~a~~:<" 1'l~t~ ~.~ r w a n m m N ` R ® Q {6 p~ Q ~ c d a ~~ C E c ~ ~ ~ W ~ ~,.` C Pt ~ m a ~ c ~~ a m o ~ ` ` C ~: O ~ c c~ o@ m~ K 'w Q ~ 4 ,~~ ~ ~ g ~ W ~ ~ P ~ c ~ A r ° ~ v r3 m '° ~ ~' ~ ~ a ~ ~ ~ .. ~ m ~ `- a ~ ~ ~ ~ ~ a ~ ~ o ~ ~ a ~ ~ ~ 22 ~ m ~ a ~ ~ ~ N ~ _ `~ o o ~ ~ 5 ~ ~ d ~ °' n. ~ y n£ ~ ~! ~ ~ r .. a~ ~.,.~ , .. ,. ,~~, ~ ~ N m ~ p f io ~ N L m w ~ O ~ y~._: _ r , ~ ~~ ` s E ~ 2 -~aa~-mot wu..r...~ ~--ywn. ~ ~~ t ~~ m> t T ~w~{M~ t ~ 1 -` r); rr ( h % `~ Nr~ jf~ Y ~ ~T r ~' ~ A ~ ~ / .~.~ ~~ z 'fin M ' «~ ~ ,~~ ..« Y ~.i ~ F ~ { ~ ~ . ~~ ~ ~ J N ~~ ,J ~ t~ ~ ~ ~. L 1~ r } At \ ~ ~ ~!!/l~ ~J , ~ v _ ~ \ 1 , ,~ ~ s /!1 ~ ' ~* X af~ t w ,., ~ __ ~ . _~ {~ ~ ~ F + J ~ ~ ~_ ..._ F, ~ ~ ~ a ... .. ~ YC ~y .... (. ; fir= , ... ~ 1 f ` ~ 3 _. ___. _ , ' 1 t i __ ~ _ -- F 3 ~kggp ~5 ~g ', ~ i ,'~~ o a~0 o m N N ~ °~° ~ p a Q m :, • ~ ~ N ? 11 O . ~ c ro ~ Q N ~ N C7 ~ Q Q v E ~ m 7 d d W ` -~ m m ~ ~ S R m ~ m ~ N m O c ~ co ~~ ~ ~ X o ~ `m y m ~ ~ ~ m m o ::-.4 d D ip W 3 m ~ ~ ~ m ~ ~ ° - ~ ~ r°- ~ y o ~ ° w R ^ ~ gy " a ~ o ~ O N N (pp ( U F O ' 3 J N ~ O ~ O N J 2 W d ~ d ~ Q J I _~ Q C ~ IL M r O Q uW?~ F3~o m -' ~ _. _~' i -.- ta: „~~~ ~ y ~r i "i i ` i .. ~ _ - `~ r~ •_ _ ~ i ~ ~ ,, n,. ~ ~. ~ ~ . !I `f I ~- -~ 1 I _I 1 > ~ m_~w~~::~ i ~ ~I F1 ., n A E ro EL o ~ o '• ~ a`> m ~ 4~ U U d>~ X >- r~ ~ r ~ ~ N ~ w ~ 3 W ~ ! ~. 4 ~ T ~A ~ L m m r4 tll O - ~ ~. ~ O O N Y U ~ r d ~„ f.: } ~ U a X a K X N r K c v~ cb ~`3 -- .~ JP71it3~IJTIC3P~ Town of Marano ~~later Department (Morena Water) provides water service primarily v-ithin the corporate limits of the Toum of Marano {tlae'Town). Currently, Marano "vYJater serves approximately 13,444 people and has about 5,000 residential and commercial customer accounts. The Marano `v~u'ater service area is expected to expand as the 'T'own grows. Currently, Marano lY~'ater relies on groundwater far its potable water supply. Alarana L~'ater strives to seek additional renewable sources of supply such as Central Arizona Project (CAP) water and reclaimed water to achieve safe yield set forth 1>y the Arizona Department of Water' Resources {ADWR). The primary goals of the 2414 Potable Water System Master Plan are to evaluate the existing Marano Water potable water system, identify areas where the existing system need to be improved, and to project future demands and associated infrastructure requirements. The Master Pian is the key guidance document for Marano Water to identify the capital components required to firnctionally and adequately serve both its existing and Future customers. It is essential to make a distinction between these two elements as it is the 'Town's poll€y that new growth/development pay For itself... This places the financial burden of growth-related water infrastructure on future customers. This Master Plan provides the planning and capital cast data required far Marano W"ater to re-evaluate its impact fee rate structure projecting forward. Another goal of this Master Plan is to identify and define key policy issues and presenf a plan to effectively manage those issues. This goal will be accomplished by defining the key water system planni~ig elements that are most important to Marano t'tlat<r, evaluating the existing system fax service and upgrade rerlt,irements, and planning the opacity and capability of the Marano dater infrasrivch~re to provide appropriate service to the expanding service basis. The approach of this Master Plan is first to examine the cw-retat applicable regulatory environment and identify the regulatory constraints to ~vliich Marano Water must adhere. Based on the regulatory requirements, the Marano ~':~ter policies are presented. These policies inclade the definition of the water. service area, the planning horizon envisioned in this Master Plan, the criteria used far infrastructure development, and the growth projections used to develop this planning document. Maxana Water has implemented policies that meet or exceed the standard of service far potable water as required by federal, state, and local regulations. An extensive coardinaton effort with the 'T`own of Marano Planning and Zoning Department allowed for the updating of existing land uses and population projections throughout the proposed Maxana l~V'ater service area. Planning projections provided by the Town have been used to create a general picture of the Marano Water's infrastructure requirements over the next 5, 14 and 24 years, as well as at buildout Using current and future system requirements, a comprehensive water system plan has been developed to define the capital improvements required for the water system at the 14-year planning horizon and at buildout. Cost opinions for the infrasttuctural improvements .have also been developed and an implementatosa plan Eor the construction of the improvements is provided. As with all planning documents, this document is intended to be a Jiving document, i.e., a tool that is flexible and fluid and is subject to change as growth patterns and infrastructure requirements change. Updates to the Master Plan should be achieved frequently to accurately reflect the new planning constraints that Marano Water will face in the future. 1.2 K~ ISSUES The development of a Master Plan requires defining key issues and policies early in the planning process. 'I"hese policies dictate the required water system layout, facility sizing, reliability, and costs of the required infrastructure, The existing policies have been continuously re-evaluated throughout development of this Master Plan by the Town. Infrastructural sizing and the associated costs {developed via comparisons with those of other local water companies of similar size/location/nature) were used in evaluating the future needs of Marano Water. Reg~f~r,~QUpci,jui~etinc~,-~~~~ °~]D-{~age.~~~Pf.~&D~ , , ~ti ,: ,... :r ..;." I;:;: ,~ ..~~ ~ ~ . , 'V::'~/ +HIIL~!` - 1:. ' m LA 'i~l2~llo Page 1-2 1.3 ?~7`k:id SYS` LAf+tING tJ(ZC}lY The planning horizons for this document are 5 years (2015), 10 years (2020), 20 years (2030),.. and ~~ltimate buildout. The Master Plan will identify current conditions and water demand projections for the years 2015, 2020, 2030, and for projected buildout ~as defined by the 2007 'T'own of Marana General Plan). These timeframes are consistent with the planning horizons defined by the Town's planning process. Potable water demand projections on a per-zone basis are provided for each o£ these horizons. These projections allow far the development of a capital improvement program and for the phasing of the funding, design and installation of the required infrastructure. This Master Plan defines the Marano l~'ater buildout service area based on the Town's 2007 General Plan, excluding La Osa, areas to be served by Red Rack, Tucson Water, other water providers, and areas anticipated with low development potential. The buildout service area is flexible, and may vary in the future, as conditions require. Marana Water reserves first tight of refusal for new service to all new Bevel.<?pnaent within its corporate boundaries, 1. WPt"Ett k,SC1tJItL" AB VUPMEFVfi Marana Water currently relies solely on groundwater fox its potable water. The system's existing well fields lie primarily within the Santa Cruz basin. The well field systems have historically provided ahigh- quality and reliable source of water. Marana ~~Tater has an Assured water Supply (AWS) Designation with ADWR, and is a member of the Central Arizona Groundwater Replenishment 17istrict (cAGRI~ public opinion, the Town and other surrounding communities have been cooperating to irxvestigate additional renewable water supplies for the naxthwest area. Entities involved in this effort include the Town of Marano, Metropolitan Domestic Water Improvement District (M.DWLD), Flowing ~X`ells Irrigation District, Town of Ciro ~alleg, Pima County,. City of Tucson, Bureau of Reclamation (BC3R), and Central Arizona Water Consexvation District f,Gr~.4~r'CDj. tine goal of this 2010 Master Plan is to provide a distribution system that has the flexibility to accept water from one or more treated potential renewable water sources as well as from its existing groundwater well system. This will provide Marana Water with the flexibility, with minor iil~rastructure adjustments, to accept source water from a multiple number of potentially acceptable alternative water resources. 1. °r>~ u~t_,t`i`Y GI,ATIt)IvS The Safe Drinking Water Act {SD~~'A) establishes minimum water quality standards for health and aesthetic water qual€ty considerations. The SDWA identifies enforceable maximum contaminant levels (MCLs'~' Eor health-related constituents and non- enforceable secondary maximum contaminant levels (SMCLs) for aesthetic-related constituents. The SMCLs are not federaAy enforceable. It is the polity of Marana ~~'ater to comply u~th and when practical exceed the requirements of SDWA for potable water. Marana Water regularly monitors the SDWA regulated constituents and is in compliance with the regulations. A summary of the regulatory requirements is identified in Chapter 2, Regulatory Requirements. To remain consistent with. its Designation of ACY%S, Marana VG'at~r will ultimately be required to use sources ocher than groundwater to meet its replenishment obligation. Marana Water currently has rights to 1,528 acre feet per year (AFI~ of CAP evater. Concerns have arisen regarding the continued mining of groundwater in the Town. and greater Pima. County area. These concerns include the long- term decrease of groundwater levels, resulting local subsidence, degradation of water quality, aicreased pumping costs, and the need to build new and deeper wells. For these reasons, as well as general I..7 SXS'1`M I r r ~ s FZaR E~CISTIG CUS®M This Master Plan dentifes improvements necessary to bring the Marana Water system to the levels of service defined by the applicable system-related policies.. These improvements are related to meeting capacity-related needs as well as replacing aged and outdated facilities. The upgrades to the existing system are considered operational and replacement- based, and are fiinded by water service rate generated revenue. .~; Regular Council Meeting -October 5 2010 -Page 340 of 380 TOL"~Ct Gf I~~ru~~~ 0 :: `~:~::'.e~Stk!!'Y'I astir Plan ~ ~"=~--T `~ .- FiT~ '~ ~ _ 1 k~iw~ VER~CE 1. M ~tttvt~~T c~~ GRt3 ~~ This Master Plan identifies growth related improvements needed for R'farana Water to serve future customers based on the applicable system- related policies. The funding for improvements supporting growth is connection fee-based and is generally funded by future development. The projected budgets for growth-related facilities should remain flexible and evolve within each fiscal year to meet the constantly changing growth scenarios. 1.9 AI7'AI. EXI'TCJRES ANTI T~MI{'s Capital improvement funding requirements are defined by the customers serviced by the project. Projects that improve the existing system are funded by rates. Projects that are to support future growth are funded by impact fees. The goal of the capital improvement program is to develop an environmentally sound and efftcient water distribution system, and to create the greatest economic benefit to the existing and future customers of the water utility. This program must result in awell-planned and efficient water system that can be constructed. in a properly timed and orderly fashiatz to meet the system's expanding needs. With the system development fee revenues available, Marano ~~v'atcr may sell bonds, of supply other financing, to provide the up-front capital required for constnactisag reservoirs, booster stations, wells, new source treatment and delivery, and major facilities. Project developers will continue to provide up-fi:ant capital to construct water system transmission main extensions to ttieis property and, in some cases, provide additional capital for other water system improvements if funds from Marano Water are not available. To meet the requirements of the Marano Water design guidelines and Arizona Department of Environmental Quality (AI~T:C?~ criteria, the facilities required to serve a new development project must be constructed and operational prior to connection. T`o address this issue, Marano tXjater has implemented impact fees that are paid at the time of meter hookup. Collected fees reimburse the costs for constructing wells, reservoirs, transmission mains, and booster stations that support new customers. This requires a large outlay of initial capital to build facilities. before the first dollar of system development fees is collected by Marano Water. In addition, based on the projected buildout, Page i-3 many years may pass before the system development fees collected will pay the water utility in full for the front costs it has incurred. This requires that the cost of financing be included in the system. development fce. A detailed analysis based on population and growth projectans is required to balance the up-front capital financing of projects and repayment obligations of the system development fees. If bond sales are used, it is important that the timing and amount of sales are scheduled to best assume that the projected connection fee and development fee revenues will be adequate to pay the debt service of the bond sold; all in a timely manner without the utilization of other funding resources. 1.14 AKA"I`Ia~ PLI~r Marano Water requires all commercial and industrial property, residential subditTisions, and single family residences within the "Town of Marar~a General Plan planning area but outside of the established 't'own Limits to be annexed into the Town prior to obtaining water service from Marano Water. Regtlt~f ~~(~et!1?J-~~.~''~,.-~r~?4~ ~~`~g~3P~G., a-,tc:s ~ialdl ~ ` -i ~.. , 8I39I2Q117 DR.~r a ~.,~.. ,~~, 2,I ~ ~,DE12~t~ 1w2:Qt1I2IY'TS each July thereafter. As of July, 2010, Martina Water is in compliance with till. these reporting 2.1.1. Safe Drinking Water Act (SD1~'A) requirements. The latest annual report is available online at the Martina L~Tater websitee The Environmental Protection Agency {EPA) has established regulations for water quality in potable water supply and distribution systems based on the requirements of the SD~X%t'i. `I'he SDWA was signed rota law in December 1974 and has been amended several times since it first became law. The SDWA requires that the EPA establish legally enforceable MCLs for a number of contaminants and continuously identify and set MCLs far additional contaminants. Currently, MCLs have been promulgated for inorganic chemicals such as arsenic, cyanide, lead, anal copper; organic chemicals in the rlassificadoris of volatile organic chemicals, pesticides/herbicides/polychlorinated bi-phenyls (PCBs), synthetic organic chemicals, treatment chemicals; and byproducts; radiological contamnants_ turbidity {for surface waters and groundwater influenced by surface waters); and inicrobialogical contaminants. The EPA also establishe:cl non-enforceable S1vICLs relating to contaminants that may adversely affect the aesthetic quality of drinking water. The authority to enforce the MCL standards within Arizona has been delegated to the Siw~te of Arizona. ~~later quality pragtams are overseen by ADEQ: The following lists some of the rules most relevant to Martina ~~'atec under the SDtiY~A: High nitrate levels have occurred in areas of the Ivlarana ti~ater service area mainly due to agricultural fertilizer runoff andJor septic system effluent seeping .into the groundwater. The current MCL far nitrate is 10 parts per rnillion (ppm. All currently active Matana potable wells meet the 1Vitrate standard. In January 2001, the EPA adopted anew arsenic standard, reducing the drinking water standard from 50 parts per billion {ppbi to 10 ppb. Public water systems (PWS} were required to comply with.. the new standard in January 2006. As of July 2010, all Martina Water potable wells meet the new standard. In November 2006, The EPA published the new Ground Water Rule (G~G'R) to provide for increased protection against pathogens in PWSs that use ground water sources. The EPA is particularly concerned about ground .water syst~rns that are susceptible to €ecal contamination. Community Water Systems {CWSs that rely on groundwater supplies began compl}ping by December 1, 2t?O9. More details regarding the rule requirements and implementation are provided in Section 2.1,2. The EPA has developed a rule regarding levels of radon in drinking water. The rule includes MCLs and monitoring requirements for community water systems. Currently, the EPAJADP;~~ does not regulate radon in drinking water. 2.1,2 Ground Water Ruke (GWR) 2.1.2.1 Rule Regzzrrentet~ts The requirements of the GWR include the following: Completion of regular sanitary surveys of PWS to look for simificant deficiencies in key operational areas Trigggered source water monitoring when a s}rstem does not provide treatment that achieves at least 99.99 percent {4-lag} inactivation or removal of viruses and ideaitfies a positive sample during its Total Coliform Rule (TCR) monitoring and assessment monitoring (at the option of the state} targeted at high-risk systems, Implementation of corrective actions by ground water systems with a significant deficiency or evidence of source water fecal contamination. Compliance monitoring for systems to ensure Water suppliers are required to prepare annual installed treatment technology reliably achieves svater quality reports, termed Consumer at least 99.99 percent {4=log), inactivation or Confidence Reports, for their customers. The removal of viruses. first reports were due by October 1999 and Regular Council MeeUnq -October 5 2010 -Page 342 of 4,0 a ~ lc _~f .... ~ 2010 Poly. ~!: '.~t~~ ~ , . a~f~r Pf~~ ~ ~~ ~ ' , 2.1.2 2 Sanitary Survey The sanitary survey is a major component of the GWR The sanitary survey regulations have long been in place for surface water systems; however, the implementation of the GWR extends these regulations to include ground water systems. The sanitary survey is a review conducted by the State. This review looks at critical components of a public water system. The rule defines eight components that must be reviewed during a survey: Source Tfeatment Distribution Finished water storage Pumps, pump facilities, and controls Monitoring, reporting, and data verification System management and operation ©petator compliance with State requirements Z.Z2.3 „Mc~rzitoring There are rhxee main provisions to the monitoring regulations of the GWR. Tigggexed source watex monitoring Assessment source water monitoring Regular compliance monitoring Source water monitoring will be required if a water system does not provide 4-log treatment and identifies a positive sample during its TCR monitoring. If a system receives notice of a total coliform-positive sample collected under the TCR, it must take a source water sample at every ground water source in use within 24 hours. Thew is an exception to the source water sample requirement if the State can determine the positive sample was due to a problem in the distribution system, not the source. Further, if any initial triggered source water sample is fecal indicatox-positive, the system must collect an additional five repeat sauxce water samples over the next 24 hours. It is at the State's discretion to require immediate corrective action to address contamination at those sites. The G~~'R also provides a provision for States to require systems that do not provide sufficient disinfection treatment; to conduct assessment source water monitoring at any time and require systems to take corrective action. For those systems that already provide 4-log treatment to their drinking Pale 2-2 water, the rule requires regular compliance monitoring to ensure the installed treatment technology reliably achieves at least 4-iog inactivation or removal of viruses. 2.1.2.4 Corrective Action The corrective actions include: correcting all significant deficiencies {e.g. repairs to well. pads and sanitary seals, control of crass-connections, etc.} providing an alternate source of water, elii€sating the source of contamination, or provide treatment that reliably achieves at least 4-log treatment of viruses. Z.L2.S Implementation CWSs that rely on groundwater supplies have begun complying by December 1, 20(}9. As the State has control over the assessment rzxonitoring, these are no national timeframes associated with this portion of the rule. 'The EPA requires States must complete their itzitial round of sanitary surveys by December 31, 2012 for most CWSs. States will have until December 31, 2014 to complete the initial sanitary survey for CWSs that ate identified.. by the state as outstanding performers and non-community water systems. As of July, 2010, Marano l~v'ater is implementing the GWR by conducting triggered. source monitoring if a total coliform-positive sample is indentified during the routine I'CR monitoring. It is Marano Mater's policy to retrofit its existing system as funding permits to provide 4-log treatment, and to require all its new sources to provide 4-log treatment. 2.1.3 Public Health Security and Biaterrorism Preparedness and Response Act The Public Health S'~curity and Bioterrorism Preparedness and Response Act (PHSBPRA) of 2002 amended the SD~~A to add a number of new requirements fox community water systems regarding drinking watex security and safety. The new section of the SD~~'A requires that water systems serving over 3,300 persons must conduct a vulnerability. assessment to determine the susceptibility of the system to terrorist attack or other intentional acts intended to substantially disrupt the ability of the system to provide a safe and reliable supply of drinking water. A vulnerability assessment helps the water utility evaluate the Reg~~t~t ~p~,n~;L~~eI~9;~ ~~~~~~~ ~~ ~:of„~,li, ~ ..~:+: r ~':a't }~,,~ F T^.~ \ ~A A'~~~~ ^~ ! ~f ~~::;j ~,: ~#~" ~. `: fallt..l~~'~R~° ~~`: ~~~~~EN'T'S Paget-3 susceptibility of the water supply, storage, and distribution system, and its electronic c>r computer systems to passible threats and determine risks to the community based on potential threat scenarios. The assessment can help the water utility idettti~r and prioritize corrective actions to reduce risk of loss and damage due to hostile acts. Corrective actions may include security upgrades, modifications to operational procedures, and policy changes to mitigate the identified vulnerabilities. A vulnerability assessment contains the follo~.ving elements: description of the water system, identificarian and prioritization of adverse consequences to avoid, detertniuation of critical system assets, assessment of the likelihood of malevolent acts, evaluation of existing response measures, analysis of current risk, and development of a prioritized plan far risk reduction. The PHSBPRA also requires that the carnmunit5~ water system serving a population greater than 3,30{} prepare ar revise an emergency response .plan that incorporates the results of the vulnerability assessment. This emergenry response plan must identify procedures to be used in the event of an intentional attack on the water system. The plan has to be completed no later than six months after the completion of the vulnerability assessment. As of July, 2010. a vulnerability assessment and an emergency response plan for Marano Water have been completed. Marano ~~'ater is currently in its implementation phase to conform to the PHSBPRA. 2.1.4 Occupational Safety and Health Administration (t3SHA} The OSHA is a federal agency created to ensure safe and healthful workplaces. State and focal government workers are excluded from federal coverage under the Occupational Safety and Health Act, but are covered under the State of Arizona ~~'orkplace Safety and Health Program, which includes, by reference, the Federal Occupational Safety and Health Standards.l'he state program was developed in accordance with OSHA requirements and approved by the tJ.S. Department of Labor. This program includes cornpliancc activities to ensure employers are .complying with the Arizona Occupational Safety and Health Standards requirements. The requirements of the Arizona Division of Occupational Safety and Health (ADOSH} contain. many subjects related to working conditions, including work surfaces such as ladders, exposure to hazardous materials, exposure to noise, and safety training. These requirements pertain to both Marano eater employees and personnel employed by contracting or consulting companies working at Mazana ~~~ate;r sites. The state program also includes a l~- orker's Compensation Program that relates to medical benefits and. compensation foz jab-related accidet2ts, illnesses, and injuries. S'TAT~ ;QLJIt811+~kN7C5 Arizona Revised Statutes (ARS) Titles 45 and 49 were developed by the State of Arizona to deaf with subjects relevant to the operation of a municipal watez system. ARS Title 45 describes the duties and programs of AD~~~. ARS Title 49 describes water quality control, and is the primary xegularion fox potable water supplies. Title 49 designates the ADEN as the agency responsible for ensuring the health and safety of public water supplies. The Arizona Administrative Cade (AAC) consists of rules and regulations used to expand and define the provisions o£ the ARS. AAC Title 18 relates to environmental quality, and covers the subjects of safe drinking water, water quality :standards, and operator certification. 2.2.1 Arizona T}epartment of Environmental Quality (AIIEQ} The Environmental Quality Act was established in 1986 for the purpose of describing the responsibilities of the ADEC). Broad authorities were established for the management, control, and regulation of sources that may impact water quality. The ADEQ was required to adopt numerous standards fox surface and groundwater quality, to define aquifer boundaries and to establish aquifer classification procedures. The ADEN has provided a number of guidelines for the design. of water systems to assist water suppliers in constructing water systems that provide safe, reliable water service. The Pima County Department of Enviranmentai C~uality (PCDEC)~ currently has delegated authority over the Marano Water system for compliance with ADEQ regulations for new construction and sanitary surveys. The ADEQ administers focal authority aver the Mazana mater sgrstem for testing and compliance with the EPA water quality standards. The following information has been summarized from the AAC Engineering .~~: ~,a Regular Council Meeting -October 5 2010 - P 3qe 344 of 380 i ~: f~ ~C` Efl ~~`..+~?''„ ~ -~ ~.~ fit'S#@111 ~c1'.it@~' I~IaR ^~~'~~ v titA A ~ .. f ~kt'e b_, ~~ Bulletin l**10. 10 -Title 18 and various ADEQ guidance publications: 2.2,1.1 Drinking 11?/ater Quality Requirements The mission of the Arizona Safe Drinking Water Program is to ensure the delivery of safe drinking water €o users of public water systems through regulatory oversight, technical assistance, and public education in facility planning, design, construction, operation, and compliance monitoring, and to preserve and protect drinking water sources. The Drinking ~~'ater Program is federally mandated to ensure safe drinking water supplies for the public. Arizona has primacy for this program and, therefore, enforces the federal regulations in addition to state requirements. The Wellhead Protection Program (Wf ~P) is incorporated into the l~rinl~ing ~~~ater Program and involves the promotion of voluntary programs in communities aimed at protecting aquifers far drinkng water use. 2.2,1.2 Pressrue.Requr`rements Pressure extremes in water systems result in a potential for contamination of the water being delivered by the system. Low pressures may allow con~zminants to enter the water system. Marana ti~~ater has a backflow prevention program as defined below (in 2.2.1..4) to help prevent contaminants from entering the system. High water system pressures may cause ruptures or breaks. The normal working pressure in a distribution system should not be less than 35 pounds per square inch (psi) during peak hour flaw conditions. The system shall be designed to maintain a minimum pressure of 20 psi at ground level at all points in the distribution system under all conditions of flow. This requirement is generally interpreted to mean that the minimum residual pressure must be 20 psi at each meter in a fire-flow event from any hydrant during a flow roncliti~zn of peak day flaw plus fire flow. Maximum pressures of as much as 120 psi may be allowed in small, low-lying areas not subject to high flow rates and surge pressure, provided pressure- reducing equipment is installed. The International Plumbing Code (IPC) requires the water pressure within tl~e indi~~idual property owner's plumbing below 80 psi. Increasing or regulating the pressure from the meter to the customer is the responsibility of the customer. Pressure reduction is generally provided using a private pressure reducing valve (PRA on the service side of the connection. 2.2.1.3 Regulatory Storage Requirerrrents The minimum storage capacity for a community water system is required to be equal to the average daily demand during the peak month of the year. However, this requirement may be reduced by aquifer storage components when multiple wells are used to provide source water. Storage capacity may be based on existing consumption and phased in as the water system expands. Marana Water has adapted the storage requirement of a minimum of 1.5 times annual average daily demand (ADD) plus ftze-flow requirements. Storage should be provided in the zone where the usage is required or in a location where it may be readily transferred to the zone of use. Out of the overall storage requirement, 25 percent is recommended to be provided as gravity storage. The gravity storage will provide Marana ~~'ater with operational flexibility, system reliability, and potential operational cast reductions. 2.2.L4 BacktlawPrevention Requirements The A~G requires water suppliers protect the public water system from contamination caused by backflow through unprotected crass-connections by requiting the installation and periodic Cesting of backflow prevention assemblies. The law requires that a backflow preventer be installed whenever there is a possibility that cross-connections might occur or a foreign substance might enter the water system. Such substances include chemicals, chemical or biological process waters, and water from public water supplies that have deteriorated in sanitary quality. Backflow prevention assemblies must be tested annually, and the test records must be kept far a period. of at least three years. In line with the AAC requirements, the Town of Marana Code describes the specific requirements of backflow prevention and cross-connection control for the Marano Water system. 2.2.1.5 Emergency DperatingPlan (EDP) It is a requirement of the ADEQ that each community water system develops an EOP and keeps the plan in an easily accessible location. A water supply EOP is also required as part of the SDA. WHP program and under the PHSBPRA. The ADEQ has prepared a Drinking Water WR f >:, CHAP'TEF2 GULATC~RY RE(~1RE 8175 Page 2-5 Emergency Operations Plan Checklist to provide specific guidance regarding information to be included in the emergenry plan. This checklist has a specific requirement for utilities to identify how they will maintain the system without their largest supply source. The plan shall detail. the steps that a water system will take to assure continuation of service in the following emergency situations: Loss of a water supply source. Loss of supply due to major component failure. Damage to power supply equipment or loss of power. Contamination of water in the distribution system as a result of backflow. Collapse of reservoirs, reservoir roofs, or pump-house structures. Breaks in transmission or distribution lines. Chemical or microbiological contamination of the water supply. The EOP should provide an overview of the water system (including system mapping}, establish personnel duties, identify emergency contacts and notification procedures, and delineate emergency operating procedures. The E01' should also provide for alternate sources of water and identify critical system connpanents and spare parts. 1"he PHSBPRt1 also requires that each commuiut}~ water system maintain an EOl' that incorporates the results of the vulnerability assessment, as discussed in Section 2.1.3. Marano Water has developed an EOP and the EOF is being updated regularly to comply with the State's requirement. ZZ.L6 Clean Ll'fatorAct-lgdatiorzal Pollutant 1?ischatge Elrrnuration System (NPDES) / Arizona Pollutantl)ischatge Elimination System (A2PDES) The Clean ~4fater Act (C`~%A} regulates discharges of pollutants residing in "process" water to waters of the United States (waters} through the NPDES permit program. The ADEQ has primary for the NDPF,S permit program, i.e., the state government Regular Council Meeting -October 5, 2010 -Page 346 of 380 Torrvn of Math ~~f Pc~tblt ~' S _ __ ~ ~ _. __.. . , ~._ , . _~._ . _ _ ~ ~ R . _ e _._. _.._ now administers the program and issues pemuts through AZPDF,S. The AZPDES includes two types of permits: general permit and individual permit. The ADEQ issued an AZPDES General Permit on April 27, 2010 for De Minimis discharges, including those associated with potable water systems. Acti~-iries covered under the General Permit include: Operation and maintenance flushing, well flushing, line break and post-repair flushing, and discharges related to system pressure releases and overflows. Discharges are required to meet all standards applicable to the receiving water body. In general, the AZPDE permit (both general and individual permit) requires the use of Best Management Practices {BMPs} to ensure discharges of pollutants to the waters of United States are limited. 2.2.2 Arizona Department of Water Resources (ADWK} The AD~'R was created in 1980 to administer state water laws, except those relating to water quality. The AD1R also explores methods of augmenting water supplies to meet future demands and works to develop public policies to promote conservation and the equitable distributton of water. The ADWR oversees the use of groundwater resources under state jurisdiction and negotiates with external political entities to protect and augment Arizona's water supply. 2.2.2.1 GtoundwatetManagement Code To address groundwater depletion in the State's most populous areas, the State Legislature created the Groundwater ?Management Code in 1980 and directed the ADWR to implement it. The objectives of the Code are to control severe groundwater overdraft, provide the means for effectively allocating Arizona's groundwater resources, and augment Arizona's groundwater supply through water supply development. The Code contains sig main provisions: The establishment of a program of groundwater rights and permits. A provision allowing for no new agricultural irrigation within tlxe five {5} Active Management Areas {AMAs. 331~2~~`~ I~RAF; tiU h 4F ~- ~° ~ ~ A~ , +~`~~~ fiAPTER ~° ° < `i,~T~~~ i~~1~lNTS The preparation of five water management plans, one for each AMt'i.. The development of a program that requires demonstration of an Assured ~lfater Supply (AWS} for new growth.. A requirement to meter/measure water pumped from all non-exempt wells. ~~ A program for annual water withdrawal and use reporting. 2.2.2.2 Active Management Areas Areas where groundwater depletion is most severe are designated as AMAs and are subject to regulation. There are five designated 11MAs in Arizona, including the Tucson AMA and the Final AMA. The existing and majority of the projected Marana ~~`atcr service areas at buildout are 'thin the Tucson AMA. The balance of the anticipated lbiarana 4~ater service areas are within the Final AMA. The Tucson AMA has a statutory goal of achieving safe-yield by 2©25. Safe-yield means that the amount of groundwater pumped from the AMA on an average annual basis does not exceed the amannt that is naturally or artifzcialty recharged. The safe-yield goal is a basin-wade balance. Vi~ater level declines in one portion of the AMA can be offset by recharging water in another part of the AMA. The Groundwater Code directs the AI3WR to develop and implement water conservation requirements for agricultural, municipal, and industrial water users. The ADl~'R develops and updates management plans fox each A1vIA. The management plans reflect the evolution of the Groundwater Cade, moving Arizona toward its long-term water management goals. The management plans establish conservation requirements for municipal, agricultural, and industrial water users. In each successive manage- ment plan, water conservation and management requirements are expected to become increasingly stringent. The Tucson AMA is currently operating under the Third Management Plan and is developing its Fourth Management Plan. 2.2,2.3 Conservation Requirements The AD~~JR develops conservation requirements with assistance from water users in the AMAs. Municipal water conservation requirements apply to Page 2-6 water providers, cities, towns, private water companies, and irrigation districts that provide water far non-irrigation uses. The goal of the municipal conservation program in all AMAs is to promote efficient water use, Marano ~GJater is currently enrolled and regulated under the Modified Non-Per Capita Conservation Program {~9NPCCP} established in the Tucson AMA's. `T'hird Management Plan. Based on the total number of residential and non-residential service connections in the distribution system, Marana Water is regulated as a tier II municipal provider and is required to implement a public education program and five additional water conservation measures including providing new homeowners with low water use landscape information, implementing residential. interior retrofit programs, customer high water use inquiry resolution, customer high water use notification, and developing industry partnerships on water conservation. The Tucson AMA 'T'hird Management Plan and other conservation-related stare programs also cover a number of other requirements that are intended to promote water conservation, including: Along new publicly owned medians or roadside areas served by m~~nici~al providers, groundwater may only be used for u£atering speafic low-water-use plants. The AD~~R maintains a list of approved low-water-use plants. The Third Management Plan restricts water use at turf facilities larger than 10 acres in size, such as golf courses, schools, parks, cemeteries, and common areas of homeowners' associations. The amount of water that turf facilities can use on an annual basis is specified by a formula in the plans. The municipal restrictions for turf facilities are the same as those that apply to industrial facilities. The 'T'hird Management Plan contains restrictions on the use of groundwater in artificial lakes. A 2987State haw the "Lakes" bill} restricts the use of groundwater to create/maintain lakes, ponds, and swimming pools within AMAs. In general, new lakes in AMAs cannot be larger than 12,320 square feet a, Reg~ar ~aiirw~iiits3eetfi~43 ~d~tt9~E~? ~~4 ~';~ ~ '~~ ~~ ° •~ __ y; ~3tlGtFdVL',,,. vMA'A~tAi~ /` NAFTER 2: ~~C.al1L.A'1'®12Y Efi~UIR~MEN'l`S unless certain exemptions apply. lwor example, the lakes may be filled with effluent. However, special pernuts arc available from the ADWR that allow new lakes to be filled with poor quality groundwater or other water sources on an interim or emergency basis. Lakes built before January 1, 1987, and lakes located in certain public facilities, such as parks, can continue to use groundwater. Golf course lakes are also exempt from the law because they are regulated by specific provssions within the management plans. Private residential swimming pools cannot be larger than Olympic size (12,320 SF}. Resorts, motels, and country clubs can have several pools, but only one pool can be larger than Olympic size, but not larger than 1 acre in size. Each large municipal water provider must maintain its distribution system and properly meter and account £or all del ~ ernes. \~%.~ter lasses may not exceed 10 percent. Small p,ravidexs must maintain their systems such that losses do not exceed 15 percent. 2.2.2.4 Assured t~'arer,Svpply The Groundwater Cade established requirements to ensure that water supplies are adequate to meet the long-term needs of new development. The t\~'S Program requires the demonstration that sufficient water supplies of adequate quality are ph~rsically, continuously,.. and legally available for 100 years. In an AMA, anyone who affers subdivided or non- subdivided land for sale or lease must demonstrate an assured supply of water to the AD\~G'R before the land may be marketed to the public. "I'o receive an AWS certificate from the ADWR, a developer must demonstrate that: 1) water of sufficient quantity and quality is available to sustaiua the proposed develop- ment for 100 years, 2) the proposed use is consistent with the management plan and the AMA management Baal, and 3) the water provider has the ftnanczal capability to construct water delivery and treatment systems to serve the proposed development. Alternatively, the developer can locate the proposed development within,. the service area of a city, town, or private water company that has already received a Designation of Assured LVater Supply from the ADWR. If a "designated" provider serves the subdivision, the developer only need fTacae 2-T obtain a written commitment of service from the water provider. In 1995, the ADWR adopted new AWS rules, primarily to support the groundwater management goals. New rules associated with this program promote the use of renewable supplies, such. as effluent and water delivered via the CAP, as a component o£ an assured supply. The rules require new developments- to be based predominantly on renewable supplies. In 1993, the tlrizona legislature formally created CAGRD to provide a way for developers and water providers to demonstrate an AWS and help the state meet the objectives of the 1980 Groundwater Management Act by replenishing pumped groundwater. The CAGRD recharges groundwater supplies on behalf of its members in order to reach and maintain "safe yield" in the Tucson AMA. 141arana Water is a member of the CAGRD. The CAGRD is managed by the CAP, which in turn is managed and operated by the Central Arizona \`C~ater Conservation District (CAWCD. The CA\X~CI~ is a municipal corporatiorx, also known as a public improvement district. This quasi- governmental entity was formed to repay the federal government for the reimbursable costs of construction, and to operate and manage the CAP. The C ACRD currently replenishes excess CAP water for members to meet their replenishment obligations. 2.2.2.5 Groundwater Rights iu AMA.s A vital part of groundwater management involves identifying existing water rights and providing ways far water users to initiate new withdrawals. Within an AMA, an entity must have a groundwater right or permit to pump groundwater legally, unless the entity is withdrawing groundwater from an exempt wellmaximum pump capacity of 35 gym}, Exempt wells may be used to withdraw groundwater only for non-irrigation purposes, and are generally used for domestic and landscape purposes. Exempt wells must be registered with the ADWR, but they are subject to fewer requirements than non-exempt wells within AMAs, In order to withdraw eater from non-exempt wells in .AMAs, either grandfathered rights, service area rights, or a withdrawal permit must exist for the well. Regular Council Meeting -October 5 2010 -Page 348 of 380 `" ~ fi 1 ". ~~~vn ctf lvl~t~r~~ 201 ~ i ~ ~~_ ~~r y~t~tr~ i~~l~~~r p ~~~ ,.__... ..~._ _ ._ m_ _,_, •.°~`. 9 jco Ott:sh 41~ 3 vt 1~ ~{ iiRr~F7° _~. t~°d?')M iiAPTER ULATC3F~Y ~? 1; ~: ,ltyTg Page 2-$ Users who pump groundwater from non-exempt wells in AMAs must also report annual pumpage to the AD'R. This provision helps the ADS&'R determine haw much water is being used and where it is being used. The Code also requires payment of an annual groundwater withdra~~al fee. Revenues from the groundwater withdrawal. fees are used for administration and enforcement purposes and far funding augmentation and conservation assistance programs. L~'ithdrawal fees can also be used for the purchase and retirement of grandfathered rights. water utility, and describes the conditions that must be met to allow new construction, the agreements required for neEV construction or line extensions, and the method for review and approval for construction of facilities by entities other than the Town. The L~~ater Code also includes the water system capacity requirements, oversizing refunds, and service area inclusion and fees. 2. L()~A,L ~EQLIII~NT The Town of lbiarana is governed by an elected Mayor and Council, which have jurisdiction over rates, fees, and water management issues. The Mayor and Council axe advised regarding water utility issues by the Utilities Citizen. Advisory Commission, based on the requirements and guidance set forth in the `Town's Water Policies and Water Utility Code. The Function of the Utilities Citizen Advisory Commission is to act as an .advisory committee for the Town Council on capital improvement program planning and rate structure formulation. The Commission reviews and makes recommendations on water system development, long-term water sources, capital needs, rate adjustments, capital budget and allocations, state and federal legislation' regarding water-related issues, expansion of utility service areas, and private water company acquisition. 2:3.1 Town. of Marana Water.: Folicies The Town of lVlarana Mayor and Council have developed water policies to provide guidance regardinm the operations and finances of the utility. The Town's water policies, presented in the neat chapter, discuss requirements for financing of the water utility, including setting water rates and other fees, system development requirements, acquisition of other water systems, water supply,.. management and development, and conservation. 2.3.2 Town of Marana Waxer Code The purpose of the Dater Code is to promote the health, safety, order,. and general welfare of those persons served by Marana L~taier. The mater Code sets guidelines for providing water service to the residents of Marana and those served by Marana 1!Vater but outside the Town boundaries. The ~'atez Code provides. the basis for the operations of the Regu1~~ Caunc~ Meeting - Octob r5 2010 - Page 3d9 ©f 3 0 `~ ~ ~.~. z __ ."~ , t ~+Nb }~~#. i «snw^ Based on the regulatory requirements in Chapter 2, the `l'otvn of Marano has developed ordinances and policies relating specifically to the operation of its water utility. This section presents a summary of the policies for service set by the Town of Marano. 3. [ Nca-~c~TAts WATER SY sTI~ P®C,ICIf The goal of the Water Master Plan is to provide the flexibility within the water system infrastructure to adapt to the varying conditions that will occur when xrrxgatton demands are removed from the potable water system. It is the goal of Marano Water to serve the majority of the service area's irrigation and turf demands via either a separate reclaimed or a non-potable water distribution system. The potable water system will continue to serve the existing and future large irrigation users until the non-potable water system is in place and operational. The potable water system will be designed to operate both reliably dtung the period it is serving the large turf users and efficiently, following their removal, The potable water system may be used as a backup far serving the nan- potable users in case of temporary non-potable water system outages. 'T'his condition may be accommodated by the existing well system in the winter months. The wells, boaster stations, and reservoirs will be designed, constructed, and phased into the system to eliminate major operational changes during the conversion of the large turf users to alternative water supplies, and to avoid large redundant facilities after the large turf users are removed from the system. 3.2 FtRt_". ~t:Ls~ 1~~3I.IGY The Town of Marano is currently served by the Northwest Fire District, and has adapted the 2006 International Fire Code (IFC). The 2006 IFC includes tables and formulas far calculating the required fire flow for residential and commercial facilities. The fire-flow requirements for residential facilities are typically based on the development density; the square footage of the homes, and whether or not the structures are sprinkleted. Fire- flow requirements far homes typically range from 750 gpm to 1,50{? gpm, depending on the above conditions. The typical residential. .subdivision has a fire-flow req~.irement of 1,000 gpm fox twcrhour duration for units having a buildable area of less than 3,600 square feet. Other requirements include Errs hydrants with a maximum spacing of 250 feet betweexi residenrial structures and the nearest fire hydrant. Commercial facility fire-flow requirements also vary depending on the square footage of the commercial building, occupancy type, building material type, exposure distance to other buildings, and whether or not the structure is sprixaklered. Typical commercial facilities within the Tawn of Marano area have fire-flaw requirements from 1,500 to 4,000 gpm for atwo- to four-hear duration. The fire hydrant spacing is generally the same as for residential structures. The Marano ti`Vater service area includes a number of older subdivisions, which were developed prior to the adoption/enforcement of the IFC. These areas do not have the currendy .required fire-flow capacity. Per the IFC, these areas are grandfathered and not required to be retrofitted to meet the IFC standards. The lack of fire-flow capacity varies greatly in these older areas. Some areas are served by 4-inch mains with little fire-flow capacity. ©ther areas have largex mains and existing fire hydrants but may lack boaster and storage capacity to meet the fire flow and duration requirement, There are generally two considerations to providing adequate fire flaw to a teighborhood. The first consideration includes offsite requirements; such as the volume of fire flovcr storage available in the reservoirs, adequately designed pressure zones, and the size of offsite transmission mains. The second factor involves the internal distribution. system within the neighborhood, including main sizes, adequate looping, and fire hydrant placement. It is the goal of Marano eater to develop adequately sized reservoirs, properly designed.. pressure zones, and main sizing to provide adequate fire flow .throughout the major water transmission mains w-ithui its water system. The required infrastructure for flee interior subdivisions, including replacement mains, pavement replacement, looped systems, and new fire hydrants, may be developed and financed through miscellaneous. capital improvements, system upgrades, ar lcacal neighborhood improvement districts. The existing R~Iarana Water's procedures for plan review call for all subdivision and water extension plans to be reviewed and approved by the Northwest Fire District fire marshal. The fire marshal typically reviews fire hydrant locations, h f Reg€iiaifsb~~ni~,~11~a1wSt~-~ic~o~b~f~5~.~~'tQ-.~?aC~E~35~°~`3AQ? t~ i ;'~3C1... 1`0 "=`!•• 7 ~HRPTER ~4TFt Y~fiEM ~ ~t.~F'f~E' ANT C}L1C1ES Page 3-2 spacing, and fire-flow capacity requirements. The fire marshal also reviews street layouts, adequate access for fire trucks, and turnaround capacities for the trucks. The design engineer of the water project is required to provide design calculations and improvement plans for the facilities needed to provide the required fire flow to the development. Marana Water also requires hydraulic modeling to be performed for the integration into the Marana Water system. These plans are then reviewed and approved by Marana Water prior to construction. The design and development of this Masten Plan include projecting fire-flow requirements within prescribed areas based on the land use zoning. These fire-flaw projections are incorporated into each zone of the water system for infrastructure sizing and design. l~or the purpose of this Master Plan, the ftre-flow requirement is generally assumed to be 2,00 gpm for two-hour duratii~n for a pressure zone. 1-lowever, when the existing fire flow requirement iii a particular zone has exceeded this assumption, the larger existing flow requirement is then applied. Reservoir storage capacity is a critical element in the design and operation of water systems. Reservoir storage is used primarily to accommodate hourly fluctuations and demand, PDD fluctuations, fire- flow requirements, and emergenry reserve storage. Each of these requirements added together forms the required storage capacity for each zone. Current ADEQ, criteria typically require the minimum storage capacity per zone to equal the average day demand of the peak month. Under certain circumstances, in service areas with excess well capacities, the storage capacity may be lowered. The advantages of having additional storage include operational flexibility, reduced cycling tune fox production facilities, lower pressure fluctuations, greater reliability, and reduction in well capacity requirements for larger reservoir storage volumes. The disadvantages of a larger storage capacity requirement are the additional cost and aesthetic impacts of larger reservoirs, additional land area required far reservoir sites, and the increased potential to water stagnation in larger reservoirs. The selected storage capacity requirement for Marana Water is 2.5 times the AlJl;3` plus fire-flow requirements. This volume of water will provide for hourly system fluctuations, emergency storage and fire-flow reserves. This storage criterion is based on maintaining a well system capable of providing peak-day demand for the system with the largest well out of service. Marana water recommends the storage reservoir be assumed at 60 percent full when performing hydraulic modeling for fire-flow availability. It is the polity of Marano 4`~jater to use gravity storage for each zone wherever possible. A gravity storage system provides a highly reliable water delivery system that operates with small pressure fluctuations and will also continue to operate during power outages using the remaining water in the reservoir system. When it is not economically feasible to provide a zone's full storage capacity via gravity storage, it is recommended at least 25 percent. of the capacity be provided via gravity storage. The exceptions to these design criteria may be those isolated zones in the upper portions of tlxe service area where reservoir locations are not available. .4 t7s~3T~.M PRESSCtltii; Q2.CY The design criteria fox Marana Water include zone boundaries located at approximate 1Q0-foot elevation intervals. The zone boundaries of the Marana Water. system are generally matched to the Tucson Water zone boundaries. Far the purposes of this Master Plan, Marana Water will adopt the Tucson ZXlater zone boundary delineations and high-water elevations for its pressure zones, with the exception of The W+ Zone, and the Continental Reserve/Picture Rocks service area, where the existing pressure zone delineation will be maintained as is. Using these design criteria, typical static pressure fluctuations within the system will vary from approximately 40 psi at the top of the zone to 87 psi at the bottom of the zone. The point of use pressures will vary from static with daily demand fluctuations and fire-flow conditions. It is the policy of Marana Dater:: that its system be designed to maintain a residual pressure of at least 20 psi in all portions of the system under all conditions of flow, and a pressure of at least 35 psi during PIED. These pressures and zone boundary elevations are based on the finished floor elevations of the homes ar the .elevation of the highest floor of a multi-level building. In areas with steep terrain or where highly Regular Council Meeting -October 5, 2010 -Page 351 of 380 "'" . ~, ~ , . , , ,~ _ ~ ; ~ , __w,. __ ~.. ~°.. __.»,„ a At~..hT~## r i "! ~ ~~71~1n1'"~ NAPT~Ft ATR YST~ Y~L®FN6N1" ALiC1~5 Pepe 3-3 variable elevations occur, zone boundaries may be allowed to be spaced at larger intervals than 100- foot and the static water pressures may be allowed to approach 120 psi if needed for effective operation. In these cases, Marana ~~~`ater requires appropriate pressure-reducing facilities be installed to protect its.. infrastructure and individual services. The IPC requires the water pressure within the individual property owner's plumbing below 80 psi. All pressures above 80 psi within the water delivery system shall be reduced by individual PRV located on the provide side of the building service. Pressure fluctuations in the water system are highly dependent on the design of a water system. Two methods are typically used for system design and control, The preferred method is a gravity storage system with the water surface of the reservoir set at the high water elevation of the system. This allows customers «~thin the zone boundary to be served directly from the reservoir by gravity and the system pressure is thus regulated by the reservoir level. This method provides a highly reliable system with small pressure fluctuations.. The pressure fluctuations under static conditions may be as little as 5 psi. The system will also continue to operate during power outages using the remaining water in the reservoir system. The second method of system control is based on pressure. TJnder these conditions, the operation of pumps is controlled by the pressure within the water system, Pumps turn on and off based on prescribed pressure ranges. This method of control will typically allow pressure ranges in the system to vary by as much as 20 psi throughout the day. In addition to greater pressure fluctuations, unless backup generators are provided, the water service will be disrupted .during power outages. The above pressure fluctuations are required to be incorporated into the design criteria for designing. of the zone boundaries, boaster stations, and reservoir systems. Marana Water currently utilizes both methods of control, with backup generators provided at many booster stations. connections and to provide a looped system for irxternal distribution. In addition, appropriate valuing at the recommended locations and intervals is required to isolate smaller sections of main during breakages and to reduce the number of residences out of service. E4CKI7P C"sNE T{)f2 1P'+t~i.~t'~'' Marana Water typically incorporates onsite backup generators at its- large booster stations that provide pressure service to areas not connected to a grate ity storage system. It is also the policy of Marana ~t~'ater to make provisions for the connection to portable backup generators for those booster stations without onsite backup generators. Marana `~~:'ater currently has three onsite backup generators installed at the Marana Park booster station {400 Kilowatts (3:}, San Lucas booster station (275 KW}, and the Continental Reserve booster station (400 KW}. Marana ViJater also has a 35 KW portable generator stored at the Marana Operations Center. 3, S A pt3LtCl~ Marana ~`i''ater has a fully integrated supervisory control and data acquisition (SCADt~} system. The system provides radio communication by Remote Terminal Units ~RTUs} between all of the water facilities and a central control station at the water utility office aria spread spectrum .radio communication technology. The telemetry system allows an operatcar to remotely monitor and control water system operations. In addition, the system offers the ability to detect and analyze overall. system trends over time. The telemetry-control system monitors water level elevations of reservoirs, water pressures, air levels, pump on/off conditions, and system failures. In the event of a failure, the RTU automatically alerts water utility personnel of the failure, allowing operators to take corrective actions prior to the disnrpton of customer service. The SCADA system also provides site security monitoring features for early intrusion detection. It is the policy of Marana Water to continuously nxaintais~ and upgrade its. automated telemetry cont~ctls system. ©QPt;t> A"P~;It SYSTEPvIS f}LCC"Y Marana Water requires looped water transmission and distribution mains far its water main. grid system and individual development whenever practical. Review criteria include requiring developments to stub to property lines for future .g A'[` QL7AI,`TY Ct7~v"t~ R€)L OIlICY It is the polity of Marana Water to provide for system disinfection via wellhead chlorination and rnaitita:ui adequate residual chlorine concentrations throughout the water system, Wellhead chlorination protects the water system from passive airborne and Regular Council P.4eeting -October 5. 2010 -Page 352 of 380 ~ ` ..,~,. ' ' SA/ZUN~' C1•fF~~`~R 3. `u'~L~r - ~1.,€~P1w~t+tT Pt3LlCllra bacteriological contamination. This policy will help prevent bacteriological contamination that may occur through airborne contamination at reservoirs or tivitlun stagnant mains. In light to the GWR requirements, it is the policy of Marano lUater to provide 4-log virus treatment for new portable wells. This typically means awell- reservoir-booster station system is required to provide adequate contact time for disinfection. for the purpose of 4-log treatment demonstration, a chlorine residual of 0.5 ppm prior to the fast customer is recommended. 3.9 I."4?lE AND PUMP FAII.I1`Y ~:.,~ :'E PC.II.IY It is the polity of Marano Water to develop and implement a preventive, routine maintenance program to provide regularly scheduled maintenance on control valves, pumping units, motors, and other critical components of the water distribution system. &farana `~~Jater strives to exercise valves, inspects reservoirs, hydropneumatic tanks and boosters and fire pumps an a regular basis. 3<l.0 LANI3 At~°QIJISITI P'C3Z.I The Marano ~`~'ater Master Plan provides locations and sizes for future wells, reservoirs, booster stations, future treatment facilities, and major transmission mains for the 10-year planning horizon. This Master Plan also identifies the sizes and locations of major gravity storage facilities and transmission mains at buildout. These facilities will be generally located on the water system maps. Many factors and constraints are required to deternvne the final location for each site. These factors include the proximity to existing water transmission mains, proximity to three-phase power, access to public streets, specific elevation requirements for gravity reservoirs, hydrogeologic requirements far well sites, noise and buffer requirements for booster stations and wells, aesthetic screening requirements £or aboveground facilities, and the cost of acquiring the land and/or avaijabilty of other preferable sites. Experience has demonstrated that the early identification of land and right-of way needs for future use corn result in substantial acquisition savings when compared to "urgent need" acquisitions. To minimize land acquisition casts for Page 3-4 Marano Water, it is recommended that all appropriate Town departments be made aware of the fiiture land requirements of the utility. 'T'his mechanism will alert Town staff and the development commutvty early in the planning process that water utility facilities are required in a specified location. Through this. process, site acquisition, concept planning and layouts, and water facilities design can be planned along with the surrounding development. band acquisition far water facilities should be included in planning review checklists and pre-application meetings for upcoming plan reviews. It is recommended that property dedications and acquisitions for potential water plant sites be made part of the rezoning and platting process for new developments. It is also essential for Marano Water to locate and acquire land for fu*~ire well sites, boosters, reservoirs, treatment facilities, and existing facility expansions prior to facility design development. This will allow the water utility to secure property when available and help in informing surrounding landowners of the future uses. 3.11 I~I1'It~tG SYSTEM. IPG I)E P®I.ICY The Marano Water 1blaster Plan evaluates the existing crater system in terms of engineering design criteria, to guide the utility in determining required upgrades to existing water facilities. The system design criteria include demand calculations, peaking factors, water supply requirements, the number and capacity of required wells, reservoir storage requirements, booster station. capacity requirements, emergency backup systems, distribution system sizing, and water system grid requirements. .An evaluation of the existing system was perforaned during the itutial stages of the Master Plan planning process. The Master Plan identifies areas where the existing system does not meet the proposed standard of service as adopted by Marano Water. It specifies new facilities and/or facility upgrades to bring the existing system into compliance with. design criteria, These facilities include new wells, booster station upgrades, reservoir capacity additions, transmission main augmentations, and .pipeline replacement. The projected cost estimates are provided for these facilities, as well as a priority schedule and timeline for the r3€rastructure development. It is anticipated that the cost of upgrading the existing system will ~F ReyuFai"io~~iclj'dit~c#tiitg?-°~S`cfdh~"i e°~di~-E~a ..,~:._ 4>;:;~ _~ s , . ~. ~_ ~~ ~~~~ti ip!-iA~~"€`~ " ~E 'YT~~ffi~ EVELC}i$MIV7' LICIES Page 3-5 be financed by water utility rates. The system upgrades are limited to the existing water facilities and the spine water distribution mains, and not include projects to upsize mains within individual developments. 3.12 C, iIZED E:t~L£+li3 AND GRt~'DIT +~tIC The Marana Water Master Plan includes the lacations of the major water facilities and major water .distribution mains. The major water .distribution mains are generally located within the rights-af--way of major streets within the Tawn. The water mains are sized to deliver adequate flows to meet PI~l~ plus fire flaw, or PHD, whichever is greater. These water main sizes are generally larger than required to serve a single development. During the extensioc-~ of water main facilities to serve a deg-elvpment; it is preferable to uutiallp construct the ultimate size water main rather than building smaller mains and later constructing additional parallel mains for future developments. Phasing the development of distribution system, calling far parallel mains, is typically uneconomical and many times becomes impossible before the second phase can be constructed due to restrictions and availability. of existing right of--way corridors. It is, therefore, the policy of Marana l~Jater to build the ultimate water main facilities initially for water main extensions. requirements, and 2} water system improvements fax growth and expansion. 3.13.1 Existing System Upgrades The first category of water system improvements defined by the Master Plan includes the specific facility requirements to bring the existing water system into compliance with the adopted water system design criteria, policies, etc. These projects have been identified, and opinions of probable cost (present value) have been provided. The polity of Marana eater is to develop a schedule for implementation and construction of the upgrades. Improvements may require financing through long- term debt and payback through the water rates. Required facilities. include upgrades to existing storage and transtisson mains. The required facilities. are expected to have a useful life of 20 years or greater, but will require high initial cash outflows in the early years. Since these facilities primarily benefit the existuig rate users, long-term debt may provide a mechanism for obtaining the initial cash flow requirements and spreading the payments over a longer term. This method of .financing mare closely matches the facilities' useful life and provides. the ability to pay off the financing through water rates. The Town of Marana Code has an existing oversizing refund policy whereby the initial development installs the ultimate-sized water main at their. cost. The Town will refund the oversizing cost of the water main by reimbursing the developex for the material cost difference between what was required to deliver water to the subject property and what was required to enhance the water system for future growth, in accordance with provisions identified in the water service agreement.. The oversized refunding credit policy will typically be used for water distribution and transmission mains only. 3.13 AT~t{ YSTt,~C ~ t %9a:~t}':~fili.N"I` ANI) FI,+IA1ve[itiG PQI..ICY l~ ~ater system develapment procedures and system financing are the most critical and impartant policies to be addressed during updating of the l~''ater 1tilaster Plan. The water system development requirements have been divided into two primary components:; 1} the existing system upgrade 3.13.2~P~ter System Improvements for Growth and Expansion The second category of water system improvements includes water system expansion for system gxawth and water system service area expansion. The policy of Marana Water is that future growth pay for itself. All costs of the new facilities, which are required far new system development, will be paid for by the future developments benefited. Two methods may be used to allocate these costs to the development community. The first will be through water system development fees. Water system development fees will be assessed to smaller developments, based upon meter sizes, water demand requirements, or alternative methods. The water system development fee wttl include all costs associated with providing the facilities for serving the new development. These costs will include design and construction costs. for the required reservoirs, booster stations, praductian wells, transmission mains, r11~`S, administrative, financing, Regular Council Meeting - October ~ 201 Q -Page 35d of 380 ~o~ of t~ar-tt•, 1 f t pit ~: t~=cr ;v ,:'ern ~~ ,~-r<- ~ .'~ar~ -' . ,\ v ~~ , ~~i; and other costs associated with inflationary cost escalations. The second method of fair share cost allocation to the development community will be through development and water service agreements. Marano t~'ater will individually evaluate the larger developments to determine the appropriate size, location, and phasing requirements for future development on an individual basis. 3.11 I't3CT PiOIt[T[AT1C?~I C?LtCY Project priorities should be established based on meeting system design requirements and providing the greatest return of system development fees. Priority and project approval guidelines are used in developing the Capital Improvement Plan {CIP) far growth-related projects. Project priorities are established based on the following requirements (listed in no specific order;: 1. Ability to provide required peak demand, pressure, ftte flow, and system reliabilitF for largest projected popa~iation growth or commercial area. 2. Existing system's ability to meet ADEQ and Marano WateE's requirements. 3. Greatest return of development fees to pay capital and financing costs. 4. Ability of project to improve service to outer users in the system. 5. Ability of Marano 'Water to pay far projects with funds on hand. 6. Ability to construct transmission mains as a part of an existing roadway project at costs significantly lower than future constnzctian costs. The Master Plan projects should be integrated into major street and route roadway projects. 7. Ability of the project to enhance commercial growth within the Town. 3.15 W~`cR TTLiTY C+DivSTU~TIOIV STANI)AfLt?S UT~Y Marano `Water has developed a set of construction standards relating to specific details of construction of elements of the water system. These standards are required to be implemented on all construction projects for Marano l~'ater and exceed the minimum Page 3-5 standards as required by ADE4. Details are provided for a variety of construction elements, including backflow prevention, air release valves, meter boxes, PKVs, and drainage structure crossings. The standards also include design and construction general notes. 3.17 I)R()UG"C' PliEl'ARflN1~~S PC,AI'~ Marano Water has filed a Drought Preparedness Plan with ADWR in response to the potential impacts of a prolonged drought, if occurred, on its potable water supplies. The Drought Preparedness Plan defines four stages of drought responses from moderate to severe, which in turn determine the measures to be initiated to conserve the Matana h`ater's potable water supply. The faun stages of drought and associated measures are defined as below: Stage One (Moderate} is initiated when any two of the triggers are present. (i) Arizona Drought Monitor percent of precipitation far the water year is 70°lo to 90°!° of normal. (it) Arizona Drought Monitor is D-2: severe drought. (lit) The annual decline of the overall groundwater level is between 1.0 feet to 2.4 feet. {iv) over 45 consecutive days of 100 Fahrenheit degrees. In Stage One, Marano Wa€er will increase customer awareness about the drought and water resources through education. Additionalty, the "S'own of Marano will work with Pima County to put in place ordinances that strengthen Southern .Arizona's conservation ethic. Marano Water will work with its neighboring water providers to Ioak at cooperative efforts that include pataviding emergency backup as well as joint conservation efforts. Most importantly, Marano 1Yr'ater will continue its overall water management efforts to use renewable water supplies. In effect, Marano Water has already been doing all of Stage One measures for last few years. Stage Two (Abnormally Dry) is initiated when any two of the triggers are present. {i) Arizona Drought Monitor percent of precipitation for the water year is 50% to 70% of normal. (it) 13rizona Drough€ Monitor is D-3: extreme drought. {iii) The annual decline of the overall groundwater level is between 2.5 feet to 3.9 feet. (iv} Over 60 consecutive days of 100 degrees. In Stage Two, Marano Water- requests Re9#It~@il~t4i~'32~#°-[$~~~1C>?L'~5~~ft Pv ..;i~>3" ~~~~;~H _~ `u ~sttnFT ~;~ ,~ o a~a .yN~~, -~.; ;/ HAt~ 3: ATER .~s~r~~ Y1.OP ER1T QL[CIES ~~~~ s-7 customers to Punic landscape irrigation to two days per week and only between 8:00 p.m. and 8:00 a.m., as well as avoiding other outdoor water uses such as hosing down walkways and washing vehicles without a bucket and hose with a positive cutoff nozzle. Hotels and restaurants wiIl be asked to initiate industry green measures for. conserving water, such as providing water only an request and washing sheets and towels only i:f requested. Under Stage Two, all of the measures of Stage One will also cantinas. Stage Three (Emergency) is inittateel when any two of the triggers are present; ~~) Arizona Drought Monitor percent of precipitation for the water year is 25°l° to 50°f° of normal. (ii} Arizona Drought Monitor is D-4: exeeptionaL tin) The annual decline of the overall groundwater level is between 4.0 feet to 4.9 feet (iv} aver 75 consecutive days of 100 Fahrenheit degrees. In Stage Three, Marano ~~-ater will not pe~it the use of potable water for construction including dust control; reclaimed water will need to be used instead. Marano eater will consider instituting a drought surcharge to Tier 5 of its rate structure. Additional voluntary water reduction measures will be requested from customers including the limiting of landscape irrigation to one day per week and only between 8:Q0 p.m. and 8:00 a.m. In addition to avoiding outdoor water uses, customers will be asked not to empty or fill their pools. The other measures of Stage One and Stage Two will continue to be in place. Stage lour ~Crisis~ is initiated when any two of the triggers are present: (i) Arizona Drought i~ionitor percent of precipitation for the water year is 25%° of normal. (ii) Arizona Drought Monitor is D-4: exceptional. {iii) The annual decline of the overall groundwater level is 5.0 feet or more. (iv} over 90 consecutive days of 100 Fahrenheit degrees. Under Stage Fflur, Marano titer will begin the process set forth in Arizona Revised Statues section 9-X63.06 to consider adopting a moratorium on the issuance of permits and approvals for new water-consuming uses and activities. Marano ~v'ater will consider instituting a drought surcharge to Tier 3 and Tier 4 of the rate structure in addition to the one for Tier 5. o potable water will be used for construction. Customers will be requested to limit landscape irrigation only to trees and shrubs one day per week and only between S:t)t) p.m. and 8.00 a.m. and no irrigation. of turf or ground covers. Other previous measures will continue to be in place. Re~~r(ar Counc~l pleetin - gctot~er 5 2010 -Page 35C, of 3S0 ~ w <~~ .. _ _ _ _ .... +h,~o.,~ -- F ~. 5.1 General This chapter presents the analysis of future development potential, calculations for the future water system detnands, and recommendations for future system infrastructure upgrades for the 5-year, 10-year, 20-year, and buildout planning horizons. The planning area fox Marana ~~'atet at buildout is based on the Town of Marana limits as vidicated in the adopted 2007 "Gown of Marana General Plan, excluding La (31sa, areas to be served by Red Roclr, Tucson ~ti'ater, and other water providers, and areas anticip~ced with low development`potentiaL "Topography far the planning area is provided by the Town of Marana Tcchnolagy Services Department. Areas with existing. land use were removed from the general plan database and the parcel database. The topography database was used to extend the pressure zone boundaries to the edges of tlxe 2010 planning area. The resulting pressure zone database was used to assign the land use projections to each water pressure zone. The future system demand projections are based on the land use provided in the 2007 Town of Marana General Plan. Table 5-i: Planning 1?ensi Laftt~ Use Categt3 shows the planning density in EDUs assumed for each land use category. r~®®~ !~-~, of~~.~,t.Ip Utl?;citV by Lind l.lam C~#r-;r~;. _~~,.r~m-- - - - - ~E" ~ ~« ...`' r i (( f " 't 1. .. i ~,T~: %~~ c.l~l~.~~f~ ~ ~ l~.y ~~Eu ~ .~'' Airport ~ 0.25 ~ 10:}° C ~ 0.25 Canunercial f ____---_. ......._ ____ . 4 100°ia -. . _ --- 4 _ Industrial 4 . 1QO~;~o .e _. ~ _ 4 _Industriat Zalt_~"3r n5~t~'} _ 0.4 1(?~!a{; ' 0.4 Lc~w Densi~5 Itesidendal l.5 100°1a _ ;- 1.5 MediumDen~ity Resideai~i"~ 4 100°,'0 4 _._ _ ~._ Park _.__....... ~ 0.2 _ .. ~ 100"l~ _ . 0.? RuralDensit~ Residential _ 0.1 S0°/a _.. _._ ~ {l"C+5 ~ecial I'l:~nz,f ~ Area ~ __ _ ~~. 4 10E3% _ ~} _~ ~ ~ecific PIw Commezcialf Indu,~~al I` 4 100°l0 - ~ ~ _r____. .. ~ ____. 4 An EDU represents either asingle-family residence or some other water use that consumes the same ~mout~t of water as a single-family residence: For example, as shown in Table .1, it is assumed that, on average, one acre of commercial land use will use the same amount of water as four single-family residences ~or 4 EDUs~. ,. r' nat°a Plan attd &~ shows the areas in the 2007 General Plan associated with specific plans. For each speafic plan, the Town of Marina Planning Department has provided the area in acres for each land use. Far example, one specific plan might include a combination. of High- and Medium-density Residential and some Coxnrnercial land use. EDU estunates far the specific plan areas are based on the densities by land use category shown in Table 5.1 and on the assumption that buildout will be about 90-100 percent of the specific plan projections based on discussions with. Town of lvlarana planning staff. Table 5.2: Specific Plans Used In FIt1 Proj Ions shows the EDT.3s associated with each specific plan based on 4 EDL7s per acre of commercial and industrial land use. '~~ ~a Specific ~ t ' -; i~ 1~ Pr~ectlons W ReguL~r C'ouncii Meeting = pctober 5 ~piq -Page 357 of 380 ~: ~?" ~ .~, r Cte~~ FTt M8~~3" P~Kt ~ 7 w ~<W: i]. M* .~, ~~. .~_ ~ --~..-k , ~.._.. ~ ~._. ~~. ~ I)e wiazana ~ - . ~ _ _ ~- .- _ _ _. _ ~._ ~i., Vii) 395 --- Casc ~ . ____ - ~-~,}I9 _ 84 3,~~55 Deanza 306 0 . 34t> Gladden Farms I1 2,111 _ --- 210 2,951 Las Pilas __ _ _.._ 35t? S _ 3 ; 0 Mandarins -- 2,24 % _ 215 3,109 I4farana Gardens.. -__ _ 39 0 39 Zvlarana Main Street 0 ~ 28 ~ 112 Marano 8 estrum 0 ~._ 1 G? 66$ Pima Farms l,(?1 _ 30 _ W ~_ 1,71 Rancho I1rlarana Bast 506 __ 78 _ _-_ 818 Rancho Rlatana GG'est 2,299. _ 223 3,191 S aro S nn s 2,2~t? 14 - .. -. - 2,294 ~ Sanders Grc~~-e - _. _ 2,249 _ 19 ._ 2,325 '~'angcxine G€srnrsazrce ~~ark 0 112... 448 The Shops ~ t Ta~ertnc 0 _ 281 ~ 1,124 The Vi13a es C)f Tortolita 5,849 505 - ~ ~ j - 7,$69 Uptown At Ibiarana ~ 929 - -•--...,_. ...e~.. 1 °'1 _ 1,413 Grandlotal 24,?"!7 ! 2,108 32,949 .2 I711.I~E t' YS'I`1EJ I;1~t~ Vt)S The future water system analysis is based on the ultimate projected number of EDi3s in the Marano `~%ater'S planning area, which will be used for long- term planning and financial analysis. As gxowth occurs, the fixture water system will expand to serve currently as yet undeveloped areas i~ithin the planning area. The projected residential units, commercial/ind~sstriai acres, and the water demands by pxessure zones are presented in Table ~-3: l _ ProjeCtiCd[I tt~ifltal'~(. The water demands were calculated using the same demand criteria. as for the existing system demands. TA3L "•3. uilda ~~'~3jE.ci:~~~,^t ui1~~;~~ r _ .. ... E\ 5,406 2,f1C1? ~ .. S 2,013 453 ,.. , .. 906 1,585 B 2,591 960 0 960 216 432 _ X56 C 2,645 980 78 1,289 290 5i~0 .._. 1,015.... CR 4,556 1,6$7 34 2,884 424 848 1,484 PR 637 236 4 ~ ;~t} $3 _ 16t 292 ~r 5,552 2460 7,465 1ti,385 3,687 7 373 11,060 _ W+ 83_,?24 31,009 12,81 S ?`I,385 17,412 34,823 _ 52,?35 Xla 21,33:1 7,940 163 8,549 1,}24 ~ 3,$47 5,7'?1 _. Xl(b,c,d 45,998 17,436 9,487 44,681 ~- l0,OS3 _ 2CJ~106 _... 30,159 Y1 13,053 4,834 9110 $,292 1,856 j - 3,731 5,597 Y2 3,994 1,479 885 1,$33 412 } 825 1,443 -~ Y3 1,222 452 105 ----- 1,905_ 429. 85;~ 1,500 7.1 10,477 3,88Ci 30 3,998 _ _ 940 1,799 3,148 Z2 d0 _ 15 116 62 14 2? 48 Tara~i 201,235 74,532 _ '12,6f - ~ €i04 . ~ __ 38..1(1 i~,,32~ 11 3 Prajected_Bu~ldout Demand Reg~a~r C'oun4~IJvleeti~ - Oc;~~giQr,~ ~C11 - Pa~,e ~58 of X89 . ''{:ftt? ~,. ~'~ ~~~~i L r. ~ _:~i_r. I 61,554 AFY ~n , _ ~ r _" q - r ~xizow'` p~" : E'UTURE YSTE [.St Page 5- 3 5. ]EAit -5, _j(}' AID -2(} SY7`Nt E14~AI)S Growth patterns for the next 20 years were projected in order to plan for the implementation of infrastructure, In addition to buildout conditions, system demands a~itillin 5 years {2015, 10 years {2020, and 20 years {2030 were. projected for planning purpases. The growth patterns for the first 10 years {2015 and 2020) are based on the assumption that growth during this time will occur in the specific plan areas and in the area surrounding the Matana Attpoxt, and growth for the next 10 years {2030) will occur along the freeway in Pima Count), at the Marana Airport, and along Tangerine Road east of I-10. 'The Towxa of Marana Planning Department provided estimates of the percentage of growth of each specific plan during four phases: existing, 5-year (2415), 10-year (2020}, and beyond 2020. Table -4. Fhasing of SpeCil'~C Plan Development shows each specific plan and the percent of planned development estimated to occur in each phase. The period between 10- and 20-year was extrapolated from the 5- and 10- year growth data (about 2,C~~C1 ED~s per year. Growth of the area surrounding the airport was also divided by phase, with 25 EI~Us per year or growth during the 5-year period and 130 EDUs per year growth beyond the initi;il 5-pear period. The Marana Airport currently has approximately 50 EDUs. Table ~ P ~, Us t~y_c~T ecllii lan { ~- ,. ~._. .. i ~ ~ ' '. r , - iarrios De it4arana -- _ Development (as Percent of Bull ' ~ E E, ~ t .~ :~ 2i1 ~ 50 daut} ) '~ ~'i i i _.' 3t) Cascada 20 _ 40 40 Derlnza _ .._ 15 S5 . --- 30 Gladden Farms II _ 25 _ 60 15 Las Pilas - ~ -~ 5~ 50 Mandarina _ - _ 10 __ 5g ........ 40 Marana Gardens -- 104 -- Marana Main utreet -- 20 50 30 Marana S ectrum _ - SO 50 -- Pima Farms l5 5 -- _,_v _- Rancho I4iarana East - -- 20 80 Rancho Marana ~v'est -- 7 5 14 50 2S 5a ato S rin s -- ~ 15 5+3 35 Sanders Grove -- 10 70 20 'T'angerine Commerce Park _ _ 20 50 30 .. The Shops r1t 7'an erne i -_ -- 60 40 _.. The Village _ n ti T~rtaiita -. -- -- 60 40 ptown ~t 14Sarana ~ - -- 40 __~ 60 Table 5.5: 2015 Pr~s~e~: ~ !Demand Summary, Table 5-: 2020 Projected De and Summary, and "Table 5- 7: 2030 Projected Demand Seim a present the anticipated EDUs, ADD, PDD, and PHD served by Marana Water for 5, 10, and 20 years. Reg~r Council h ieettn~ - ~}ctgher ~ 2010 -Page 35~ of i$0 E z r -- ` ~,'~ ~„ ,~ ~ n {H '. ~:> lannc++ H,~P CI YSTE hEALYSt ;i~~, ~~~ . =,.; ~:,~ ~~ e_ ~. t , : ~'> .. '- . ~.. . i .~ ,, F, ~~~~ . :~: ~~.~.:. .aa 2a~ ~ . -_ ~ „ ,. L 1} o .. . " ~ ~ o __ ~ C 12 3 _: 5 9 CR ~ _.__.... 1 a6~ _ _ 419 837 ~~_ 2,466 E PI~ 233. - _ - 52 105 -- ---- 183 - W ~ 4.')59 ~,~ 14)'~ G7~.?~ J,J't%s ~i'la 6(i? 144 ~ _____ 29? 5'0 X1b -_. i18 161 3?~ 5t>.5 X1c 259 58 2 t 2=_) t cl_ _ _ 420 95 1 Std 331 Y1 _~ 1,357 305 _...._ 611 1,fl69 ~'2 p p p 0 Y.3 1.243 E 28i.3 - ~ 559 ~ L1 G52 14a __ _ 293.. , 5? 2 72 ~ 0 0 t) 'I"artal ~ _ 13,I43 2~T 5,014 ~ - - 3,792 ZL11 5 1'e~~~ ~~~ d I~emat~d 4„'770 ~ AMY ~ ~ 14 ~ c' ' £ K ~1 4 V. 3kti .: f~~~ ~ 1' ial. -ir t ~S x. i~~ ~ c ~'•' ss ,'~ ~ e: iLikl" ~ 1, ',u , _ ,,.. ti. ! ~, ~ 2'Y I 5'7 ~.~ ~ ---® ~_ __.__ __.__- _... ~ ~ ~/ _._.e_._ _.. _ _____ 2~ ~ 5 _ .,~_ 1_ I ~,e„e 19 CR 1~3~61 _.._...r ~ 419.. 83" -. 1,~6i PR ~:,, -- 52 .105 i 28 ~ 1,493 ___ --~ -- ~ 336 672 j -- ~ _ _ 1,176 t'~-~ ~ 4 5~1 _ 3:281 ~~,5~1 ~ 9,8 ~2 X1a 2,~4;~ 460 919 1,£~~ t9 X1 b ___ 1,803 - 419 -- 838 --.. 1.,46';1 ktc 81~t 1t)U~ 38(} 665 _ X1d 2,9'33 GG!) _ ~1,32C1 2,?1f:~ Yl 2,739 61,6 1,233 -- 2 3 ~"~ Y2 p ~ (, "~'3 1,23 280 ~ 55~) ; 9?9 ~'' ~ 1,212 2 3 L--~ ~ 545 - - 9~4 L~"~l _~ 31 140 ,_ - ' ~ ..._ 'T ~~~ ~ 14 013 ~ - 21,020 2412 0 PYQ~PCTP(I I)CITIaIId _ ~ 10-30L AMY Regu~u {,,,~u2,~:~119~ ~~~ ~~8~~ ~S~~t" P~2C3 ;f I -~ / ~4~°~ a. ~l1TU~ YST~ ALYS~S ~`~4~~~ 5.7, tl•Y~at {~_ ~ - demand ~~'.u~?,~r~~~~.; t ~,,. . , ~ - "; t _.. .~~ X13 2~1 ', --_ _._ t~4 FS 21 & - __ ~ 97 ~ ~~ 1?0 C 271 _ _ _ G1 ~ 122 213 CR 1,R8~~ ~24~ _ 84fi 1,484 ~PR - -- 23 52 1(~5 _ f 83 ~' ~ 2,7"'1 ---- _ _ 623 __ 2,247 2,182 ~~'-~- 23,243 __ 8,230 - 10,459 15,589 :~1a -_ 3,227 ~ 726 1,452 _ 2,541 `,~1b - 3,814 - 858 .~ 1,716 3,4D X1c 2,8?2 64G ~ 1,292 _ 2,262 Yld r ~ 5,416.... - 1;219 2,437 - 3,E86 Y1 _3_,Z4,5 8~1? 1,694 2,965 Y2 #60 104 207 _ 362 Y3 i,712 38S 7?0 ~ 1,348 _ Zl 1,$43 415 829 f,481 Z2 62 14 _ 27 4r~ °- Total .. ~ -__5~ ~C~~l._~ ~.,_.- ll,'68---~__ ---- 23,535..._ ~ _._ _37 962 230 Propccted Remand ~ 1$.9$1 APY 5.4 FU'6'I7It : SYBT.F.,M SIZING AND ~,~- . ..: r~, The water system design criteria that were established in Section 4.2, Existing System Design Cziteria, are also used to develop the future water system capacity requirements for the ?'a~vn's water systems. Putttre system requirements include well caj~acity, storage capacity, boos`er capacity,. and transnussion mains to serve buildout and phased system demands. 5.4.1 So~xrce Capacity Potable water production capacity requirements are based on meeting Pl:~D with the larl;est well out of service. A summary of the well capacity Pale 5-5 requirements for the 5-, 1~-, 20-year and buildout projections are presented in Table S•8: Future Source Capacity I'~equirements Summary. The source capacity requirements in Tabs -8 include reserve well capacity. Based an historic consumption records for the region, the PDD is twice the ADD. The I'DD for Marana Dater at buildout is approximately 76,322 gpm ~ . _ .. The reserve well capacity is anticipated to be approximately 9,10fl gpm at buildout {10,330 gpm from Table 5-8 less 1,23fl gpm, which is not needed when the pressure zones Xlb and Xic are interconnected}. Based on these projections, Marana l~'atex will be requited to mainta?n a production well capacity o£ approximately 85,422 gpm at buildout. «~ . Regular Council eetin - pctober 5 2010 `Page 361 of 380 t ~... ~ '~ ; ~' ern Nfaster Plan , _ , - ~ P ~t~,::.t'i~ G~~~~` _ e ,x~ ~ +x~yvri* GHARTEFt'~; ~ _~~ ~ ~Y~T A~YSIS Talsl~ 5.8. Fug~~re Cnrtrc~ t'at~~~i1, ~ ?maent~ St~~„rv~ar{r .., ~. .~:~'. ~,. : , .... ~,a F :,~f ,~ - ---- B Y1 C 2,097 1,150 2,070 2,971 3,484`' 6,?4U*t 4,643 Zl Y1 Xlb 2,285 1.,230 1,553 2,068 2,946 X1 Xic 4,207 2,000 2,117 2,380 3,292 23,965*~ 17,325 Xld 5$ 3,077*~ Xla -- 1,?00 4,418 10,501 W+ ~~- 3,820 13,612 40,370 36,550 Vl VI -- 1,500 1,836 2,172 2,74? 8,873 8,873 Y2 Y2 - 3 Z2 -- 1,000 -- -- 1,2 4 1,852 1,852 CR CR PR 2,950 1,750 3,252 3,252 3,473 3,622 672 Y3 - Total 15,417 10,330 _ ,..___.15,244 23,343 33,865 85.422 70,005 *' Includes half of the PDI) for the Z1, A, B, and C pressure zanes as the source water in these pressure canes are assumed to supply by Xl and Yl Zone. Marana a%ater has existing potable well capacity of approximately 15,417 gpm. Assuming the existing wells isz die Tawn maintain the same production capacity, the additional source capacity required to serve buildout demands is projected to be 74,005 gpm. Approximately 47' new wells at 1,500 gpm each is required to meet its ultimate source capacity requirements assuming all source water is provided via wells. Marana Water currently owns 1,528 AFY CAP water rights. The projected buildout water demands for the Town are approximately C>1,554 AFY. 'I'o achieve the goal of safe yield, an additional 60,Q26 AFY of renewable water sources are required Marana Water is worki~hg proactively to secure its renewable water sources, which includes control o£ the water reclaimed from sewage conveyed by Marano owned sewers. Marano Water intends to inttaduce CAP water as arx alternative source of potable water to its service areas. T~vo alternatives to serving CAP water to the Marano ~'~'ater potable system include recharge and recovery wells and/or surface water treatment plant and blending with groundwater. 5.4.2 Storage Storage sizing requirements are based on meeting 15(3 percent of the AI}L3, plus fire flow. It is recommended that at least 25 percent of the requited storage capacity be allocated as gravity storage that feeds the pressure zone by gravity, if it is not practical to place all as gravity storage. Fire- flow demands will either be served from the Regular C oGirlc:+l A,Seetu~A. C}ctober 6, ~~11}. `,P~<,3e„3~?~ Sir Plan... ~~`,~ ~t~ qtr' i ,,~~ f ~. ~~ APT ~; '"01 YS'rE ALYSIS -~-- z~ .x _. _.,_. _..._____ _.._...~.._.~ ____ r:~F,,. reservoir. that floats the zone or from a reservoir that serves the zone indirectly through boosters or PRO`s. Fire Flow vas generally assumed to be 2,000 gpm for two hour duration £or the pressure zones that include zoned commercial andJor industrial use unless a larger fire flow requirement has already been established.within the existing service areas. In addition, the existing fine flow requirements for the CR (Continental Reserve) and PR (Picture Rocks}.. as of 1,500 gpm and 700 gpm, respectively, fox two hour duration were assumed as these areas are near buildout and na substantial growth is anticipated. The storage requirements per zone are presented in `able 5.gp Future t~rege Capaci equirernents Su [nary. 'I`he primary storage facilities for Marana ~~Tatcr are planned for the 't~, +, X1, Y1, Z1, PR, CR, and Y3 service areas. At buildout, Marana Water requires approximately 77 million. gallons of additional storage distributed throughout the system to meet the storage criteria, all of which is required to meet future demands as the existing system has an excess storage capacity of approximately 3.1 ntillian gallons. Tale 5-9. Future ~t~;r ~ : <:.apacity ~:~~~ ~ Elents Summary ~.. - "' d k 3 +, ` 1~' sE r i, C,i4 r. r [ , 1_. i t ~ A ~ ~ ~ 1'1,664 34,992 ... 249,318 ~ .......... 9(8,318 rl ~ -- 240,000 0 0 104,976_ 466,435 2,311,207 C 5,832 11,664 131,706 626,454 Zl Zl 1,100,000 240,000 316,192 588,83$ 895,504 1,943,028 1,083,028 Y1 ~ Y'1 185,000 2413,000 659,502 1,331,154 1,829,790 4,0129,912 4,084,912 k1b 1,940,000 240,000 348,705 905,175 1,853,361 Xl X1c 525,000 330,E}p0 125,874 41CJ,184 1,395,792 21,714,745 193569~~'r45 X1d 10,000 240,(?04 204,120 1,425,438 2,632,176 W't' Xla 240,000 320,760 992,898 1,568,322 4,154,814 W+ 2,075,000 300,000 2,410,074 7,086,366 11,296,098 37,609,110 39,988,924 S' ~' 240,000 363,042 725,598 1,34C>,706 7,963,095 8,203,095 Y2 Z2 240,000 0 0 29,646 29,646 Y2 240,000 0 0 223,560 ( 890,838 1,160,484 CR CR 1,000,000 180,000 904,446 904,446 915,624 915,624 95,624 PR PR 100,000 84,000 1'13,238 113,238 113,238 179,809 163,809 Y3 Y3 I,Ofl0,000 300,000 604,098 604,098 832,032 925,830 225,830 Tots! 7,935,000 - 6,387,547 15,134,089 25,417,849 82,427,658 76,886,658 * Includes fire flow requirement. 5.4.3 Booster Stations Booster station sizing is based on providing PDD plus fire flow or PHD, whichever is larger, for the pressure zone without gravity storage. When ..gravity storage is provided for a pressure zone, the booster station requitement is to provide PUIJ for the zone and all that need water from the zone.. Ta 5-10: Future ~oQSter Station Capacity ~tegireent Summary provides the anticipated boaster station capacities for the 5-year, 101'=year, 20-year and buildout planning horizons. If the floating reservoir storage required to provide fire flow has not been built, the booster station may require additional capacity to provide the intet-im fire-flow requirements. N ~F ~" __ ~.m~., ,. _ - _.~~. ~~_~~ ..m. ~,_._ y ~~: ~~:>~,. NAPTEFt ~ ~UT~lE2E ~Y~Tt :~~~ ~''Sl5 Page 5- ~ T~hlp -'~~. Ft{t€~rg Rnocto~ St~ti~tt ~~~?~ritee t?E~' ?,t~$ ~lt~ {{i.r~,~~t .[T ~/ J.. - 1 std .~• - ... ' ' ~ ... w :i s . 1. ~ ~ . .. ;. r3 C'1 .,~ '.i ;~t I f [ 1 i , _ ~ ~ 2,000 14 ~ 38 340 ( ......... 1,112 ~ 1,d12 B 2,000 0 0 : 2,158 2,722 .2,722 C 2,t~41i? 2,005.... 2,011.. 2,122 2,580 2,580 CR ~ 3,U00 1,500 3,002 :3,002 2,838 2,943 (57)"z PR 1,000 700 8U5 805 ....:.:805 86G (134)` V 2,000 2,336 2,672 .........3,247 ~ '373 7,373 ~+ 6,720 2,SQ0 4,921 12,342 17,517 34,823 28,103 X1a 1,300 2,000 2,297 ........2,919.......... 3;152 5,847 4,547 X1b 6,1&0 2,500 2,823..... 3,338 4;216 plc 4,900 2,750 2,867 . .... 3,130 4,042 21,965 10,765 ~1d 12rt 2,000 2,1 89 • 3,320...._ 5,077 Yl 2,100 2,000 2,920 3,821 4,334 5,59U i 3,490 Y2 2,000 0 0 2,234 2,852 ~ 2,852 Y3 3,100 2,500 3,059 3,059 ........ 3,270 ......... 3,357 , 257 ~1 2,085. 2,000 2,309 2,588 3,279 3,717 ; _ 1,632 Z2 2,000 0 0 2,027 2,027 ~ 2,027 Total 30,505 - 31,545 43,045 60,960 98,075 67,570 '~ lne ~-, to-, Gu-year booster capacities are based on pzovrdtng l'tJll plus ttre Clow oz tit-fll, .vh~chcvc:z is greater. The booster capacity at bnildout is based on PDII plus Eire flow or PkID, whichevez is greater when na gravity storage is pzovsded. With gravity storage, the booster capacity is based on providing PDD.. Gravity storage is assumed to be provided foz the V, W+, X1, Y1, Zl, and A zones. 'z Indicates excess booster capacity of the zone. 5.4.4 Gravity Storage Transmission System A number of new transmission mains are required to transport the gravity storage water throughout the distribution networks. Taie -1. ~BttsmtiSSicttl Life Extension Sum ~ry presents the transmission line extension pzojects, lengths, and purposes of the extensions. These transmission mains are typically funded by Marano ~~~ater and the cost will be recuperated through gravity storage and renewable water resources fees and inftastruciure impact fees. Gaa~struction and upgrades of internal distribution systems and main extensions far developments and growth ate typically the responsibility of the developers;.: therefore are not included in this Master Plan. rt Rege~r,Ca?~ra Nje~t,~g<~ ©a~,l~ ~1,Q - Pac~q 3ti9 of 38D, _ ;~ { ~ ~.. f (~'.!. ~ _ v A1AKAtin~~ t.. G i is,-~:„~ ~iP'r~ 5, 'u~ru ~sr~ €~~~~s~s -i .,.. - a~ ~, T`ransi~sia~ Lire Exterts.~. ~ ; ., ,~~ J~ ''_ '>' ~ s . ~ ~r Gone 24-inch Gra~itti~ Main from V Zone Reservoir 1Q,6[~C! To rovide .avi store e to the V Zone W- Zone 14farana Road 16-inch Main for Santa Cruz To provide water to the system on both River Crassn 3000 sides of the Santa Cruz River W+ Zone Sanders Road 24-inch Main from Airport to I- 10 25,400 To provide gravity storage to the W+ Zone W+ Zone 48-inch 14fain from Tortalita Mountain W+ Zone Reservoir 11,000 To provide gravity storage to the W+ Zone - W+ Zone 36-inch Main Connecting Sanders Road 24-inch - & Tortalita 14fourtain 48-inch (includes RailroadjI-10 3,600 To provide gravity storage to flee W+ Zone crossin W+ Zone 24-inch 14fain to the north of Village of Tortolita ~mcludes RailroadjI-10 crnssin l 30,000 To provide gravity storage to the W+ Zone X-Zone Sandario Road 24-inch ;4iain from South X-Zone Reser~;oir 10,300 To provide gravity storage to the X Zone X Zane 36-inch Main from the Tangerine Road X-Zone Reservoir ~ ~,~j{} To provide grai-ity storage to the X Zone X Zane 'Tangerine Road 24-inch from the 36-inch Main includes I-10, C11P, Railroad crossin 4 g00 To provide gravity storage to the X Zone X Zone 24-inch South of Tangerine Road, includes I-10 crossin at ~1vra Valley Road 12,(?t?0 To provide gravity storage to the X Zone Z-Zone Camino De Mariana 16-inch plain 7,I0+: To rovide gra~t~r story e to the 'Z1 Zone Hartrnan Vistas to CortarojCrshnn I'KF~ and 8-inch I4fain t,~i50 To rovide redundant ca acit~ to Y17.one Y-Zone 16-inch I<fain From Cortaro Farms Road to Linda G'ista Blvd 15,500 To provide gravity storage to the Y1 Zone Y-Zone Twin Peaks 24-inch Main 4,000 'I'o provide gravity storage to the Y1 Zone west of I-10 Y Zone Linda Vista Blvd Parallel 12-inch Main to Hartrnan Vistas Reservoir 7 200 To provide gravity storage to the Yl Zone Zane 16-inch Crxri(v Maui 4,300 ~I`o pxat~ide gravity storage to r11 Zone Reg~+lat G~tuntil Meeting:: pcSoh~; 5 2Di.Q= ~'age~5 f . , ~ ~#er Plah ~~_~ ~ or ~ ~~ r P4aPL}SEIa FACIi°t"IS _ (T'TLIEtE ~s•~~~1~'1 The facilities proposed to meet the buildout system requirements are shown on `h.:l;ibits ~ "' and 5-3 have been removed for security purposes under the 1?ul~lc Health Security and Boterrarisn-t Preparedness Response Act" The lacationsJroutiugs of the proposed infrastructure improvements an these .~« figures are conceptual. The actual locations of these infrastructures will need to be evaluated and determined as the involved CIP projects evolve. Table 5-12: ~ -Year Cap!#al lprc-ve ent Projects presents the proposed 10-year capital itnprovetnents projects related to future growth for Marano ~Tater. These requirements are based on the assumption that the infrastructure improvements proposed to tneet existing system requirements, as listed in Chapter 4, have been constructed. Lew Vitt Lone \ oFCI: ;~:~,nd.rrs ~Y~'atez ~'L~r ~ `:~Icll New W+ Zone Barnett Well & Pipel€ne to ~laxana Park Reservoir Re-equip the existing Y 7.one '1`u-in Peaks Well __ New Y Zone Twin Feak:,Well ~<.L~-r3xilt & l ciuip) Equip Cortaro-Oshrin ('-Lone; ~1'eIl CMID Well Purchase _. _... _ ~ .: ~. l . ~ ..___ ~. ___: New 1.0 MG W+ Zone Narr:, `;a,idcxs L~%atez Plane Torbay Reservoir New 1.014iG ~~G~+ Zone r~irport Elevated 1~loaring Reservoir New 1.0 MG W+ Zone Masana Fark Forl~ay Reservoir New 1.0 MG X Zone Tangerine Road Floating Reservoir New 1.0 MG Z Zone Camino De Mariana Floating Reservoir New 0: '' S MG Y Zone Pioneer Well Forbav Reservoir ~~. ".'__ ~fG S' 7~e r„~r:r, ~ i. ,.~~ri,~ F~ _i~:r: Rcsen~oir . m. _ .... t li .e '~r t ~~ _ ~~. ~ ~ ~ ~ ba :,, VU+ Lonz \arth Sanders Water i'tant Booster Station New 2,000 gpm W+ Zone :lirpoxt Booster Station New 2,000 gym Tangerine Road W+ to X Zone Boaster Station New 2,000 l;F?tri X-Zone Booster Station at Airport SE Well Site New 2,000 gpm Pioneer hyell 5it:e Booster Statioa New 2,000 gpm Y-Zone Cortaro-Oshrin Booster St~iticsn Upgrade 800 gpm Continental Reserve to Picture Rocks Rooster Station to 1500 ~rrr .~~, Mira `t'~ . r.. ~tl+ ~.oiic Sanders Road 24inch Mair- [r~ eau . ttr;7~et to I-10 X Zone Tante~ i,~e Road 24-znch 141ain Grassing I-10, CAP, and Railroad X Zone 36-inch Main from T~za~erin~ Road X Zone Reservoir X Zone Tangerine Road 24-inclx plain from 36-inch Main to I-10 Z Zone Camino De 1Ylanana l Ci-inch ?~4an Hartman ~Tistas to Cortaro/`Oshxin PRVand $-inch Zti3ain Y Zane 16-inch Main Fxom Cortaro Farms Road to Linda ~rist.r Blvd Y Zone Twin Teaks Road 24-inch :1~iain Picture Rocks 235$- Zane $-inch Main fxazzq 1'G'ade/'Ina Raad to the Springs Reservoir ~,faarr CC ~Rn r F, Reg`T~4y~"~4~E~`asg~; ~'~ '' ~'d~~C P~.~se'tRt[stet' Plan ~ ' "` ~~~~{~`f ~ ~~Ai~~ ~ ~ _/' ~~~r~R u~°~ ~~°sr-,, E~s' -- ~- Tab18 5-13: uilu Capital Itnprove~teat Projects presents.. the capital improvement projects fot Maxana Water at buildout, assuming the 1(l year capital improvement projects have been completed and in operation. ~ ,f ~ x•13 ~ ,~.' : , ~-~~:~!~,, ~....;„ _: - ^~~ r_ 44 new 1,500 ~~„~~ ~~cll:: 49 MG Forbay Stuca};::ii `Y, 14' ; , _K, Y1, azid Y2 2.0 MG V Zone Elevated Reservoizs 8.5 MG W+ Zone Tottolita l4ountain Reservoir 6.5 MG X Zone Tangerine Road Reservoir 2.O 141G X Zone South Floating Reservoir 1.0 MG Zl Zone Camino De Mariana Reservoir ~.0 R4G.3 Zane'I'ar4t;eeirae Road 1.~loatin*,Reservoir y~ rJ r.. ~ 3 ._ _. 17 new 3,t)00 fpm bouater stations in V, ~V+, X, and `i 2 New 2,000 gpm X to Y1 Zone Inline Booster Station New 2,000 gpm Y1 Zone Booster Staticni at "Tangerine Road X Zone Reservoir New 2,0(?i) ~n Z1 Zane Booster Station at Tam rineRoad X Zone Reservoir New ?,i)t70 ~pni Z1 to ~1 Zone lnline Booster Station New1,50G'~ ,gym B1 Zone Booster Station at Camino De Mariana Z Zone Reservoir New 1,500 gpm B to C_Zone lnline Boaster Station New 1,500 gpm B Zone Booster Station at T`an'gerine Road ~ Zone Reservoir New 1,500. gpm C'Zone Booster Station at Tangerine Rand A Zone Reservoir '_~ew ?,100 RF'rx Yl to Z3 Zone lnline Booster Station ~e~~ ..,11)0 : ~~~.; ~? ~_ ~ ' /one l~ainc linosterStation .. ,.: `v tone 24-inch Gravtry, 1Vlain Prom r tune keserruu _ l~'+ Zone Marana Road 16-inch Mran for Santa Cruz Iti~,-%~~ Crossing ~~U ~- Zone 48-inch Main from W+ Zane Tortolita bfow7ttan Reservoir W+ Zone 36-inch :~-fain T'ortolita 1~lountain 48-inch iGfain to 1-10/Rialtoad Crossings W+ Zone 24-inch lyiain -North Route of Village of Tortolita X Zone Sandaria Road 24-inch nfain tom South X-Zone Reservoiz X Zone 24inch Malin South of Tangerine Road 36-inclx :Hain Y Zone Parallel 12-inch. IVfain aloii~ Linda Vista Blvd to Hartman Vistas Reservoir zl Zone 1G-inch tirarit~= i~fain from Tangerine Road ~', Zone Reservoir ,~,a Regcr.co},racai M~.lu}9< i~ ~~'~Y~f X84, I c I'i%s CS °'... ;, ... y-.._ _..e_~Y._ A _~ - ~,%: Q 3~Ia rahalr '~';.~; o m ~ v ~ ~ d Q ~ N ~ C m ~ ~ ~ ~ N c C _ ~ ,ie ,'ice dy d ~ r c ~ 'D ~' ~= Ti ~ R ~ G C U ~ T a ? ~, ~ - gym` y ~ <3 ~ ~_. ~ ~, ~ «. E G y m ~ ~ ~ d O) N ~ ~ J ~ 3 ~ ~ IE d ~ L 3 ~ m v o ~ ~' ~ ~ Q z" E c ~ a m x U o N ~ J. ~ ~ ~ ~ ~ m m ~.. G.,. ~ to ~ W ~ ~" ~ ~~ c ° a o a a w ~ a ~ c a ~ m ~~ E -o ~_ C~ ~ a m ~` R ~ o o m rn o. ~ N E o v ip a o O ~ v p v ~` m ~ n ~ n O O ~ g n. n a ¢ C> ~-~~~ a~ m m N ~ a ~ ~~ ~, ~ ' ~' ~: T ~ ~ -- - - ~; :, E t„ L _ 1 r ~ . i.` k 1 I 1 . ' .. ~ ~ _ 4 t _ _ ~' ~ i ' , . '1 _ t '.. -. a j ~ ~ 1 f ,~ I . ~. 1 ~ .. tr ~„ FI '. i ~x~~_ r 1 '-'.~ ti 4 i i _ ~Ir z l . I ~ ~ cr i~ ~ ~ ~'~ i r `- S. i c - - `5 r I E- r j _t' m ~ ~ f ~, I +~y y l - ~ .. i ~ ~ .~'.~ ,_ , s 1 / L y ' f ri' . r .. J ~ ~ t 3C> ~ S < f _ ~ ,~ ~ r ~_' ~ Y ~ ~ ~ ~ ,~t ~l a ~ ~~ r w :~ ';'. ~. y,,~. - ~ ~, ~ ~ 1 ~~ + ~ ~ ti p } 1 K I ~ ~ ti ~ ~ - ~~ ~ a ~ j J/ ._ ~ I W.. Ii.i N SSVJ.. ~ Z O ~~ N ~ 2+ - >~ ~ ~ ~ r i ~ O ' vO~y bHC +qqi l ~ / ~'// ~ I f y r ' t g~ ~~1 ~.Y I i I~ f f ~ 1 ~ ~ 4 ~ > ( ~~ .~ ~ r ' LI ~ ~ . I ~ S .~. ... ~ ; y / ~ ? ? ~. ' '~ ~ ! ~ ~ ' .. G c ' . / ' . ~ i + ~ 3 ~ Z ~ I = . - j--- ~ yam I i i -__ ~ ~_... W ~ ~' j ----- ' ~ I _ ~ ~ i v ~ ~ ~, ~ -~ ~ ~ F v ~ r ~. ~ ,~i,]ls MJ This chapter presents the cast estimates for the infrastructure improvements recommended in both Chapter 4 (bases on existing system requiremetitsl and Chapter 5 {based on future system regiurements) for Marano Water. The 10-year and buildout CIP, as well as associated cost projections are provided in Table 6.1 < .arena mater 1a-Year {22j Capital Ipro~ -...~rafi ~~ .. ~ ;and Table -2: aratta ~1(ater uildout Capital h E, ~ ~ : ~~r~l projects following the text of this Chapter. The following sections present the assumptions made in projecting the infrastructure costs. the installation of transmission mains required for distributing gravity storage vithin the buildout CIP. Based on recent bids of similar projects for Ivlarana Water and standard assumption of soil conditions, the following costs were used as baseline numbers for water main installation cost estimates: ~ X150 per lineal feet (If} of 8-inch water ma~iti from Wade RoadJlna Road to the Springs ~~'later Plant site, azid from Hartman Vistas service area to Cortarar'~~Jshrin service area along Hartman Lane. 6.1 CCtS'I` PRJ~,CT[ttN ASSt7~i I41'V~ ANll Cost projectic:~- for construction of the proposed water irxfzastructure are provided as a basis for financial planning for Marano Water. The cost estimates are based an construction of the projects at present day prices. Appropriate itxllation factors should be added when using these estimates for CIP budgeting and financial planning. Over the past several years, Marano Wat~x has bid several reservoir, booster station, well, and transmission main projects. The bid schedules from those projects were used as a basis far determining the costs of the proposed water infrastructure. Actual casts may vary depending on extreme site conditions, site acquisition, soil conditions, security measures, and replacement andJor disposal casts for existing facilities 6.1.1 Pipeline Replacement Projections in the Master Plan indicate that some existing 4, 6-, and 8-inch water mains w-itl~ici the Marano Water's old service areas will need to be replaced as Marano mater has determined the existing mains are undersized and have exceeded their useful service life. Per Marano ~y:'ate>r, the estimated main replacement cost within the next 10 years will be approximately ~5 million. Phis cost assumption inchides valves, fittings, fire hydrants, appurtenances and minor pavement replacement required for the installation of the proposed water mains. The cost assumption does not include easement acquisition. 6.1.2 Installation of Water Mains :~ $160 per if of 12-inch water main parallel to the existing 12-inch main at Linda Vista Blvd X170 per if of 16-inch water main throughout Marano e`ater':, service area $200 per if of 24-inch water main throughout IYiarana eater's service area .~ $250 per if of 36-inch water main throughout Marano Z't~ater's service area X300 per if of 4i3-inch water main throughout Marano ~~ate>`'s service area The above cost assumption includes valves, fittings, fire hydrants, and appurtenances required for the installation of the proposed watex mains. Depending on the specific site conditions such as the number of wash crossings, and pavement replacement, the cost estimate assumptions may Gary. 6.1.3 Installation of Welded Steel Reservoirs Projections of the storage requirements ir~aiicate 77 million gallons of storage, in adclition to its existing storage capacity, will be required for Marano ~~~ater iit buildout. The two most commonly used types of storage facilities are welded steel reservoirs and below ground. concrete reservoirs. Welded steel reservoirs are generally less expensive to install than concrete reservoirs. A welded steel storage reservoir is typically no larger than one trillion gallons in size. Based on recent bids for Marano ~Xiater and standard assumption of soil conditions, the following casts were used for welded steel reservoirs: ~ $3C~£i,~JC~Q to $350,000 for a 25(},~~0 gallon reservoir depending on specific site cotiditians. $$Ot~,C~40 Eor a one million gallon reservoir. This Master Plan projects both the need for new water main installations within the 10-year CIP and, Reg~r C~oi,E?p~ ~~~{~3 Qc~gbe; 5. ~41f~.- k'at3~3G9P~!~6;~ st~Y ~swr _,,` 1 '~ ~.,~J~ , 9 ,~Nati~, ~WAI~TE ~~ "~•:~T1~ld~~t ~T ~ECTIC3!'~ - The above cost assumption includes the steel reservoir, required site work, site piping, telemetry, site grading, block walls, and landscaping. This cost does not include site acquisition. 6.1.4 Installation of Buried Concrete Reservoirs As the size of reservoirs increases, the aesthetic impacts of larger aboveground reservoirs increase. In high-profile areas, it becomes difficult to install aboveground steel reservoirs. To address public concerns, most municipal water providers have specified buried, concrete reservoirs wherever possible to ruinimize the aesthetic impacts to the neighbors. The site acquisition and construction costs increase for the installation of buried, concrete hopper-bottom reservoirs. Out of the 7? million gallons of storage proposed, it is estimated that 15 million gallons (W--- Zone Tortolita and X Zone Tangerine Road reservoirs} will be stored in buried concrete reservoirs with steel roof structures. A cast of $1.50 per gallon of storage is estimated for buried concrete reservoirs proposed in the Master Plan. 'T'his cost assumption includes the concrete reservoir, steel roof structure, excavation, site work, site piping, teleiraetn~,, and block walls. This cost does not include site acquisitipn. 6.1.5 Installation of Elevated Reservoirs Twa elevated storage reservoirs (the 1.0 million gallon ~~~+ Zone Airport Reservoir and 2.0 million gallon V Zone xeservoirsj are recommended in this: Master Plan. A cost of $2.0 per gallon of storage is estimated for the elevated storage reservoirs. This cost assumption includes the reservoir, steel roof structure, riser column, site work, site piping, and telemetryg. This cost does not include site acquisition. .6.1.6 tYr'cIfl Installations It is projected that approximately 47 new wells at 1,500 gpm each will be required to meet the supply demands of Marano Water at buildout. Based on recent. bids for Marano ~Xlater and applying standard' assumptions for drilling rig requirements far access, a cost of $$00,OC~{? was assumed to drill. and equip a new well. This. cast includes standard drilling operations, well casing, sanitary seal, well column tube and shaft, and pump motor bowl assembly, assuming the wells are to be drilled using the reverse circulaiian air rotary drilling rig. It is assumed that two wells would typically pump to a water plant storage facility, with one well at the plant site and the second well approximately 1,00(? feet apart. Assuming a 12-inch dedicated water Sine is used to collect the well water to the reservoir, an addi.tianal X200;000 is required for the offsite well. construction. Far flee purpose of cost estimates in this Master Plan, the calculation was simplitzed by increasing the cost to $900,000 for drilling and equipping each new well. 6,1.fi Booster Stations In addition to the existing booster capacities of Marano Water, this. Master Plan projects twenty (20 new} 3,000 gpm booster stations, eleven (11 new} 1,500 to 2,OQ0 gpm booster stations, and four (~) 1,500 to 2,000. gpm in-line new booster stations at buildout. Based on recent bids and standard assumption of soil conditions, of the cost estimates range from 400,OOt1 to X900,000 each new booster station, depending on the size and location of the facility. 6.1.8 Interstate 10, Rairaoad, and CAF Crossings This Master Plan projects several water line crossings over Interstate ItJ, Union Pacific Railroad (UPRR}, and CAP canal. The installation of these crossings is assumed to be by "jack and bore". The cost estimates for those crossings range from $1 million to $1.5 million depending on the size and location of the water lines. This cost assumption does not include site or easement acquisition. 6.1.9 Engineering and Contingencies Due to tine planning nature of the locations of the facilities proposed in this Master Plan, contingencies are added to reflect unforeseen conditions that may affect the individual projects. [3nforeseen conditions can range from environmental issues that may need to be addressed in individual projects, to easements that may need to be acquired for pipeline construction. This cost component also includes engineering fees, permits, inspection, and project management. The cost assumptions provided above include 20 percent engineering and contingencies. b.2 0-XE Z(20} CAPi°PAL ~Rt1t*ME~1T PLAN CC3~"I' I'It.Q.TI~'("iCi?V F Reg ~teRf~9~~$O, ..r P'-~r~ 8131f241 t~ DRAFT --- _ _ °-~ 4 i a, -.a ~~', Table 6-1 lists the 10-year {2020) CIP far Marano tX'ater. The cost estimates for these projects, based on the present day price is approximately $335 million, out of which, $7 n~zllion is allocated to the upgrades regiured to bring the existing system up to clarrent standards, and ~2t.S million is allocated to growth related system upgrades. ~- 6.3 I3iJii~i347T" CPiT~ri., I~rif'itf}VEM'i` ~Lx'~"V Table 6-2 Lists the buildout capital improvement plan for Marano ~Y/at~.r, assuming all the 10-year CIP have been completed. The cost estimates for the buildout GII', based on present day prices, is approximately X143 million. N L~ RegE~lat ~aunc;il f,9eelin~ ; t~c(of~~r~~ ?QiCl~ Pac~~;,371 f ~p ,/ y ~ _ - ~, _ C C ~~ N 3 ~ _ 3 3 p 6 ~ c; G _ ~ „',' ~ x g '3 - E e c x d x _ r ~ ~ c _ " _ r '~ ? _ _ S 7 4 4 H J ~ f _ F _ 9 n V X C ~ N 3 Q ~J _ X - Q - ~ _ ~ O O ~ ' ~ F ~1 '. x W E ' 'j i j ~v ~ ~ S ~ ~ ~ ~ € 10 ~ _ g _ , - ^ c. ~ ~ ~: G R ,., ~ " r 3 '. U ~ ~ p is ~ ~ Y ~ ~ ~ ~ 7 ii i M ~ t N _ _ _ ~ t b i .- r! _ C'i L? _ t _ ~ _ ~ _ N ~ -_ ~'. t _ _ ~ 4 ~ ~ `' ~ ~ _ L - ,~ X '~ - t - ? r' - ~~ C E ~ p a ~ ~ c Z c r [ - '- i C '~. _ Z C C ~ _ C _ , a 1~ _ i 9 4 i C ? C 6 ~ Q\ ~_ ~ ~ _ ~ .< ~ r ' . . ~ r .- ~ ~ ~ 5 ` ~ 3 3 3 3 i 5 .: 3 i f~ \ N ~ l ... _.. ,,,Kc yy~~ . .... . _... I .... .. .. .... U 5. o g N6 ~a a~ o~ N 6 N " N~ ~qg CQ U~+I O V w K~ 1 ~- J .~ ti ti ~ F l j 'O C .-f } ~ 3 ,~ y ~ 5 ~. / ~ a p O a ~ ,~ ~ '~ ti d: '~ G [ i, ~ _ ~ ti Y $, N N i ` ~1 ~ ~ .. ~ -~ ~ C ~? V J ~ ~ C ~ ~ C G G ~ cv ? o f .- L ~ s ~ :7 t o ~ ~ - Q _ , L F N~p A p p ~ ~ ~ _ € F U % ~ ~ ~ x ~ ~ g ~ c X ~ z ~ ~ ~ ~ 3 R o r o ~ 5 ~ ~ `. o: x Q _ ~ - ~ o 0. ri i c t ~,. '. ~ c`~ i L pp C .. x ~ v _ ~ ~ 1~ _ '~ x ~ v N o m G 4 ~ '~ ~ '~ Y ~ L ~. ~ ~ ~ I:. T -f iti ~ [:i ~ W ~ [:: r t4 ~ L:.. .r 2Ti T r 4-i ~'. l iL ~ ~ ' i € z _ K U C i ' c ~ C G o c i < ~ ~ ~ ~ ~ x ~ ~ ~ ~ z z ~ - ~ c y i- c o ~ c ~ o ~, K ^.. ~' ~~ a 4 ~ r-' ~: C- C ~ C c ~ m c .. ° .~. ° d 5 ~i c c ~ 5 c ~ ` ~ - ti o '~ ~ ~C ~ a o a - ~ c C N ~ N ~~ - ~ 5 + i /, ~ ? c -v _ ~ w ~T ~ ~ ,t c - 3 - 'a ~ "~' ~ .; ~ .a C _ c x ~ ~u ? o x c '` y ~ G c c C r ~ C ..7 ~ ., c h x ~. m ~ .c 4 ~ .. v c < 7 ~ N ~ x o .; d ~"' rY, !~: cV C F N ~ C G C E eC -^• ~: G '~ ~ C .~ O 9 O ~. ~_ a ~ ~ N C C n N '.~ C. .~ € ~`" ^ . i ~' ~~ ,. .~~ ~ r ~r a ,~ 'elf C '',. .v . ',.. '. ~ ~ . 7. Ii*d7't7rtICTi® The implementation portion of this document provides a roadmap for ItiSarana Water to facilitate the recommended improvements. A set of baseline evaluations for source, storage, and boaster station capacity have been established For use by Marano `:'; :mt~i in performing annual evaluations for infrastructure requirements, capital improvements, and required upgrades for both the existing and fixture system. These infrastructure and cost data will allow Marano 1Y~'ater to continually evaluate the capital components associated with the capacity and operational upgrades of the potable water system. These criteria may then be used to estalzlis~i and continually evaluate the connection fees ~vithiil the defined service areas of Marano L1Tater: The criteria may also be used to define capital components for the existing. rate payers for infrastructure upgrades required for the existing system to meet its established ..standard for service, Water Master Plan updates are recommended to be annually completed as part of the Marano ~jG'ater annual report. 7. CA f~T'T`AL Itai®'VEN'T`S The 10- uar (2020) and buildout CIP, as shown in Ta185 -1 and -, identifies the critical capital improvement projects for Marano Water and protiides associated cost estimates at the present day's price. The CIP are made based on growth assumptions as of today's conditions. It is important to evaluate growth potential and annual growth so that infrastructure projections can be modified peri©dicaii~~. These projections will dictate the Banding requirements and timing associated with each capital- improvement. Project timing and land. acquisirion has been the critical path of the majority of Marano Water's eapt~l improvements:. construction phases of the project, and. budgets these phases of implementation accordingly. This extended timeline allows Marano Water to effectively manage its CIP while meeting or exceeding the regulatory standards for the development of required infrastructure. '7.3 S(3URCE, STfI GTE, ANTI t~(7S"T°EIt C`APACT'lE°Y VALIUA7"TC31~ Marano eater. evaluates its source, storage, and booster capacity requirements continuously to closely monitor its system capacities xequired for the capital. improvements, to ensure these capacities continue to meet tlxe established standards for the system, and to identify the most effective locations to place proposed facilities. "Tables 7.1, 7.2, and 7.3 have been reinoPed for securittr purposes under the Public Health Security and Bioterrorism Preparedness Response Act." Histoxzcally, it has taken Marano Water approximately one year to design, bid, ,and select a contractor to construct a project. Coupled with increased regulatory requirements associated with the environmental unpacts of projects and land acquisition, as much as a two to five year timeframe is anticipated'. for design. Marano Water` typically sets the capital improvements implementation schedule in two to three year increments for its most substantial projects, in terms of land acquisition, environmental and cultural resource clearances, Stormwater Pollution Prevention Plan (SWPPP) development and implementation, and design and ~. ~ ti _ _ ._x.. %~ < «~ r ~R,a~r vv Pr y, G1°iT'R. 7: r I. NTATIt}t~ Page 7-5 7.4 '.(~~dECTiflI~' lrt ~:S AST? 1°S The capital improvements and associated Casts indicated in this Master Plan are recommended for use by the utility and its rate consultants in the establishment or update of connection fees to the potable water system. These cr~rnectioi~ fees are for infrastructure required to serve future growth. I.nfrast~ructure requ.ircd for support of the existing system has historically been funded by rates. There are a variety of ways to calculate the connections fees for a utility system. Marano Water is currently using the EDT systerza. 7.4.1 Infrasttacture Impact Fee The Infrastructure impact fee funds for construction of wells, storage, and booster stations, e.~ccept those related to gravity storage facilities and distribution. Gravity Storage and Renewable ~'ate:t Resource fee 7.4.2 Gravity Storage and Renewable mater Resource Fee The Gravity Storage and Renewable '~Ylater Resource fee funds projects relating to Marano ~~41ater's gravity storage and distribution, water rights acquisition, and treatment far the buildout water systems. pMN 1 Reg ~I~~ C~tok~er5 2a1~7: 7 ~rf . ~__ ,, ~age3 5 3Sfl ,~... _ . _ ...;, r - - + ~ , :.:'~ ~~rtniN ~~ ~~+.~~ liW=' 4=~ NRIMNR.. 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item A 4 From: Jocelyn Bronson ,Town Clerk Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2010-97: Relating to Mayor and Council; authorizing an alternative date for the November 2, 2010 Council meeting and possible cancellation of December 21, 2010 Council meeting Discussion: Pursuant to Chapter 2, Mayor and Council, section 2-4-1, the Council may change the date of a meeting which falls on a holiday or election day, or convene a regular or special meeting as necessary. The first regular meeting in November falls on an election day (November 2). The Council may elect to cancel or reschedule the November 2, 2010 meeting. The second regular meeting of December falls on December 21, immediately preceding the Christmas holiday. Council may elect to reschedule or cancel the December 21 meeting. After evaluating projected workload and its impact on the Council agenda, staff has prepared two resolutions for the Council's consideration: Resolution 1: Reschedules the November 2 meeting to Wednesday, November 3 and cancels the December 21 meeting. Resolution 2: Reschedules only the November 2 meeting to Wednesday, November 3 (the December 21 meeting would remain as scheduled). If the Council prefers to leave the meetings in place as currently scheduled (November 2 and December 21), no action would be required on either of the attached resolutions. ATTACHMENTS: Name: Description: Type: ~ Reso_res..ch..eduling and_canceling_Nov_Dec 2010_mtgs_ Reso Rescheduling Nov 2 and cancelling Dec Resolution (00023312).DOC. 21 meeting D Reso_rescheduling_Nov_2010_mtg_(0002331.4),DOC Reso Rescheduling Nov 2 meeting Resolution Regular Council Meeting -October 5, 2010 -Page 376 of 380 Staff Recommendation: Mayor and Council's pleasure. Suggested Motion: OPTION l: I move to adopt Resolution No. 2010-97, rescheduling the November 2 Council meeting to Wednesday, November 3, and canceling the December 21, 2010 Council meeting. OPTION 2: I move to adopt Resolution No. 2010-97, rescheduling the regular November 2nd meeting to Wednesday, November 3, 2010. Regular Council Meeting -October 5, 2010 -Page 377 of 380 MARANA RESOLUTION NO.2010-97 RELATING TO MAYOR AND COUNCIL; RESCHEDULING THE NOVEMBER 2, 2010 COUNCIL MEETING TO NOVEMBER 3 AND CANCELLING THE DECEMBER 21, 2010 COUNCIL MEETING WHEREAS Town Code section 2-4-1(A) authorizes the Town Council to change the date of a regular meeting upon adequate notice to the public; and WHEREAS the date of the first regular November 2010 Council meeting falls on an election day, and the second regular meeting in December falls during the week preceding Christmas; and WHEREAS the Council finds that rescheduling the November 2 meeting and cancelling the December 21 meeting is in the best interests of the citizens of Marana. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, rescheduling the November 2, 2010 meeting to November 3, and cancelling the December 21, 2010 Council meeting. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this St" day of October, 2010. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney Regular Council Meeting -October 5, 2010 -Page 378 of 380 MARANA RESOLUTION NO.2010-97 RELATING TO MAYOR AND COUNCIL; RESCHEDULING THE NOVEMBER 2, 2010 COUNCIL MEETING TO NOVEMBER 3 WHEREAS Town Code section 2-4-1(A) authorizes the Town Council to change the date of a regular meeting upon adequate notice to the public; and WHEREAS the date of the first regular November 2010 Council meeting falls on an election day; and WHEREAS the Council finds that rescheduling the November 2 meeting is in the best interests of the citizens of Marana. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, rescheduling the November 2, 2010 meeting to November 3. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 5th day of October, 2010. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney Regular Council Meeting -October 5, 2070 -Page 379 of 380 ~~ ~~ 11555 W. CIVIC CENTER DRIVE, MARANA, ARIZONA 85653 COUNCIL CHAMBERS, October 5, 2010, 7:00:00 PM To: Mayor and Council Item D 1 From: Gilbert Davidson ,Town Manager Strategic Plan Focus Area: Not Applicable Subject: Legislative/Intergovernmental Report: Discussion/Direction/Action regarding all pending state and federal legislation and report on recent meetings of other legislative bodies Discussion: This item is scheduled for each regular council meeting in order to provide an opportunity for discussion of any legislative or regional intergovernmental item that might arise. Periodically, an oral report may be given to supplement the Legislative Bulletins. ATTACHMENTS: Name: Description: Type: No Attachments Available Staff Recommendation: Upon the request of Council, staff will be pleased to provide recommendations on specific legislative/intergovernmental issues. Suggested Motion: Mayor and Council's pleasure. Regular Council Meeting -October 5, 2010 -Page 380 of 380 ~ ~~'' i I ~ •~ £ `~ a $ r 4 `j rem, l ~Z~t~ ~ ~ ~ 1 ~`1~ '."4 `sae tl +~k}'s ~, r. !!!! ~i~t ~- ~ ,,,,}~ ~ ,' ~„ 4 ~" ~ ~.~ 'a .~y ~ ~, $ 'H f ~,~ :. ,~ ~~~~.. '~~ ,~~ t.. ~ ,. ~~, ^ ~"~ . f »i sj »r, ~ ~vk € ~fukw~MR ~;~ J ~ , -r..~.:.~ .2~r '~ ; 1 -r, f ^ - '~- ~, ~_ £~~ z . ,. u~ ~~ ~'~ ' ~ ,,~ ~.: ' ~, .~ ~ .3 ~ r ~ _ ~ ~ .~ .: ~ _ ~. F . .. _ ~ '' ~~ ~, :,.. ~:,~ G ..~ T~ tr s I .i ~' y ~ 'v <^ ~ ~ ~ a t: r, iii . ;0 :~ ~ ~.. . _ ~ a .. r„'... .. i ~ 'T, j 'Y Z ti J ~ ~ i F ~a ,i, ~ 1 1. ~'~~ ~ .~ i~~` , ~I ®. d 0 v 0 0 r D Z m ~~ ~~ ~~ ~® ~ <. vs O D~ ~'• o ~ ~ ~ ~ o ~' ~ ~ ~~ ~~ m -IrOW-vtJ~o~~ o ~va~~?or-m~0 ~~oo~gawc~i' ~ CD ' ~ ~ ~ ~ ~ ~ ,~. ° ~ cQ ro ~ ~ ~ ~. ~,o. ~m ~C v ~ n -,' P'1 € R ~ ~°-nm ~o r,~ ~o~~~ ~ ~ ~ ~~ 0 I E __ cE 'I <~ ACKNOWLEDGEMENTS ~. ~~ Q~~~~~~~~o ~ ~ t~D ~ ~~(ll~~ O ~~tv O ~ x ° O ~ ~ ~ N t B ~ ~ ~ ~ ~ ~ ~ ~ ~ G. ~ t9. ~ C? ~ O to S]} ~ ~7 ~ ~ f"9~ ~ ~ ~ ~ ~ ~ G G ~ ~ m cn_ o D ~ ~ ~cQ ~~~~~~~~- ~~ ~` ~ ~ cn o ~~ 7[7 3 ~- ~. ~. ~ ~ ~ ~ n ~~nr~~U~ m o °o ~.~ o ~ o ~ ~ - . ~ ... m ~' o~~,~ ~' ~ ~ ~ ..« tJ) o o ~ ° rn m a a ~ ~. ~ ~" ~' _ ~ o ~. o ~' o o ~ ~ 0 ~ W D 07 Z p. m y ... y 3 (D O n F G1 Q N D m m m w o~ 0 0 ~ to ] ~ ~ ~ .,- } ^z ~ S" - tD p ~ ~ ~ : a~ a t ~ . °*'~ °~ ~ ~ i ~ % Ct~ G L. ~ , "° ~ ~.. ~ ~ ~ ~ ~ ~ ~ C - ~ "~~'° ~y its } i C` w Ua ~ -r~ ~? t _ E €'J is~J "a ~` C~3'3 $~ f'l t"'~ "t7 q ~ ~ . tD .. -~a '~ ` .,~, ^«d ~„ e <. TABLE OF CONTENTS ~.:. ~: " - ~ ~ a ' ~ - ° ~ ~~ Gp? ro ~„ ~. ~' ~» ~- °"..~ °"3 ~ _ Cts 11 y, I a Y rt (': ,a c~ m ~> ,~ ~ (}3 ~ '~i w I : ~c~ R ~; { E fi ~, r ~; ~a' ~.. _. 0 0 a a o_ 0 a 0 N O N D N A~ F++ W N+ ~. N+ W }+M 1~' ° _ s ~ r ~ y.~. ' tt ~ ~ y ~ yy y~ f ~ ~ . . ~ ~i ~ . . .3 . . ~ ~ { Tt ~~ E y „ ~ pro ~' ID {J , ry ~ IDW .. ~ ~ • . ~ ~ ~ M^ Su pp @@ ~z ~g p Wd p p-q~p ^~ri y~g 6A3 ~ ~' yg ~ "'~ ~ ~ ~ ry~ aN ~ ~+ ~ ~ ~ ~ u ~ ~ t:d C3 `G ~° ~? _ ~ ~ ~ "°' ~ ~` „ ~ ... L" ~ ~3 J ~ ~. ~ -s ~ Ua ~ ~. Cd C3 'i ;f3 ~ f' ~ ~ U3 ~ ~ r^ --a ~ ~_ ,...n, .~.. .,~,~ .. Cad Cn~ G3 C:3 u, mi 3 _ ' i TD E 3 3 E aL+ LY ~1+ f @ ' .~ .„,i E 3 3 d• I ~~ -~ r~ '°'S R' .. . _ ._.. s ..- v5~ ~ ~ Q ~~ ~ ~ ~`• ~ ~ ~ ~ `~ ~ ~ ~ S3a '" ~' ~ ~ CCU ~ ~ (3 ~ ¢3 ~ {~ ` o CC3 fCi cT~ t~A C:! -Ca V 1/ ~~ '+.i ~ W+ V »...d IM pp~-q~ ~ ~ ~q '°~] 3^'~° ~//~q W ~q ¢ `~ ^° ~~qq~~ W ry d++ ~~ ~ py ,:.gj ~ry oV ~^ bN a ~ A~1 . Z~39 ~ ~ -c-, CCI „~„~ ~ C"S ~%' ~°°` ~. 4 ~ ~ ~ ~ €~3 SS) {/S `~ S1N~1N0~ ~0 3~9b'1 `: TABLE OF CONTENTS -~ _ ~. . - ~ ~ ~ ;~ ~ , ~ :~ .. ~ perry ....... ry ~ »' Y ~~.p ~-4 ~ *{ ~ ~} I pp ` Y ~ .b^" ? it py v ~w ` ~~ P^ ~' °~ g i~ ~ 'Y r 8 ~ ~ `mow 3 ~ m ~~ Y A~ '"Y W ~ ~ ' °T"t ~. *g~ ~ ~ ~ " ~ Y1 :!i ;.. •®`' ~ _ S I\7 ~ ~ ~, ~ ~ ~. su a X~ S1N~1N0~ ~0 ~~9d1 s D ~~ ~~ f ~ - a~ , ~,~ ~-a ~^ rM'°~»~ ~ ~ . w - ~' ~.~ _ -~ ... ~ ~ ~ ~~ :. _.... r' _, s ~. r `, - . / ~ : . ., ~~r~: ,s~ 3 ~~~ ~_ s .w ~ r '~ .:fin ?" c _~ ~, ~ ~: ' I 1 ,~ ';~ s .~ F IM ,~ ~ ~ 1~' .~ i '~~ ~L 3» { ' s . ~/J' 4111 + ~ _ ~ ~~;y f, I 1K' < !. 1. Y~ I ~ k ~ i"' ~'~ Sri' ~~ ~ '~ ~~ 4 n~ ~. it ~ ~' 1 y. ~~ r . sia •" Z . ».y»~f« ,'~i ~#°, w ~` t ~~ y ~ ~' - _; . T- . ~_ t, ~: `, "'~~ ; v v P1 LU N Q. (~ LV n (D v ~~ ~o _ ~~- o 0 ~ T y co c.' Z H N p' ~ , N ~ N ih } ~D wj ~ ~ ~ ~ ~s. 1y~ L I 1,' .L L.... ~ O tD O ~. ~ t7. ~ ~ S Sv ~ S. -e; ~ a ~ ~ ~ D Ry py ~ ~ _: ~ cD CA tD ~ ~ c~ ~ ~ N . ~ t D -.. 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" ~ . x ~-xw ~ ~ ~ -. va t~ en c~ ~a ~ ~' ~ ~ ~ ~ ~ ~ ~„ ~ °~ pN c~~,~~v ~i~n~~1"p~ ~ in~am ~ ~ o w ~ ~~ ~ ~ m ~'~ ~ ~ ~ ~ Aa ~'~ _ • 3 ~ Qc ~ ~ Q ~ ~ a ~ ~ fl u"- ~ ~ ~c~ a ~ ~ to ~ -~ [L ,_.. m ~~a~ ~~mc~m~~^.,~'~'~a~m ~ T1 a ~'~ U7~ m ~ ~ ca a to n ~ .D ~ c cp v ~'-w ~~ ~ m a~ ~ o m ~ ~`~ ' a c . n..~ s o c~ ~ va EXECUTIVE SUMMARY szn~~~ av~~=~y sU~-(~<'?tn=~~~~•-~ sa.r~sysZan-per ~~s~"~o ~c~a°'~~ o-o°cco~o~~•Cm c~~:~.~~~aa o q ~ taa ~ icon ~ ~ ~°~ Q~~ ~ ~~ m ~O~-~ ~ sv~ -„~ ~ ~ ~ sn us ~ u' -w; ~ tl ~ cn ~ m p ~ ~ ~ ~ ,... s~ ~ cn A~ ~ =~- Q s'i ,~ cn ~' n~ ~ -o ~,. sz m ~ m ~- -~ cr an o.sz~s~ ~~, o~,~ 'USU~~•oC~o~ cn-~ <~~OOSu ~ Q.o ~ ~ ~ ~.o ~ ~ Ica ~ r~~ ~ ~.o n,~~~~• a--o ~-N ~'-o -t ~~ o~.-ti °oc~~o~-o m~m`~~`.~,~s~~,~'~, ~o~~~-moo ~•~ ~voi ~ ~ ~co.`c~i> ~ ~ ~ ¢-',~cQ ~ ~Q~ ~ ~ a~i~• w ~'.z~f9s O ~ ~ ~ ~ _~.o ~ ~ ~~ _~~ = sv o sz~- ~sz3 5-~ ~ ~ o ~ g o -- - an ~_ m ~ ~ mmm ~ n. sa..r~mw~c~cs~mm~ ~'~'~~~~ ~ ~ -iu;-~ ~ ~~ o ~ ~-: C-y~ -~ ~ a-a -pC '~ oco cs ~ ~•a--~ z3~ ro~~~an oc~iac~„on.,.o~'_~•~~m cQ~s~tum ~z3cCDn~~~sem Q~~. ~'°~~ ~~~ ~ m ~ .~°~..o ~•~ m ~, -ice" ~ o "' ~ ~= an ~c~ -o o ~-a:ss "i°~ ~ ~ i].. ~ O ~ a4 ~ ~ O ~ to ~ ~ ~ ~- ~• '-. ~ -~, ~ t3 ~ N ~ ~ ~ a. 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CD ~ ~ TS ~ tD o VISION ~~~~-~ o~ • • • ~ ~ ~ ~ ~ Cp ~" ° C Z3 ~ ~ C7 ~ ~ ~~=~~~~o~;o ~~~~ {7-D~~~~n~~~~ oo~su o ~ ~ s~ ~ ~ ~ro ~.~a m ~ ~'~ ~ ~ ~ ,.,,, ~ cn - ~-. p gj ~,. en us ~ ~~ ~~ ~ ~~ ~ ~ Ca ~ ~~ iu ~ ~' tea: `~•~~;.~ ~ ~~'~„~ . -~ a a~ o m `c ~~Q a~~~ ~, ~~7 ~ o ~~'~ t Q ~cn c~ ~ 3 N N d a~ n N m y N N fD A O O (Q n N d N m m s 3 m 0 F • i • • • • • • • • • • ~ o w ~z3 ~~ C7~ r-z~3yt~< zzu -oo~~ca~y~ ~ cn N O O Vy ~ c~ r.,. ~ ~ i3? - - ~ ~ c ~ ~ma~-a~~~ m~-_vs~Q cn~ ~w ~w ~~. ~.~~ t~D~*~~(DnN ~-cn v~~ -:cam ~~~.~u'rnQ-cnA~ a'm Qa. ~c _ ~ _ ~~ ~ ~•r« ~' ~m ~ ~ ~ ~~cn'•_ m ~ ~ cn ~-° ~ ~ ~ ~ ~ ~ ~ ~ o c~' cD to _ rn rz ~ a7 cs iv ~ ~ cz c~ • ~7 ~ ~ cn ~, ~ -T O ~-':. CD C ~ C O ~ ~ Cn ~ ~ ~ O' N ~~'~'om,<~w mm~m oc~~~~cQU~i oN" t: n N ~ ~ ~ BCD ~ ~ O pj ~ `~G ~ ~ ~, CD ~ ~• Al cD 5 ~ ~ ~ ~ ~_ ~ O (gyp Q C1 CD Q O Iu ~ {D ~ CD ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q ~. ~ ^~•s °°9 tp C? ~ tJa ~ ~. O -* 3 ~ :-s U~3 ~ ~ s~ ~ ~ ~ ~ n ~ ~ ,-« CS ~' ~ ~ ~ O Ups O ~° ~ ~ ~ ~ ~ ~ ~ O {~ ~ Q~ ~. ? fS Gl '- _ n :-~ n o ~ C ' ~ ~ ~ r- ^~ o c ~ -. `C ~ . ~ ~~ .. ~ J ',` ~ (J ~~ m a --; a: ~ U ~" Q C 7. J~ t2 y .- n i Q b ~ ' ` m . _ =, ~ N ~ .- _ Q C3' ~ - ~U ~ :D r~ _, _. ~ -, ~n c ~~~~~~;~~.o ~,. ~ ~ o ~" • . • • • • • ~ ~ . o ~ c u m ~ ~ ~«~ N ~ ~. ~ ~ m-anw~ cn a ~ ~ s -sz°~:~g ~' ~ ~ ~ c~c~yww~zo~•~.=«m v~ ao ~' m m c ~ ~ ~ ~ m ~ ~ ~ wcnvs wcQ ~ ° ~ ~ , w co ~-o 0 o m ~ w ho m ~ . ~ a o ~ o ~~ ~ ~ ~ ~ ~' CD ~ ~ w ~ °-~ ~ ~ ~ o-~-o ~~ ~~ ~a.~o~~o w~~o- ~cnsv•~w~w~~wr~ on oo~c~caw=cn o o e ° • W n• ~ ~ ocv~ ~. w ~- ~' cp ~cnw ~ p ~ N aA ~- ~ ~ CAD ~ CT cn ~ -o cn~w s. cncsQ-~ ~ cD ~ <• ~ ~ ~ ~ x w~ ~ w~ ~ ,~ .~ , ~, ~ . ~v , ~~cD w-°• cD`~'~~ n~ now ~;~ a.L~~ ~c .-~ ~ cD ~ ww~~.cn~~~ t7 `G ~. ~ ~ ~ C4 ~ ~ ~ to ~ ~ Cp • ~ ~ ~ ~ ~ '~ ~ N ~ ~ ~ w o ~ ~ ~ ~ S2 n ~ a ~ O ~ SU a~ con o' ~ n cn N ~ t° N w r n ~ ~ ~ c ~ o ro ~ .~ m O '+ = t3 ~ ;-1. O C .+ ~ ~.'~ w ~ c6r ¢~j '•" CJ (~D A? (D O ~ ~ ~ (fin ~ ~ i"" ~i wi ~ 5 =T CAD CD N ~ ~i LL (wn ~D 'C ~ ygj N ~i ~ N "i` ~ fD ~ ~ tID o C9 ~' Cp cn .tn-e• ~ O w (7 ~ G ~ C') ~ ~ A? (/} {/) ~ CD ~ ~? ~ fn ~' -fie. owroc~czw ~cn Q ~ ~ V3 US ~ ~' C7 C w ~ ~ O = ~ tD cD ~ ~ C, ~ C1 ~ py~~'cD ~ O ~ ~ 3 = cep ~ ~ w -"e tQ C w O ~ ~ 3 ~ fD N o ~' 3 C _ w ~ ~• ~ ~ w o w ~ ~ N ~ ~ ~ ~ ~ w e e ~ ~ 7 N c p w C p D o .-w ~ ~ w N 7 ~ ~ ~ Q_ ~- ~- CD in S '"~ ~ C CD O ~ -9 c -c w ~` ~ cn o ~ .. ~ ~ ~ ~ ~ ~'~ ~•~ fD ~ a D~ ~ ~ C CD ~ ~ tp ~- ~ to -~ f.: ~'I d w cn - {p ~ ~ p ~ Us ~ ~ ~ O ~ ~' v m ~ A ~ a a w~ ~ ~ C D w . ~.t~DCn~~m~ °~ NOISIn N VISION use rn~~iv~-I~gv~y~~Np~ ~sno~m~~~~~~mocQ_ ~'c~no`~u~ ~o cm-sops jo,.,.ai' =sinus o~v'~~sv~ocnm'~~~~ ~ ~'~~~° ~scQ o~~ ~osz~su ~ro ~a.~~Q~°--~o~ ovs •~ -~-~mcvsu ~ ~° ~ ,.... o- ~ o- ¢s ~ ~ ~ -• c~ o cs m ,-* ,-• o ~ cn us < cD m ~~ ~°~'~~Dmso~~~o ~~~~~~m~c~~n~~~ ~ ~~~cnsu O su ~ cu ~ ~ ~ ~~ ~ O ~ tD o ~~ Ash ~ O ~.v, m ~~ c r~ ~ m ~m ~ ,_~,._~~o ~o ~~ ~ Ica < ~ ~~ ~ ~ o ~ ~~ ~;. ~ o ~ ~.~ ~ ~7~~,. ~ ~a~ m oo m ~ m a~ ~ m ~o ~ ~" ~ Q c ~ ~ ,~ ~ ~ ~ ~ „AS m ~ N ~ ~ N c ~, vOi O ~ ~ O c 3 su tD cb ~ ~ ~ o. ~ ~o ~s ~' m W~ c ~'m ~ o ~ cn g~ cn .us ~'~~ ~ ~~ m sll ~ ~•< otu~o~~3narsc~o c-n~~s. n ~~o~w°°-.. o'c~~cno~ am m~'cn~?usus~m?s~~ ci.~~'~~si~'mmctz~cn° wcQ~~m ~~~~ m e ° o a ~ ~o ~= w ~~~~o o ~ ~O-im m -I ~~,~~s ®~ cn ~ ~' ~' ~~ cum ~ ~ m ~' ~m ~ ~'~-*m c ~ ~ ~ tD.o m ~o m o ~ `~ ro ~ ~' Hsu o~.tar`~.~•"'ro~cn~'`~~ u,~~"~~~ Aso ~~ ~c~'i-~c°s~~u'sis ~ n~ ~ nn.~~ ~-Q.o ~ ~ sb m ~ t?.~ca o' -~ ~~ a m o ai ~-~ m ~~ u: . ~c°n~~oOUSUS~.~~us~us c;,~mo. `< cQCOn ~~.~« <o~~.c~.~-K, ~ ~~ su ~~ us o°~ Hsu ~'-° ~ :~.C7us ~ ~ o ~ C7o m ~ as'~~'~~ o cn o _~~ o ~ ~ O ®~"~ ~.~ ~ {~¢;,N=tOis O ~ u) ~N ~ Q~ ~~ p-~u) ~ C ~ ~ ~ ~ K Z'F. t0D ~' O ~ cp ~ N C = ~ . ~' C ~ O ]p ~ O C ~i N W "" ~ ~ ~ {n~ ~O tnD ~O Q-O ~ o ~~ O,..ta-C?O ~ sZ ¢~ ~~ ~.O ~ ~ As ~ O CnN ~ ~ (~ ~ t~ .fir ~ .~_+, ¢~ O '-" ~ U} t7 ~ ~ ~ ¢? ~ c F ~. ~ ~a ¢s ~ ~ ~ T ~ ~ N ~ O- ~ ~~-a'ys~ s~ u, ~ ~s ~ °"°~-a •~, ~~ ~ tea' ~ o~ r~.° a Osz~, o o ~ us N ~ ~ ~ ~.~ ~ ~,~ ~ m ,-° ~o ""'°-p~ ~ cQ ~ ~ ?7Z-I o ~ ~ ~ 2°c'a_~ rms ~~ ~ ~~ vs ~'°-`~ <~~ ~. ~ o ~~ c o D~ ~1C7~..o~. ono ~~_~ ~_`~. T ~ - sp ~ N. VO,-»3 °I (D C ~ ~ ~ ~ ~ Q tn• p ~Ti ~ iu ~ ~ ~ r` ~ ~ ~ "„ O i~? ~ ®~ ai ~ ~' (Q W Cp -+ `C ~ n ~ ~ ~ ~. ~ O tj O, ~ ~ O SZ1 ~ Q ~ ~ Su O ups 4p St} u) _ , _ i 'C O i ~ 7 ~ `C i fn ~ a ~ A3 N Q ~ ~ rt e ~ ^ ~ 'C7 -1 ~ o -- ~• -I c® sus -p cs n c us su ~ ;~ ~ m n ~ ~ ~ ~ --t cp ss7 -r7 'T3 CD,=«A~~'~~ 3'G ~ cOUS~3~CD ~o~ ~C~us O- S1t `< ~ cD (D cD cD O ~ tp cU O- O °+ ~ cU "" ~ ps O ¢« -. O -` ~. ~ o u5 ~ ~ ~ _• ~ Cp ~ ~' ~ ~ L 1~ ~ ¢5 ~ ,~-~. p ~ ~ ~ ~ ~ ~- ~ y ~ ~ ~ tD ~ N n p CAD ~ ~" O~~,w ~ 'tJ~• va~p1 cDD" Om_o O~ vsps ocszto~~ ~ f1 ~ ~' ua o ~ ~ _ ~ p tD ~ ~ ~ ~ = ~ Q° (~• ~ ~ 7 ~ ~ ~ N cD , ~ 4v N Q. Sv ~?s.oo~~s~'~ c~sus~0.0 ~,_„ ~- zs¢s~ su~cnsu~ ~.u~sm~.~ cs us m ~ ~ c ~ us ~ -,: ~ ~ -t n.~ ~"a°ro coi ~ ~ cu'n c ~ ~ ~ o m ~~ rid, ° c ~ sz~ ~'~" ~ o c ~ us tD -~ ~ -~ ~ s su -~ ~e`-g co ~ w O~ov:~ sub ~c~ti.~' ~ -m~m_zs~~ ~ ~~ ~~~o -~•c rn Q ro m ~ ~:~ r~ o ~ o `~ ~~m ~ u~i ~ oK ~~-a ~ o ~ o ~ su ~~~ca ~°czs~~~ °u~ o'°'~ su~~o ~,,.,,sus~ ~ -ao X ~'~ ~.~ c~'o ~ s~ ~:~, x ~~~'-4 m ~'~`o'`~ o- ~ a°, ~ o ~ w ~ su o -~ ~ cn 'C3 ' ~ ,w < ~e us cD -~ e m p-`@s o ro c o su ~ ~.~ ~~ ° o cv ~ °.~ ~ ~• su ~c~ ~ ~:, o ~ ' su ~ O r -s U) CQ ~ U1 -T Al ~ i o T Q. u1 ~ ~ m :°, m 0 ~-1 D 0 0 W '~ N N bt z ~~ -~ _. ~ ,x 1 1 r.' k.~ ~.. _. ,Ri ~ ~ . .~ _ yi a ~ ;,~ ~., ~ , a~ ~ e ~~ ;f a~ ., .. Fr ,~ ~ j N ~ ~ ~ ~ s ~ '~ 1 ~' ;I~ ,. . L r,~r. ! ~ ,~ 1 ~ ' j / ~:: ;V a s - - ' 1 ~ J~ ~ ,,, ! ~f' , t 1 ~ ~••~ ~ ~ ~ 1 ' ~ .~ ~ -~ ~ c '~ ~ , ~' ~' ~ ~~ ~ ~j` ~~ 1 r'~ ~~ ;_ M J ??? _ _ ~. rl <_ ~2.< [ I ~ ~ ~ a =:$~ a~ a`F, an Y a _ _ n o a~ « ' M 'w_ °a n ate, .~ 6 '° 30 - A' = a "' ° a$a~~a'°~ ~p a -~ _Y $ o Q~°:.~« i'o ~2So°^ Q ~ ~ °* ° ~ ~ 3 ro ~ :m"R"""'x°°-R' •• n ~ ~ Y3FC'° a# mo„aa3c .°`i~ ~ 3 _ G K San} $ Q R 6 'i i°°@-"'`°m0°~ u a 6 n~C pm D1 !! o 3a°°°~~ C 'y' ~ - ~~ d3 zn'.~° ~ C ~ a33wvoRn ~ t) ~ ¢fam.°e:^-~ o':. m'3s'n~~ A d~ u'a <M1 aa'or»v n a ~~eg'o°°''. e° a o3 "e ~'n C _ C O ;°a°°o a a v '~"_s~R '" ~ _ °?xII~3> x °- A &£_n z.~°~=9° ~ o O o3mn3o w `^ +Ya _RS<~n Y m _»°T°nk-~ a ° °na e- >3n.c ~ ~ ~ -oho - -- ~~ a X3°0 - ~ _ - -- _ ~SR'o VISION ~m~~m~''~~os~'~'cm~~ ~sy~?I ~-~~az~p t~-ocncn~-~.s~z ~ ~`~c~t'~o ~~ ~ o ~o cn ~ us m ~ ~ ~ o ~ ~ o ~ ~.~ m o m ~ .o~-can o ~~ ~"~ ~Q g ~, ~~•® n. m -gym = ~ s~ o ~.° ~ . ~ iss ro ~ ~- SV ~ ~ ~. ~ ~' Q- ~ ~ vii ° < ,:.,: tD ~. ~ ~ ~~ ~ ~ c~G ~~ ~~ ~ ~ ~ ~~.~ ~ m~~ -p cD ~ ~ ° ~n.crpn -moo n-cs o ~ o" ,~~` -„~~, ~ m ~~ Q~ -tea ~ c~ ~_~.~~ ~•o c~a~cuca~~.o,,c~.~~ -ate- oacn rn~'Q~~ ~'cross'.~fs. ~~-~mm~nm ~.~:~~ ~ .~ cmomm ~wo~~m ~ ~ C~ ~ .--« ~ ,-a ~ UD fD o Q.. e i n Q ~ ~ {n Q Q o ~ ~ .•-t ~ s O CD ~ C9 ~ CD n ~ CD Al (D ~ ~ ~ ~ ~ o ~ o O'er ~ ~ C ~ C ~. ~ ~ O ~ ~ ~ tD O ~ O ~ ~ ~ ~ O ~ ~ ~ ~ tf3 ~-* CJ ~ '°'° = E/a ~ ~ CD ~ "* ~ `-r! (D ~ fn ~ ~ 7 .-+ ¢) ro Q. tD -+ ~ {p ~ O .-« A? A7 m s~tc-rs~c ~ ~,m~~~caow~~?~'. ~..~ ~~ m~_-vas'? ?rn~ ¢'.o~_0~0~ ~-~n_-v'a~~~o~n °om'~"~N~~_~~- o~ -p~t~ ~ ~ ~ ~~ ~ mom' ~ ~~ m o ~ ~~ ~ w o ~ ~ ~ Q~ a' ~ m ~ mQ ~ ~~-~~ ~~0 3~~m~ ~~ ~~'. Qw~ ~m~eno.~ acs icv;.ty ~~Q~o~~.'.o ocn~~•m ~3 sum ~~~. cna~'m`cv~ uscD ~c~ o~~'.°~~ •~~ -"• •mm ~o use sus,,,_,. ~a'~*c~m ~ ~,~ m~~vam~-* o`a. ~ ~~ ~,~ ~'~~ sv~voscon~u~ ~,~ -+tu ~-~cn-,m~~,'t°n' m~~v, vs'v~i ~~ sv~~ ~°vo,ron".~~'. c~sv ~,< ®=~; o m ~ ~ m ~ ~ ~ ~ m o.. ~ ~~ sss Su -~ ,-. ~ ~. ~,. ~. 0 m ro ... • a 0 0 a 0 0 0 0 H O a 0 a 0 m c NOISIn s a ~ _ .~ ..„~; . '; 4 3 ~~ r . 1 s ~~. ~ ~~ t . 1.-i i ~, ~ i ~~ ~~~ jlll 1 '~ ~_ ,~ z F I ~ ~ l ~' ~ ~ i ~ _.. '. k ~~ =' . i ~ ' ~ F3 ~~ ~ ~.x t r ~'~ .w :~ w Kw ~~' ~ ~ .w t N O7 7 N fl1 V1 m v O 7 y. -~ O ~ 7 ~ N G1 Cf, 7 'O G7 N ~ N N y. F 7 N N N a o. w ~ ~ ~ 3 ~ 3 (Q ~ N .• N O W ~ O n 7 ~ y O n O 3 3 N CD CD ~ V ~ ® J~ ~ {~ ~ t4 .+~ ~ ~' ~ ~ ~ ,Y ~ ~l O ~ ~ ~ O CD O O ~ Q., A> ~ ~ ~ ~ ~ ~ ~ p -p t~D ~ ~ ~ ~ ~ ~ ~' ~ ~ Q. ~ ~ < ~ p s .~ti. ~ ~ to O CD C) ~, N ~ "C7 o 'CS CD ~- ~ A ' ~ ~ ~ ~ ~ Q N D ~ ~-~ ~CQ O C !y o t D ~ ~n~~~'-"oDo ~NCp ~-*~ ~~ -ate. . ~ ~ ~~ ~ `~ h ~ ~ ~ N ~ O O ~ ~ ~:. ~ (~D CD ~ c c~ cs.~ ~ c ~ ~ 3 ~ ~ -t7 in cD ~C ~ ~ C vy' ~ .-. ~ G (D ~ SU ~ T. CD us ct7 ~-~: cD us ctz rn a ~ rn ~ ~ ~ m ~ g ~ :o cn ~ ^« N ~ o rt ~o a<~.o °o~oo~~~~ ~~°O = ~ o BCD ~ `~ ~. cD A~ ~; p~ ~ tD c cA ~ N m ~~ ~ ~ro~ o ~~~'m ~caaw4"~ic~ oat ~'3 6_, ~ ~ ' '~cn c~ ~~ ~ Q- ~ a i ~~~' ~ ~ 3 ~~~ ~.~,~ ~ m .-« ~ CD ~ cD ~• ,,,,, ~ o ~ -~ ~• ~ ~ ~ Q ~~ v, o~ ~ ' o ~ ~ ~ vmi ~ ~ C o ~ o ~ ~~. ~~ ~o ~ ~o saw ~~ ~~.~~ ~-«-~~._.. ~ - 3 ~ o ~~ cB~co~~~. o -os ~,~~~,~- ~ oro® -*~sv ~•CA~~ ~g„~ ~~.~. ~°~~ Cl ~ ~C ~=~ Q-~ {gyp Q ~ n ~ ~ ~ y, O o == ~ ~ n can ~ , ~ ~~ ~ m ~' C° ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~~ ~ - ~'~ ~ _ ~ o ~ ~ ~~ ~' ~ ~ ~~ ~ _ _ ~ o ~:o o ro w m ~, t. mzs ~~~°~ .~ o ~~'~;_~~~coco~ n~~~ ~'~vi~us~~ a e~ro ~'~Z ' ~ ~' ~ ~ ~ S ~om . ~ cnocn cnin~ V '=.' ~.~ '~a ~.: ~~ i ~~ «'~ w~ '~+' ~r~~~i n ~~ .c. ~~ ~ A ~~ i~ t ~~ . « r..~ . ~ p~px si f r ~, ,~ ~~ ~~ ~.. ~} {g{{ ~ k" I is v, Y V } ~~ ~~ ~~~~ x~ .. T~~ S 3~T ~'s' •~i~i' ~ ry ~~a ~ ii '~ r s» ~~. .. ?~ ~~_ .~ ~~. ~~ ,„: ;~ ~,~ =~{ ~~ ~,~~ ~~ ~~~ _~ ~.. ;'t K;~;' . wmsv~~•~~'~~~p-Ip ~ x ~ ~.~Q~cn~~ p'~~em~p ~ a(D ~~C~ ~CD{,O"~ p i3 O ~ ~ ~ .r. ~ c}" f/3 ~ aN 3 ~ ~' m ~ ~o m ~~ to ~p O' ~ ~ ~ N 'S ~ O ~ ¢~j n Adi O' ~ 3 ^~" ~ rnc~m~,~~.m~ca~~ o~~~m~~w~ri; ~ c~ n O ~Q~~~~'~~~ao ~, ~, ~n~ ~~ N ~ 3 ~'~~~na.~c~~Q to ~ to ~ ~' ~ m fig} O O d Q G !~ {fy G =`. ~ py ~ ~ C} ~ ~ ¢1 ~ ~- ~ O ~ A3 ¢1 ~; (A -~, ~y S~cD n~ -~-.~0 cn`~ A~ ~ c , O ,:~ O ~ O ~ .- ~ ~ , ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~=. ~~ ~ ~ f7 s ~ N O O D ~; ~ ~ n t °e tD~ ~ i?' ~ ~ ~ O ~ ~ (D O ~ ~~ s O ~ ~ ~ ~ ~ ~ ~ ~. ~ Q ~ Q ~ ~ T C ~ ~ C O ~ ~ . ~ ~.a ., ~ . „. N ~ ~ m -~ ~ O a;~, ~ T ~ ~ ~ ~ ~ ~ ^S t2. ~ O O ~ ~ vs, Cp 11y O 4/) d (R -d (D ~ . ~ ~ ~ O - C ~~ ~ am ~ ~ N •-« to ~ ~-,: {~ _~ ~ ~' ~• -. ~ O C) ~ ~ C ? w-.c~ O n--d~,m-a~Q`~od -~ ' . ~ ~ p .-« O O ~ Cp , ~ .°vt~r~v~' o o~ vi o c ~ owe, ,~~'.~ ~ ~.«~ ~ c~~ ~ ~.~ Q-~ ~ SU iU tD -s ~ O Cn __ tD tD ~ O ,-.:`~ C O ~ ~~ ~_ ~ O ~ ~ ~ ~ ~ ~ S11 CD (D ~ ~ S11 Q- (Q ~~,,] ~ N "L °~ ~• ~ O" ~." O N = • Vi N ~ Sv ="~ { ~ .=: ~ r v,~romtyaCJ'osua _ ~ ~_~~ }v n W ~ cp r+ -~ ,-« ° o~ ~ ~ m ~~cQ ~~° d~doo~ ~' a:tv ~ ~ ° ~ ~. ~ ~ °~ ~ ~ m o ~. ~. ~ ._.. ~~~~cc~a0~- ~w~o~~Cs~m~ O ~° d Cp C ~? Q N {O ~ ~ ~' ~ ~ _. O t.. ~ O ~ Sv ZOO'<¢3 ~ W ~ d ~ O A~ ~? C ~ ~ ~ N ~ t~D CA W ~ .~s-w, C4 ~ ~ ~~ ~ ~ N X 0 0 0 'd O °'~ ~~ O C ~{j}~ ~~ Pla~~ .~ ~ O O ~ ~ ~ Sv ~' ~ ~. ~ ~i ~_ e~4 ~ ~ m _ _~ ~ d d ~ ~ .-t ~ ~ ~ ~ ~ ~ p O O Q 0 ~. ~ d ~ O ~ O ~' O O ~ ~ ~~ .~.m 3 Owe o CONTEXT ~~~ ~~o~ ~~ ~ ~-~ ~ ~,~ cts ~ °~ c?. ~ m Vi' ~ vii ~ ? : sin ~. ~ ~~ ~ ~ ~ ~ ~~ rs.o ~ cn ~- ;s ~ ~' ~ rte ~ ~. ~ ~ x Q- ~.~ Q~°O O ~ s~ ~~~' ~ -~~~ .-= o ~ ~-~~ .off m m ~ r -a _, m ~ ..~,. ~ ...... ~ ~' - ~ ~- m ~~~~~s~~m~~o~~ -~cncv~_~ ~~cvi ~ ~ an-~ •~ ~ su~•• su ~o -~ ~.~as'o s~~ ~ ~ ~ ~ w ~ o R R m 0 v 0 n ~. ta O G3` N a~.a ~-~ s ~ ~ ~ Q~~ ~ ~ m o cn ~ ~,~ o~co.-tm°ma~?. n c~n~~ro~ g-~ ~ . -~ ~' o ~ °-~ ~~ ~ o ~ ° u s ~.sfl ~ ~ ~ a ~ ii~~ofD~ao~' ~- can ~ ~ ~cutu~.g~a ~ ~' - ~ ~ ~~n, ~ ~ ~~ N ~;~ Z o ~.z~ ~cQ t5.. . ° ~ ~ ~ c:~ scan Q= ~ ~ - =` cQ~ m m ~ ~ ~ ~ ~ n ~.~~ ~o c'a ~- O cn~c -p~~tQ~~ n~c ~ m vS~~ ~~c ~ ~c Q? u~~cosu~~ vs - . ~ ~~ '~~ cOn ~ ~ ~°* ~ sn su 2'~ ~ ~ 0 ~ ~ ~ `° m ~ ; m aw ~ ~ ~ ~ - ~ Q*~n..~~~ ~3 ~ m ~ m ~ m r o .-~. m ,.:.,: ~ .... ~.. . ~ .,. ~ ~ ~ ~ s~:~° w a m cn - n i-+ cn ~ rn ~ w w w w w w w w a .p .p ~ ~ sa ~ w w W w n .. ¢% W t SJ N i ~ to o 00 0 ~.E Oi J~ W ` N I--~ S.D 06 01 V7 W N O GO 01 1~ tN O ...~ cb i-a T/ CD W Q1 - N 0 l0 5 A w ~ ~ W oo fft v, ~ w N a N 'v h-9 w oo i.u ~ l 0 r, iv A €-~ US iv O .i O v ~P ~ O w I--~ .p ~ O 6'1 W I-f N CO ~' O l0 ~ O N y ~ , ,p W N N A to : ~ ~ ~' • ~ V V V ~ V 41 fll 61 03 dT w w w w w w A A ~• }`+ W W w w ~ al Vi A U3 V i- l O h 06 tT i A ~d.J E--~ C!? 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N ~ N ro ~ ~y - j Q .t17' f~ O~ ¢~ ~. q> {~ ~ ~ ro Al Oro ro n e-s . `G -~ s1 ro O 2` ~ O C2 ~- L3 ~ ~ Z3 ro ~ = ro ° ~ ~ O ~ ~ ro ~ p ~ to C ~ ~ ~ < ~ Cta ~ ro ~`G fop ° tPS~ ~ ~_, ro ~ ro ro ~ `_~ j ~ W ro O-p ~ N ~ ~~ a" O N CII ~ ~ C ~ ~ ~ C') ~ O x. .-„ ,-.min ro tom ro .p3 ~N3 ~ ° to ~o ~ ~ ~"'s?m ~ c..oatti3ro~~cnrocn ~ ~~c :, ... co ~. m N ~ ~ ~~ ~ N Q O O ~ o ~ o D ~ °Q m_ C7 ~ m <, N °- 3 ~ ~ a ~ m v m ~ ,rrz m v !' ~ ~. m w O N 7 ~ { O N a ^' a m o ~ .~ {' C ; 7 .l ro ~~ VJ ~ ro°~ O ro ro i ~ro O {~p~ W ro ~ Q-'Sp ~' ~ c . ~ C7 ~ ~ ~ 0 C ~ ~] ~ ~ ~ ~. ~ t+ ~ N ~~ ro ~ ro ~ ~ s A7 ~ '"' O to Q {h U« ~-~'tu ~ ro ~ ro ~ ~ ~ ~ ~n ~ro ro~~-~ ~-4~wAl ~ ~ ~ ~ ~ ~ ~ ~~ ~ A°i ro ~ ro fli ~ ~' ~•~o~~~~~~~~~~ r :r, . ~ ~ ro ro ~~'3 ~ ~ c ° ° m cn ~ °~ ~ ~• ~ o~~ ~~ ~ o° ~ ~ ~ro m ~ ~ n'~m ° ~ ~ 3~m• c n ~ -~ r.: w c' m °: cn c ~~ o yq~~~•D iV ro ro Y_L „ v~ ~ ~ a e~F rt D'G~~~ ro CE3 f;, ~ O ~ ~ ~ ~ ~ ~ 6Y& ~ ~ N ~ O ~, ¢7 S3} Oro~P(~D C ~p O ~. ~ ~ ~. `G ~p C? tp ~ ~ n ~ ~ ~ ~ Q ~~~_.~ n ro O _= cn ..,, dD~ ~ N ~' a cn ~a°-an c -* A~ o:~~ ~ ^'~ ~ (n ~ .~ ~ ~ '~ ~ .-F ~-v ~ p ro ~.~ Nv0 ~ ~ ~ ~ ~ ro ~ ro. n ~ N ~ vi'~~- A~ ~ ~. Sv N ° Q fl. Q o v.C ~,c~v ~'q ~_ ro ~~ ~ fAn-+ W~1SJlS S~12i`dd ~Hl THE PARKS SYSTEM p ~ ~ O ~ ~ ~ ® < ~ ~'~j N O tm_n ~ ~' COQ ~ ¢,~ ¢~ .~ ~ O j ~ ~ ~• ~ N m °• ° ~-~ ~ - _ cs ~:J -• ~' o' o ci a- -•C°• ~ -- _- ~ iz W ~ Su n. ~ ~ ~ -a~~c~n~~~~~° ~~'o~~,mm?'-~flco~o`~'ca~, Q°°a °.~~„~s~iy~-p,.~, ~ cn ~ -ti ac c ~ 3J tly -~ -., m w to -~ ~ ~ . ~o in ~•~ tom ° A? ,c-.° ,-`° a..--i~o <,~~ ,~~,~ ~ Dvy ° ~ ~{~~--~c~p ~ .. ~~~ A.y c nt~ O N ~ ~.m v'•~ ~ ~c~ ~~ m ~ ~_ Qp~ ~ cQ ~m,< N ~ ~ w m c~D ~ h ~,_..° ~ m tu'n ~ ~ -°~~~ O m ° ° < ° m ~~'ia ~~ N r-~W ~~ ~ ~Su ~ ~-~ ~ ~~ ~'`~~ ~ ~;,m ~ ~'~ cow m Q~° ~~~ m ~~ ~ m ~ Q- ~K ~' w ~ CD ~ ~ ~ X ~ h ~. ~ ~ ~ ~ CAD CD V ~ ~ t~D p m ~ ~' (Qp ~ Q '< h ° ~ ~ ~ 3 °"" ...+ ~ ~ ~-° ~~-~ °`` '500-® ~C n ~m ^~„O~~`~y..~-.~,g ~~ 1~,~ Ll.~ ~`~ O ~~ S2 _ ®~« ..z ~ h ~ {n CD ~~. CQ tp ~~-. ° ~ m ~ ~ US O to ..,. 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CJS fA °" ««' 'rEirt m <` ~.. ~ ~ r'"' s r~ ~ ~ 3 o t YM1~:: z~ ~~ Sa..CD jC.~T~,tD N ~ ~ S2~ m ~ Al O Q to tts ~ -t h ~ CIJ C ~~ n C ~ ~ ~ ° Sly {,v ~ ~ h CD ~ `~ ~ ° ~ ~ ~ ~'. ~ ~ cD m ~ ~. ~ to TI p Su ~ N N .,~ .~ .,I ~.,~,, ~ '-. ~. ~ cry ~ ~ o ~ m ~ -cs h -, -a ~ 3 ~ ~ 1ti -~ ~srm h ~~°~~ . ~, .-.. ~.. h' -~,,, ... .. , ~ vy '... ~,~ vy~ °$ ~. 3 0 e 'v v A N W O O H D a a 0 3 0 m -o c p~ 4.A A J W~1SJlS S~12idd ~Hl THE PARKS SYSTEM ~~ m x r~ Z ~' 'Lf ;o z 0 0 a s, w D m N O N O ~ ~ .~--•.' LU (tb ~ ~- O ~ cis ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ e ~ cQ {p t~s ,,.., to ~c o ~ ~ c ~ ~; ~ ~ v_s cc~ c~a ..,,, ~° °~ lb6 c~°s°~c° o~ ~~~cQ°cam~°~•o ~~ ~o~ "° m~ ~,Q,-+a app m ~~° -. ~ °~~ ~ m w -v, ~ ~~ ~ ° cn to s~ ~ zu ~ ~ ~c~'i ~ s~ Qn.m ~ ~-° °o o a m ~. ~ . ~• .rt t~~~~ -~ O~~cccD~=vs'~~ o cD CD cD ~ Q' tU to W CD ~ ~ -~^ ~ 't3 ~ ~ ~ T~Cu ~ ttZ ~~'tD ~ ~ .~-.T~~ CD {!) ~ CA 'Q 'EJ f? 'f'i ~} 7C' !D ~. Sv !U ° fp • • • s • • • • • s s `c • • • • ~ • Q. _ ~ ~ ~ ~ Q ~' # C!? ""° C7 1'T1 ~L7 D '°`~°+. °L7 7J tfli ~ Z1 ~ -U ~ G Cn --I W 't7 " ~ ~ (D T C73 ~ p X cD ~ Ci n tG tJ! ~ ~ ~` ~ ~ fl7 N ¢? ~ _ N C ~ n {D ~ ~' lD L ~ CS ~ ~ ~ ~ ~ ~ ¢ N ~ O ~ ~~' ~ m~m~~ cn~ ~c~ccn ~?c'~~c m ~ ... .~: _ o ~ a• sa. ~ cn sv as m rn ~ ~' ,~ ~~ ~' ~A] G1 ~. ~ ~ -ti CT? N vy s ~- .--. ~ ¢3 CL Sv ~ ,~i. ~ N "CJ N ~ ~ v+ ~ ~ ~ ~ ~ ~ V n ~ ~ ~-,. .-,. ~' r-~ • • • • • s • • • • • • • • s • • • ~ CAd°°° --~W~CS7O_ (/?(TlZl '~€ t""cn DTr ~'~ -iZCn-ice ~~ o m~ ~ qua • ,~ n m' .,. a ro ~ w ~ m~~~ ~' -~ - Q. c3 ~ zs° _.,, ~° to ~ N ~ ..... ~ n ~ N • ~ ~ ~; ~ n us ~ ° y ~ ~ o a m °- ~' ct~ ~ ~ en ~ ~ ~ ~ ~ ~ ~ c ro ~ `~ ~ ~ Ali O ~ C ~G i.U ~ ~ Z3 - 4- ~ CAD .t/~..tfl-. 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O ' ~ ~ ~ ~~ N - O O -. ~ e . p ~ ~ ~ O CD v ~ ~ ~.~ ~ . ~° ~ O m~7~'~tiz7~oOQy~~opp~'vy -r3-p~C~.g ~ ~ 11"I ~~~ OCQ n ~ ~' ~ ~ ~ ~ ~ O ~ h m ~~ N -,; N ~ ~~ ip tK3 ^'~-,, ~ O O tD O- -~ ~ ~ O ~ cp ~ ~ ~'.c2,~ n'O ~mcC'<'N ~ ~ j cOn ~.a t ~~'~Zs ~ m ~ o -~ ~~m u, -4 m ~ ~ ~ ~ ~ ~ N cD N -• cn m O'~cn - ~~ ~ ~. ~ •~m~cn~a--~°~'.n~~~~~. c cow'. C~ ~~-''m acs sy O Qm ~'~.~ ~ ~ ~ N O ~ .,,, ~ ~ O ~ ~ ~ , ~ t cn cn ~ ~ . cn ~, ~~~a-c~`~~~Q~'~~~'~~~cn ~~~ -'; CA ~ '`~ ~ ~ ~ ~ ~ Q • , O N O ~ C7 ~ S33 a=~ ~.0 ~ g'~~ 11N~c~D ~ ~' a ~ ~O ~~ ~ ' ~ O cD ~ -~~ cam rn ~ ~ ~~ ~ •- < po to ~ ~. ~ ~~~~'~~ ~n ~ cra . ~sn ~. o rn O m~~o . ~ ~ ~ ~ ~- N ~ ~ c~D ~ cOn ~ O v, aco ~ Q ~ u>~ .., o w ~ ~~ ~ ~ ~ °, c °-' N ~ N fD N •-• '6 7 O N ~ a ~p v ~ ~ m n ~ m ~ ~ m v w ~ av m ~ ~° d ~ a m 2 3 (p Q ~ O ~ O ~ ~ _ ~ ~ O ~ O ~ ~~, `.~ .~ rF +~ • w • 'v ~ c~ ~ -v °o n. to -~ ~ ~ o a cn n try s c~ accts ~ ~N-a ~mn~,~z3t~t o a • • ~ -o cis • • • • v~i~ ~. cn ~ aaai~ ~• ~ c~ ~ . C77} ~~ ~'; ()~~ 'vim °~® ~~ ~', ~ ®a ~ n.~ ~ ~ w ~ o th :a ~-~°-c sv .~ us ~ ~ ~ ~:~cucnro~cn ~ m~~.~o~ ~ cn ~~~ -tom ~a ^*.,, ~ ='M °~cn cad ~C o c o a~ ~ .~ a n'c".~ro Qca ~'~~m~m~ o~,~ waan.~'~ ~ .-« ~ a ur .... e, -, v+ ~ c~ tp cn ~~ 5 m-.o~, ,-. ~ c ~~~ cn~- Z7n cQ ~•~~' m ~ me ~,~~ m~.aa~~co ~ v,~ c~ ~ cn a'c~i ~ ~osv ~ ~ ~ ~~ ~~°c~= ~ ~ ~ ~ m`~ m~~®v~i _~ ~~~°O~ s a ~ ro w-ov~o ~ -iCntT1't7 = ~°ta ,~ DD -~ w ~~ ~ ~ OC7~< ~ r" cD ~ ~ ~ n N ~ ~ o ~ ~ ~ ~ ~'^ ~ C ~ CAD cD ~ ~~'cn.~a ~N ~ a'~ o'rs' m~.~-u'~-~ ~~~'' ~^~~ ~ n. cQ' « N o o ~ o- ~ o r' ~ ~ m a °'~--' o ~,~- ~c~nc~n av~in~N °Z7 ~ ~m Qmm ~Q°aa ~ -~ ~ °-tea. asx~ro~, ~ O A~ CCU ~ o O ,_,. ~ o N Via o • • • • • • s • ~~ s '~ t3 CJ -~ A} ..z C t!3 ~ iU O 1U_ `~_ ~ O ~ ~ cQ ~ ~ -~ ft} ~ L2, ~- C1' cis ;-: ~ ~ Q ~' '" ~ m ~~~cca~'.~v,-~sus,~.~-~cs~sv~Q mm~°..a o ~ 3 o~~`'cc~oa-~c~~~~c;~~u*-~-sue Q"c~ '~ ~ m n rn --~ va m cn ~ ~ --~. ~ cn o ~ ~ ~ ~ ~ n ~. ~. ro ~ C rn cs ~ ~, ~', n ~ °' ~ n t a vii ~~-~'pcs~°v~ijtT=,a ¢.' ncn ~, cD m -~ o a: r« o °a -a ~- • • ~ ~ a ~' S' ~ cam' -,; -., o ~,c su ~ ~' ° - ~~? m ~cc~ o a ~ c ~ ~ ~ cv cc~, n m a- QCQ m u, ~ pa cn Cy' a ~ooa- ~~ Q„ci ~'~~ ~'~~po'voicn ~ ~ ~ ~ osa ~ ro ~ ~ ~ (n~ c ¢s ~ ~. o f o ~ v, cz m ~ ca. -~ cn cc ~ o W W31S~lS S~I2i`dd 3H1 THE PARKS SYSTEM yn~~~-~~-~3z Qds~;~:d~,do~~ O ~ N ~ 'C3 41g ~ ~ ~ " ~ (4 d ~ CD ~ tD (" ""t to Ch fn ^~ ~ < -s g..... 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CD C~ . . ~ ci ~.~° m N .d off. ~ ~ m cp ~,cn ~ ~-_ ~3c? ~O ca.~ en' rssz~~CD ~ udi {~~~ .~ ~ ~ ~Q..~c~ ~tdD~`'~ °' ['.d 41'.m O ~ ~ ~ ~3 ate'-`~~ ~ O Cn. d- ~ ~ ~ e•~ d "'* ` Cep ~ ~ tp c ~ cp -. ,-,~ d C[J ~ G ffi . d- ~-+~ ..~ m ~- ,.,,. ~ N ~O..CII t2 ~ -. n W ~ Uy .-a d d . _ ~ . ~ ~ O d ~ . _. . ,~ fA ? d d ~ Cp ~ d- {p ~ X Cn ¢3 N i ~ ~ • ~ N ~ ~ ~ ~ $~ ~ ~ ~ N tt~ [D ~ f!t {D i LD a ~, ~ ~ v ~ te ~ ~ , a ~>-, '~ ~ ~ - r ~ _.~ y - ~ n `~ (p 0 _ _ ~ ~ ~ ~D ~ ~ - __ ~ F~ i': I ~ ~ -_ ~ ~ _ o ~ ~ ~ ~ V1 ~ m .Q fC ~ ~ ~ ~ ~ ~ ~ N D ~ ~~ C ~ N O o w • ~ rD ~ ~' O ~ .t ~ ~ C N C3 N D y 0 ~ rn m .~ ~ ~p 7r ~ I ~ 3 CD d C CD 4 V1 ~ o ~ ~ ~ ~'' ~ ~ o ~ ~~ o a-° D~ ~ o m ~ vii m ~~ ~t3 ~. ~,°< su~~ g-C~=<ro °s ~; 3~•~ p~+ NCO -°-,.~~-cn~ ~ ~ -_~ ~ -„ .~ ~ ~ ~ ONE ~~~7 tn~,~~~~~ ~ z7O ~ r,:Q~~ ~'~'°~ ~ ~ ~t w ~ ~~ ~ ro ° a o ~° ~•~ ~ ~ ~ ~ m ~m n ~ ° s° ° n Quo a,=,:m ~ m o d ?'.Q sn' m o ~'m ~ ~ s~ m o w s~~ ~~ o p3 g- O C} tS] A7 ~ CS' C} q O. ~ tD ~- C s N~ ~' D~ '~-« ro O S12 ° ~b ro ro ro ro .~ ro ro~~ ~ ro ~ PI) & ~ C Sy ~ ro~ O -~~~s°v C-QCroL '~~'c~~~~~ ~ C ~ fv ~ . ~. cn ~ O ro ro ~ ,.,. -~ ~ ~ ~ ro ~ ~Q.~ ~ ~ C ~ vCi ~ ~ p ~~o ~ iv ~n ro c ~ ~ ~ ~ ~ ~ ~ o '~lrofs ~~ O o su ro VDi ~romoroc~N ao ~ Q:~.C-.« 3~'a,cn •A~uroiro°-I° m=ir* ro ~ ~-1=.~o~cnQ-~XC~ ~. ;;cn v>svcn ~~rn~ao ~~~~•~ ro vsoCta.-,m°.~.-aa'~ ~.~, rn ~-*~' o<~ c~~°:o~o ~' n~' `°~~ aro~~ ~ °~ -tom ~cn°~ ~roro~ ~rox wr. 0 o.~~Zg~,p~~p~cQ ~gcn: sv~co°mc~.~ cQ~~:co~'° ~_ 3 ~ c °`< ro ~ ~•~ ~ ° ~~' ° ~a-o ro °m~ m rocQ macron ~' ~~ Q.~ ~ O~' Qm ~- su ~ ocQ ro ~ m ~ ~'~, a a~'-~ ro o c ro~roooC~~'-~~- Via- ~~<~roc°~Q-~n m° 3m° ~ ~ su ~ ~~ m ro ~~•~ n m m cn ~•o ~ ~ ~ ~ _"• D s~~ ro '~•. ~ C ro ro -z ro CC2 to -., CD cn to ~ ,..,. i vs Q. ~ ro ~ '-+, sv ro ~ <~ ~v, ~ ~` 3~ °< m~ c ~ c ~ ~ ro N o ~ f C9 ~ m ~ ~ ~ ~-C-~ ~ o n ~ cz~pt~ CJO ~ -a c .-: ~ ~, ro ro C cn° °2 ~~ro NV °°°o~c ~~c~-tc ~_~ ~ Imo ~o~~o =rroi~ro°ow roe, n. ~ ~~ ro n ~ rn ~ ~ cn ~ w aw cron a Oo-~ o~. ~ ~'.aa pZ~ ° ~, ~« C o~ ~`~ ~~~~~ °an~~~~ ~~ ro~ cnro~m° C~~'~t~°-* ro.cn ~~ ~.oro~~ ro~rnro~ ~c ~ro tea,-R,-«~ ~roroC3 sz s~. ro ~ ro o ~. cQ .- ~ Al ~ ~ ~• ~ C• {7 `G Cl? ~ (/) r C~ i1D ° tD {~ ~ _ ~ 3 ~ ro ~ ~' ~70n°~ ~ ~~ ro ro ^~ ~~a~~~~mc=nnscn" n~i m ~ ro ~ ~. ~ o.. ~' - "" N o' ro ~ ~~oW-z3~~mro~ o~~ ~c~'00~~,~ ~row~o~ ~~~ro~ ~~ om°~ro~„ ate. ~''•ro?~,~ cn~ ~ sv ~ c.~o roam°~,~,.ro ro-.su roro ~.-.roro ~O~nA'~7~~°~~ <ro ~ ~ ~ ~ ro . W~1SJlS S~12i`dd ~Hl THE PARKS SYSTEM m ct ro ~~•~~-- -la~~•t~<,mm;1~ o~.c~,ona~s~~~C'3cn'~~ros~u~~roo~-~ ~.cgu~~7~ oQCQm~.~~~ ~.~~~®~~m~o mm ro mo~m~- ro~c~acn[z7 ~asu~~~a~o~ ono~~~o~~~~cn~.~~~c~~ac~i~ro °D~~C' ~ ~ m ~p ~~ ~ ro c ~ ~ ~ m ^~cn ~ ~~~ ° ~ ~ n ~~ o ~ ~ o ~ N '~ ~ ~ ~ n• ~ ~ °- ~ vii -t ~ m ~: sv N ro ,~ ~ ~ ro m ~ ,-. x ~ ~ O ~ -'~ O ~ ~ ~ ....,~ ~'7CI ~ro ~ ~ ~~ ~ ~ su m o ro ---o m ~' o s-it~n ~ ~ o m Ali tj'umi o ~~~~~ c~~s~ ~ ro~~'~~s~~m~~~a•cronsu~~ epcDCa co -~ ~~ m ~' ~ ~ ~ ~ m ~' ~ Q.~~su m su m i ~ '~ ~r~~°°a'~ ca~m~su-,o~ ~'.-••~a- ro'~~~ ~~0 0~~``~roo ~, Dim cn m ~ ~' ~' a.~ o su ~-~.y,~~_-*`z ar.su ~ ~ ~ acct ro -s o ,_.,, ~,: v, ~ ~ ~ + ro m ~ c?. m ~ ~ ~ ro - ~- uroi 2 ~' m cn ~y cn ~-,. m ~ rocs.-~~ ~ ro mt..~ro~__.a.Qro o~ mN~.o ~ ~ ~~ ~ ~~ ~~~ ~ ~ ~ ~ ~ ~ s5'~~at~ ~ ~ ~~~ ~~ ~~ ~ ~ m ~ n.cn cam ro a~ ~ ~~ ~ su mcsZ o ro ~ m su ~ ~? ~ ro ~ro ~' n.~? o ~ -t o '°o ~ O ~ ~° Q vs' ~ 'U c o -t t i ~ ^ ~ ~7 ~v a~ s~ ~' ~ C~ ~ su ~°ca ~ <•o cnco ~ sv m ~' ~~ ~ ~ ~~~~ ~ ro a~ ~' o ~ ca cn o ~ -I ~:~' ~fl m a ~:.ro o ~ ~m - m arc su ~~ ~ o ~ ~v,~ rod.-~',~ °°oc~a~, .-~'mac~ moo '~'°'~~rom " sub n3 r.~~mro~Nz su~~ ~~g~,-,. ~~ sun .-«~,v,o,-a°~o~ ~~ -~~~oro ~ ~ ~ ~ ~ ~ ~~~~ ~ o ~ m ~ ~ ~ ~o o ro ~' o ~ ~~'~~3 3 m ~« Q o m ~'ro m c~ ~ ~~ ~ ro ~ n~ yp ~ us = ~ ~~o~a' ~~NCO 'v ~.cnw ~ ue m -«-ts 'v m ~ m su c>,3 am ~ ~ ~~~_ ~r:~ < csu~~ ~c~ozy~~ ten' oro~ro~.~-~ r:c~®r°m~_ v°s"~~. ~ cn~ a~-~'' ~ umi w =cam sum ~' n o n.c ~ ~. ro°~' m o ~ c3 O ~ ~' m ~ ~4 s1 At to °E ~ •-+ O ~ ~ ~ ~ ~ ~ ~ ~ ~ m ~ O ~ ~ N. ~ ~ ~ ~ II. O ~ ~ O ~ ~ Z~3 ~"®cn ~ j ~ cs'~~' ~ ~ p ~c~ ~ ~-p ro z sU ~•~ m ~ ~ ~ ro ~ o A p ~. C) ~ .=o- C7 U9' ~ ~ C ~ C~ sa. ~ O ~ d Cl ~ ~ {°h' ~ ~, P, t% °e ~ pj ~ ~ O m CAD P1 ~ -°°~ ro i1. ~ a ~ ~ C? ~ i -c Sv G2. ~ ~s]tg t,~ ~ ~ Q.~~ ~ ~•ro ~ ~ ~ t3 ~'~ n« o ~_..,c tip ~ m ~'~-~~ ~ m _ s~o aaa~~~~ ~ mm om-~ o .=.«®~?coi~`°p°~~asvm~ pcn o~c m~..c~uoc~n 3 ~~o'o ~ o o ~m °< ~~ ~ ~~ ~ m ~: o~ a~~ ~ ~ ~-~zs ~ -~ o~ ®w ~ o ~' o ~.~ c eta n _, s~ ~. ~~~~~~~~~~~~~-~~ oo ~~ ~m~~uQi c~'io~~ro~~.vi-~'~o~~ ~c Q-c ro o cD ~ <. ~. - iy a cD c~ ~ -p ~ ~ O z3 vgi N p' ~ -` •~*~~a~o~SUCDa~~~~ cD oen ~•NC~"oo ~ ~ ~ ~ ~. ~ ~ -t m cQ to ca .-. to -t cD - ~ S~~Q ~c~.cD~p~'~~ o~~~ ~~~~~~~~ m~ ~~cmc~ ~ ~~o~ ~ .~.~,~rov~ s°m~ ~o.~~'~"c3'u ~ ~. O ~ ~ {~E} ~ N ~ CD Al ~ ¢7 '~3 ~ cD ~ N O (D iv ~' s~CDm~ ~~'-~~'m~m ~ o cs~ o ~m ~ ~ ~scn ~ ~.~ -~~~ 3 y ? O ~ y O ~ O N ~ O' tC Z ~ O 3 m ~ o `Y ~ o ?. o. ~ ~ N ~ ~6 ~ G ~ C1 ~ fD 7 ~G S fD ~v a~ d ~ o- o 3 ~ °-'• ci ~~ ~ fD N Q ~ R c» ~ o ~ ~ a =. m ~ a~ -„ `~• w ai O . ~ m m 0 m m x 0 W~1SJlS S~12ibd 3H1 THE PARKS SYSTEM -~ o ~~ ~ ~ ~ O ~ ~ ~ ~ ~ ~• ~ o, ~, ~ ~ ~ ~ o' ° `s N ~ o ~' ~ ~- n ro O ~ O Q ~. ~ ~ S S O .+ cD ~ h S ~ ~ ~n' ~ C ~ ~ ~ v n~ ~ J n ~~ O ~. ~~ ~. ~~ D D i-a t-~ ij i-~ i~ i~ N ~ ~ i-s i-~ ~ i-~ N i~ -~ . ~ • ~J Ol Cn W N F' 0 7 ~ .=r' ~ O i . . y i v n O p a ~• m ~ ~ v 'p c~ cu -O ~ n ~ ~ O ~ ~ Z3 O -~ r"o 1"1 ~ C3 fl7 O fD LQ Ol OJ r.t. N v ,y. 6 ~' cn ~ •--F (p `'i' CQ ~ ~ ~ ~ v ~ ro ~ ~ ~ Q ~ ~ Q ~ ~ ~ ~• S ~ ~ rt. ~ ~ ~ ~ r+ m ~ `~ N ~ ~ ~ ~ ~ ~ ccz ~ ~ ° m~W O rt ~ ~ ~ ~ ~ ~ o - ~ ~ sv - I> ~ ~ ' ~ ~~ ~ sv u~ o°a v ~.~ ~ -s - ~v ~ p ~ ~ ro w ~ rp p y N ~ a~ ~ ~ S1 ~ ~ ~ O ~ Q p ~ Q ~. m . ~ v~ vti ° n ° o °i~ Ll - O ~-_f =S < O N ~~ eD Iv C ~~ ~ !u C Or -'' ~^ "O O T. ~' ~ ~m ~ O ~ u' ' a} O O `C as v ~ r* ilr tD ~ ~ O ~ O iD cp p -, ~ O tD n Q N O N ~ ~' Q ro fD Q -O ~' ~ C ~ ~ ~ ~ ~ O Os T. ~ ~ O O- O ~ < cn ~' v' O ~ ~ fop rt ~. ~ ~ Q - ~ Ol ON C 41 p K ~ ~ tests ~ . O ~ Va O- ~ ~ iD O,. fi ~ -, ~` ~ ~ A~ ~ W ~ ~ ;A - ~ W ~ ~ ~ ~ O ~ ~ ~ ~? .-r , r .R .~ !p 9,t ~ ~ ~ ~ ~, - O cn O ~ O `~ CO ~ iC2 r* ~-+ ~ , + ,-r ~ O ~ ~ ~ u' O Z cD 'O `C p'".O`~ ~t4~ Q ~ ~ v i2 ~ W O ~ ~ ~ ~- n ~ ~ .i D .-r N r+ gy ~ S~ N ~ ~- 0 t D ~' ~ ~ ~ ~ '~ Q ~ ~ ~ ~ {~ N ~ O ~ a N ~ O ~ n ~ ~ O ~ ~ ~ ~ -O O ~ tQ ~ ~ 'C7 Q ~;- ~ ~ CD ~ -z -++ ~ ~ ro ~ as < ~ ~ `~ -t _O ~ ~c tD "~ ~ ~ ~ ~ ~ ids -` ~- ~, v ~ ~ ~ ~ N ~ W O C ~" ~ ~ ~ Bl to ~ Ern ,~ ~ K r~-f ~ O m~ o b ` D 70 r ~ ``E..+ Vt -< ~# ~'; m o ~ < ~ c: p ro D ,Z r m cn s O o r r~ s` n O m O ~ ~. ° `O Z ~ ~ .+~ o v _z ~,• ~ .~ ~ ~. ~ ~ ~--~ ~. ~ m V- to O~ 3 ;, y d ~, N 8 ,+ n tZ4 , 3 D 7 T C C z fD Q. ~; ~,. .. 0 a -v 0 m 0 ti o. s 0 N a a N N N N 0 0 F--~ ~i ~ W N I-1 - D N f ~ ~ r" `~ ~ ~ g ro O ~ ~ o ° ~ .+ p ~ ro ro fn ~ ro Q p c o p -^ ~ ~^ ~ ro C -~ ~ .+ .' ro p zs n ~ ~ ro ~ ~ O o ~ d p i+t cg ro o ;Y ~ ~~; Q°~ ~; ~m~ C rron N ~ ~, ~• O 4s ~ ~ -Y ~ - .ti- ro ~ ~ - ~ :--r _ O _. ~ "t7 ~ ry ~. ~ ~ p ~ _ ~ ~ ~ O O O cn p ~ ~ N= .v-+ " ~ ~ ~ ~ ~ p _~ _~ a n ~ O ~ ~ III o ~ ~ ~ ~ ~ ro ~ ' 07 ~ ~ -fi p ~'' d ~ r-4~ '-i: ~ ~ ~ ~` *'~' ro O ro ro a v' t A c _~ p c w v y - " ' ~ ~ n ~ ~ O o Q. ro -r lQ ~ ~~ m - ~ ~ ro~ ~ ro rt~ ~' ~ ro ro ro. p ~ p ~ ~ m ~ ~ n• v r+ ~-r ~ro ..+ ~- C7" ~ ^ ro ~ N N N N N D F-' i--` ~, .~ L~3 N tV !-s ' ~ N N ~' F°i 1-' N W F-' 3 N Y = ~ .f ~ e~ d Li m z vs C < n~ p to ,C ~ Cl """ < ~ u' G ~ ~n _• _ ~ c p ~ -1 its S ~ lQ ~~~. • tp ~ ~ Q O ~ ~ ~ n~ p p p ~ p'' n p ~ ~ _ ~ ~ v, ro ~ ~ ~ w p N ro ~ cC ~ _ p _ p ~ it inn cOD n • v T < ' * ~ ~ ~ ! _,; ~ ~ ~ ~ "' O v '"* crop ~ ~ '' cep ~ ~' ~ ~ O t~is ro tp ro ~ ~ ~ ro C ro < c`' ~ rr' ~ Ct] fls ~ y~ ~ ~ ~ n ~ ~ ro ~ s zn ~ ~ . ~ r+ 3 ~ s -r cn ~ ~ fl ~ ~ ~ ~ ~ ~ ~ ~-* S n `~'~ ? O n O S ~ N (1 p y p p ~ ~ ro ~ ~ 3 '~ p i v ~ ~ r-r ~ ~ p ~ ro O s ~ - ~ N '' {~ S ~ can 3 ,,, ~ ~ ~ D w ro ~ ~ ~ ~ ~ ~` ~ ~ to 4u,-' ~ o nT. v ~ v ro O ro ~ ' n Q s^ o cD ~ O to ~ ~ W ~ fls ~ ~ ro c ~ ~ n cn n Q Q O ro O Z~ ~~ O Q n - ~' Q ~ ro an O ro~ C S _ ~ ~ ~ ~ . ro ro rr ~ ~ ro ~ rt r~r ~ 3 ro ~ ' -h ''i' ~ ~ ~ ?~ ~ ro ,. ro rr p ~ r+ rr aD ro ~' O ~ ro ~ ~ ti O ~ ~ ~ ~ ~ cn ~ O v ~ W n ~ p ~ ~ ~ O d ~ p ' 0 L4 ~ • p p _ N ~ ~ n ~ O ~ ~ ro rt ~ ~ r ''. ~ - ~ r r ~ ~ O_ ro ~ ~ Q A ~ ~ ~ v ~ ~ ~ N `~-` ~ ~ O .~-r O ~ O ~ ~ ~ ~ p + -„ c-,D Vi ~ s p C C ro 03 p ~ i ~ t -a ~ C? ~ - O -++ ~ .=r °~ 'c u' ro Z3 ~ p ~ V7 v tQ Pip -~ 3 ~ f.L ~ p 0 ~ sv n ro v ro ~ Z O ro ro - D ~n n tv • ,_,. ® ~ O n ~ o ~ ~ ~ ~ ~ ~ Q t+ ~, ~' ~ ro ~ p ~ to O ~ w ~ .p v, - ° ro "' O ~ c ~ ~ ro ~ ~ ro Q ~ ~ "' ~ ~ O O ~ ~ c ~ -~ ~ ~ 3 ~ ~, ro ~ ~ o ~ ~, ~ ~ p o ~ !^ .~. ~, ro ~ ~ ~ o ~, o sz ~ ~ a ,~ ~ o S3IJ~1`d2i1S NOI.L~`d dNd 'S~I~I~Od 'S~b'OJ W~1SJlS S~2idd o TH E PARKS SYSTE M ~ ~ in w to i~a N I-~ ~_+' K3 p ~ ~ G fl ~ ~ ~ ~ ~ d ~ °n ~ C fp vs ~ ~ -r . `< ~ ~ ~ < tQ ~ ,--r ~- O ~ ~ ~ [D su ~ cr ~ ~, • sn n O n ~~' ~-~ ~ ~ sQ ' v' ca ~ ~ -" °~ n ~ ~ n r+ O ro ~ ~ h. Q -h M ~ ~ ~ ~ ~~ ~ ~ ~"~ ep ~ ~ ~ sv O CS' n O ~ n' ~ ~ ~ cu ~ Aa Q ~ ~-r Q ~ ~• ~ ~ ~ ~' v, O O N v ~ Q ~ Q ~ ~ ~ ~~ ~ n ~.~ ~ ~' ~ ~ ro a ~ ~ ~ . ~ ~~ ~ . ~, _. O n ~ n O - ~ o ~ ~ ~ ~ =~ m o 0 W v O G Q v n O cn ~7 G"~ d w iv N ~ ~ C ~ ~ ~ ills ~ p-e. N O ~ ~ ~ a ~~ o ~ ~~ ~ -+, rn ~ O O ~ ~- ~ ~ ~- O ~~ ~- ~ v~ .-+ m ~ ~ ~. ~ ~* n ~ h• ~ o ~ ~ ~~ ~~ ~ ~ r+ rt. m ~ -~ w ra) i-3 ~ ~ ~ ~ S ~ ~ ~ ~ O ~ ~ M ~ ~ ~ ~ (~ ~. O ~ ~ ~ fD cn O "~ ~ ~ ~ ~. < ~ ~ ~ {D ~ ~ ~ s '~'• ~• o m ~ <: o ~*. ~ ~ ~~ ~ -n w is iv i-~ F' i--~ G ~ ~ ~ O ~ O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ rt ~ S ~ ~ ~ ~a ~ -'+ ,-r, in ~ o ~ ~ ~ + ~ ~ ~~ r ~ -~ m m ~, ,-~ o ~. ~ ~ ~ -~ ~ f2. tD O ~ ~ ~ ®S C h ~ ~ ~ ~. r-F ~ ~ ~ ~ ~ ~ ~e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~, cQ m o ~,~sn o'Q cn cD rp O ~ Cp ~ ~ ~ ~ ~ ~ s ~; ~ ~ ~ s . o~ s ~ O .+ m ~0 ~ ~ p ~ ~ ~ ~ ~ ° ~~ •`"~ < o~:~~ a rt ° ®,.~ ro ro ~.~~ ~. -~ a n Q ~. <' ~ ~' -~ n ~ ~ c~u ~ O *'1' i S O °q o ~ -~ O rv n D tr't `~ r w .. ~ v [ at ~ ~ "a ~ ~ ~ ~ ~ 51~..' ~ *~ ^ ' Q ~. ~ ~ ~. ~ ~ ' ~ = tD ~; ~ ~ ~ ~, ~ ~ ~ ^^ ~ to C. wC O ,.,. n ~ tip '~ i -a ~ .~ ~: o ~ ~~~ ~ ;~ ~ ~ ' ~ J ?~ ~' [3~,, {Q ' rD O -i, s ;~ a -~ ' -v ~ ~ Oi IV N .« p' ~ ' 'vitn ~ p N ~+ V1 "z -CC~ ~+ G .' ~ ~: C ~ ~ ~ ~ t ~ ~ K 7r tr ~ ~ ~ ~ ~ ~ ~ Q N- ~ ~ ~ ~ ~ rt ~ ~ s~ m ~ ~ ~ ~ v a a~` ~~ ~- p v ~ n~ ~ a: ~ ~ ~ fl n t1 O ~ ~ ~ rD ~ ~ ~ ~ of ov ~~ _ ~ ~ ~ ~ ~ N rr cn Q . , -p ~ ~ ,..,. ~' ~* ~ ~ ~ o ~? ~ ~ o ~ _ ~ c ~' -~, ~ O ~ ~• ~, ~. ~ ~ ~ ro ~ ~ D °o A~ i Cl ~~ N O .A A' K v,. -Q L3' ~ O ~" ~J 43 ~ ~ Z3 sas ~., -~ °~ tD ~ ~ ~ ~. _c`n ~ Q o~ m ~ i n fD 1 -~ v %~ n "~' O F-~ ~ N v Q tG Q ~ C3 ~ ~ < ~ ~ ~ ~ ~ ~ ~~ as ~ ~ ~ ~ ~ ~ w o rt ~ ~ ~ ~ C O O ~ r-r ~• c~ 't7 Q ga ~' O ~~ ~ ~ ~ ~-, O O tL3 ~ ~ o' ;~ n ~ ~+ C7 w v ~ rl- -a r+ a ~ ~~ ~~ ~ ~~_~ ~ cn ~ < ~~ n -~ s °D m .'. s n 0 a 0 0 W 0 0 N Q a 0 a 0 3 0 m S3IJ~1b2i1S NOI1..~b aNb 'S~I~I~Od 'S~bOJ W31SJlS S~I2ibd ti~ ~~~.. ~~ R'.~ U.~~ H~ ~ ` `. r 1 ~~ .~!~'~.. ~'l4J ~ . ~' ,~M ~ ~ ~ ~1 w~~ ~` , a ~~z q ~ ~ ' ''~ ~ r .} a y`.._ . ~ t ` ~R f i < ~~ - i ;~ ~. t ~ Y i { E .. ,. ry __ t I 4 ~ I>' ~~ - t J~. • o ~~ } ~ ~ N ~ f t f if ~ f ~' ~ , .~ • ~~~~ yam ' of ~ ~.s ~~~ 3 .~ ~F ttf~ s ` ~ ' s.... . ax r - ; .. ~ ~ s - ~ a t n g. ~. .~ ~ V 1 ~ <. n~ ~ fi . .'.~ + t^ r ~ ~ f - ~?t~'~~ ,~ ~f ~.. 4 r ,~: ~~. ~~ y z~a. -... ' ~ r' . sL . ~~ ~. ~«Z ~~ b. ~ .~~. S'K! ~ w ~ ~r ~ 1 -f'~ M 3 ~}S ~. . .'iw.T6Y~Y~ S ~ D :-. N S 07 N d C N N -O N S S 3 3 N O 3 S O O r ;: D Z ~Q3 Q ~ ~~ us ~'~p cD ~ ~ ~ O ~ ~ ~ C ro h O n b ~ ~' ~ ~ w ~ ~ ~ o ui ~ py -~ ~ (p ^-• ^•. ~- (~ (A = ~ ~ ~ 7 tfZ ~ ~ Uri cQ t7• ~ _ ~ s~~5~ cD c~D ~ o ~ W ° °• ~, n o `-G ~ t) p tp cD ~- ~ 't3 0 0 0 = -t r# -. sv sv ,.~ ~. -E ~ g ~ cn ~. c co n ro~~ ~ ou,o~~'m~sZ ~ ~.~ o ~ m ~ ~ ~ ~ w~ fD Cn~ ~' ~ ~ ~ ~ su ~ oo.~.o ~~ ~ ~ ~rooo ~~~m to m~sc~~ {WSJ ~ ~ o• ~~ ~ Q ~ ~'S N ~ .~-+ -w ~ ~ ~ o C ~ CD ~ R ~ ~ ~ c~~~~~~~~ -,oo~'~`o~uoiro~ ~.u~,~°~~~oo ~•~ cep ~`d:m ¢'-o ~ ~ -p~r«Sc ~~ N-~ ~ c~a ~ ss~ cn ~ ~ 3 -~~ o ~ ~ ~-m ~ ~=«~'~o bus ink ~• m o ~'~'-can c ~ 0 0 ~ ~m~~cn~Nj p~~ic~n-~u~i~vDi~~_~; ~of~~c~D~-~ ~~3 o-cc~~ m~ ~rora~.~cn ~ms~-c~c~i~ -~~ ~ ~ ~°0'x•3 ~ Q..~ -nom ~~'~< m ~'.° ~ o -ate ~ Q~C Qn ~ ~ ~ ~ ~ ~ ~ ~~ aQ°~ Ocn O rn ~ ~ w THE TRAIL SYSTEM K ~" W O ~~" ~ d d C~~ ~~ O J7 p ~ -~ D ~ Q 47 ~ ~ ~ ~ ~ W `~ 'U CD ~~~ u nt~ ~ sv~n:!;. z cn ~ ~ ~ N ~ ~ ~ ~ "C3 ~ ~ Q ~ . iD ~ ¢} ~ 4 ~ '-_ ~ p O ~ in ~ _ _ O ~~~~ ~ ~ nro ~ ~ ~ o ~~ c ~'~' ~~ ~' io ~ ~ ~ ~ ~.-~'po ~ ~ ~ ~ ~ ~ - ~ ~ CA fy .-. ~ ,--e• ~ df9 ~ ~ ~ C X C~ ~ a ~ ~ ~ O ~ S~ ~° ~ (j~ ~ ~ CG ~ ~ ~ _ ~ ""'t' C ~ _ "4f ~'+' -e O ~ ~• Q ~ n' ~ -w ® ~ O C ~ ~ ~ A) ~ ~ d D _ C (t} O •~ ~ ~{D p~ ~ ~c _ _ Cp ¢) ~ ~ n ~ ~ ~ ~ ~gy ~ ~ ~ -~ py Sv cD fv ~ ~ ~ ~ C (n p ~ O ~ ~ {p ,-~. ~ N to -=: ~ ~ C ,-« _ ,..t ~ Q. (D ~ g ~ ~ ~ ~ ~ ~ cDC~ ~ c o c D U ~ ~ N~c G ~ ~ ~ ~ ~ ~ ~ Q ~ ~ ~ ~ ~ ~ ~~ rt ~ a.~ n ~_ ~ _ ~ ~ ~ ~ e~ ~ ~ ~ 0 ~ ~ ~ ~ ~ 3 ~ rM~ °~ ' "S ~ ~ ~ ~ ~ Q ~ ~ O ~ y eT / ~ eT ~ ~ ~ ~ a r ~ ~ ~ ~ ~ ~ ~ nn~~ r f~ • j Q ~ ~ ~ ~ fl pl ~ Q ~ ~1 ~ ~~ o ~ as ~'_' ~ ~~o ~ ~ ~ Z - ~ ~ ~ ~ ~ " ~ ~~~~~~ ~ ~ ~ ~~ ~ .c -o C n ~ w cn~ c ~~c ~ ~ ~' ~.~ -o -~ ~a~~. ~o~~co c ro c»w .~-a ~ Vas. ~ ~ .~ ~* Sv ~ ~ : -~ vs~~v,f3.~oQ.~~ _` a~ ~ ~ ~ c~ ~~ ~ ~ ~ ~ o ~,.~, ~, CnQ~, ~~. . ~ ~ ro ~ o ~ ~, Q ~ ~ ~ . ~ ~ ~ ~~~ om~~ ° ~ ~ o , ~ as~~-n~c~o <~ roa ~ ~ a Dg~~~ ~< N _: ~ ~.tur~~ so~~ ~ v v m ~+ N a O 0 m N O O TI C C W W N d fD a m y ci m g cu N •.~ s• a • i --•--------•-----x ___.., ~ --- ~. ~. -- ..,`. ~ t :: ,, `~ ;` ~ ... ,- ~ i i ~~ ' i ~~ ' % /, , f ~ , ~ ~ ~ - '~ ; . , ;~ t ; ~ f ~ ~ s~ .~ ~~ - ' ~ ~ -. ; ~' . ~ ~ u t :-~ ~ mo ' ~ --: o '---= y - ~ ~ l ~ .. _ ~ tl ,.' ~~ V ~. ~- • i ~ _LL u ~ ~ Y ~~ `nom. + `+ ~ ~~ ~ ~r~ ~___~ ,j 4 _ ~,`~. .- ~ } ~ ~ ~ ~ ~~ .~ .-.r* ~~'. • / t ~ ~ ~ ~ ~ / ~i \ _ ` ..i ~~ ,. ~ .,. ~® " r 1 I ~ D~ ~,~ z ~^ w 0 c~ c ,z v ~ a z~~ " '~ _ a ~ ~ v ~ a '° Y g ~ ~Z _ 3 `~, ~ S m w~s a ~ o .'z 8 8 F n n n ~ a ~ ~ ~ D ~ Z ~ ~~. ~ ~ , ~ w ~ 3 ~ ~. a m ~ ~ 3 \~ (, it t J . ~ m ~ ~ ~ v N ~ o Z n B ~ it N O O tp O 3 3 .0 N 7 ~. W 31SJlS ~ Ib2i13 Hl THE TRAIL SYSTEM ~~ _ IV ~ tD N ~ tQD C"D r? A} ~ ~ ~ ,_; ,~ ~ ~ ~ ~ p N u~i ®~' ton ~ ~ ~ ~{ ~ ~J ~ Sv ~ ~ ~ c - tD p~~ tD ~ ~- tD ~• ~' ~ O ~ ~ '•C O ~ "° ~ tD ~ tD N ~ ro ~ ° `G N --~ CD ~ ~ ~ ~ ~ ~- .-r ~ ~ ~ 41 ~ .-~. ~ ~} CQ C/D : t CSC f~.. ~ ~' n.~s -~ ~_~ ~~ o W~c~ ~•~ o w ~ ~ m tin ~ o Q~ o ~~ -.-~.~ Quo ~m ""< ~~ ~ ~•tn•~ o ,~-,.~'~ dAa~ ~ su ~" ~ to as ~ ~ =~' c~- `` °- c~ cn o c n. ~ ~ ~ --~ su o ~ ~ ~ o u~ ~ ~o ~ m ~, ~ ~ o ~ h ~ ~ co'oo o N Q-o~ ~~ --~ t6 -cs s o- .~. to -- m to ~ -~ ~ C7 si ~' =~ o--Izs ~.m ~ ,;-;~ m 3 ~ voi Q.~~„ ~°.o ~~ ~~ o ~~ ~ ~o ro ~ ~ S~ 3 ~ ~ o ~'~ a ~ ~ u4 °c ~ ~ ~~ ~:Wm ~ ~, ¢= to to s2 - o ~ tD C tD ~ -' o ~ o W ,=« ~ CAD ~ ~ ~ Q. t~D .~-~. ,.~ ~ .-+ ~ Q. °a f€s ~ ~ y ~ ~ -+: tp Q to fl- n N ~ S2 N to/s ~, t~D O ~ ~ ~ ~ m ~ ~ o a~Qt~ ~ ~ ~~ D ~ ~.~ < A~ ~'p sm O~ to ~ ~ ~ vs ~ N ~ tp tD `G CD tl~ ~ c CD ~ ~ Sv -c ~ ~ o ~ Q ~ ~' O ~ p ~ tN o ~' ~ (D -I Q- ~ SU A) ~o O (D cam, N ~ ~.~ ~~ ~ ~ ~ Cn~ ~ BCD m N ~ ~ 3 ~ ~ tD' fv iu, ~ ~ ~ ~ ~ ro 3 ~ tD N ~ ~ ~ Q ~ ~ ~ ~ ~ ~ ~ Q} ~ ~ CS ~ CD Q. ? ~ O N II. ~ ~. ~i ~ ~ to ~ tD ~ CD U3 ~~~tn~~-{ ~ Ck 9~ CS Ct} "Q Sv °`i ~ ~ Cn~ ~ ~ ZS "~ =~ O iv ~ --~ {~ tJ C1 f7 ~..~ ~ ~ tD n ~ 3y ~ to ~ 3 tU ~ ~ ~ °t ~ iu -~ ¢D , Al Su ~ ~ ~_° to ~' '-•~ CD ~ '-z tD ~ ~,~ Sv ~ . A) m ~' - sv c-~ to ~ ~ o c[i to o v, ~ o ~' rn ^.. ~' ~ CD°~sAs~tno--{ cn ;c mho-~zucnC~c~ o-t --{ -t m A~cN tn~ -., -p ~-Rva~-.. ~ -4om-t -.tn O tn® ~c ~cso.= ~tU- ~' o~~Q~u ~` roma°-~tt~~U'A' sv.a;,Q~m ~ v~~ ='~ tD o O ~ ~. ~ ~ ~' 413 iD tra Ci ~ ' O ~ ~ to to --~ cz ~ ~ tD ~-+. tb~~~~s~us ~--iw~tn ~ vssu~sosu~p~~~`~' ~mg~tncnco: stn ~~ ~ ~ ° ~ ~m m ~ o o ,t'ia ~ ~ Q~ ~.=~ ~ c«° ~ m~ paw ~. o ~ ~ o ~a ~' o ~ ~ C. ~ ~ ~.s~.c ~ c~ os~' .. ~,~~ ~~ w ~ ~.. ~ ~ ~ cc Q. Q v' O ~ ~ t~'D Q o O . ?? ~ ® A~ ~' t~ ~ cD ~ tU ~ ~ N ~~~~~ P9 w • 0 0 0 0 0 0 a 0 a 0 m 0 0 a- ro ~ ~y~Ct~~~:~~-U oa~•~ ~c~C) ~cs~-I~p~roOp ~,s~~~~-s~~opT~ =~ ~- ~ ro ~ ~ ~ro ~~. ~ ro~ ago ~-~ m cn o~ o o ~ ~.svo n n,' ~~~.. sv~a'. a cnv, ~.mcQ~~ ~~o r,ro~ vy~.`~°c~;D~ <_roN~QOa'n.~ ag ~ ~ as ~ ~ ~ ro - .... ~ ly ~' - CJ) ro ~- -1 ~' ~ ro ro ro -p Z* cn ~ ' n t-y ~ Ay. ~ cn ca' a ~ m~o-axo'c~ u;ma ~.... ~sv~cn`~~.~ cty~-•ro oro~. ~ in~~coo~`~ ro~~ ~.o~ ~'.~,~~-acncn ~,~~tu°~~~,u~"y~ _ ~ ~ 't3 ~ ~ t~ -` ro uy- Sly ~ ~ ^. ~ 'O ~ O s? p ~ ~ ~ V;, -O to N ~ ,-. C ] CQD vs -~ ro ~ = Sly' Vi ~. to cQ n ro Sl) ~ c ~ ~ .Oa, -s ~--- ~ ro O" N oa~i '~~D ~'~ ro~ ago tDVy "aQa' mN m ~ ro ~ -, ~ ro ~c® occ3 N ~ _n.Qy p ~ ~ ~ OD o ro ro ro~'ro~ Q ro o m ~ m ~, ~o Ica ~~' ~? row ~ ~.~ ~ ~.~u%y ° o o ~ u%s ~~ ro cyo, _ ~~ ~ sza~ ro ~ ~~o c ~~ ~ro ro ~~' o N N ~ ~ {n ~ ~ f~D ""O ~ ~ O .-~. ~ Q il?. N X87 to Cy ~ ~ a :~: '.. . 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'~ ~ ~ ~ ~-r ~ ~ O N h ~' cn - .-~- ~ ' O n ' ~- a ~ n ~ c C3 r,- p r cn o~ ~ - ' i ~ ~i (D -• n to (D cn tD ~ Oi v aS a ~ -i h ~ h S~IJ31~211S NOIJ..~d aNd 'S~I~I~Od 'S~dOJ W~1SJlS ~Ib2il THE TRAIL SYSTEM -i -i €v N N h3 W IV ~ °' C7 (D ~ Eq ~ `< ~ n su ro ~ cn -3 ~ ~ ~• n .+ s tD r* ~ ro~ ~ ~ ~~ ~ ~ ~_ c® ~ o ~, _. -cs sz ~ ~ ~, ~ - ~, r,. < ° ~ ~ ~~ _ ~ ~ o ~_ ro ~ x p ~ -+, ~ O ~ { Q ~ ~ ~ .-a- ~ ~, ~. ~ ~ .~ ~ ~ ~ G ~ ~ ~ Q Q ~` ~ n ss ~ O `'C ~ p va ~ c e Q ffi~ `G S SSy ~G N I-~ a ~ ~..... -i N '~ Q Q ~D , A ; -~ n, m` x ~` ~' 0 -~ D C w- m' . - t ~ ~ ~ i--~ i-~ J J -P W O ~ ~ ~ Q O O fD ~ ~ ~ .-~ ~ tU ~ ~ ~ ~ -~ S ~ ~ S '; N `+ ~ ~ ~ ~~ ~?~.~ v D < ~ su oo• ~~o ~ ~ ~ ~ ~ = N ~ ~ n ~ , ~ ~~ ~ ~. ~ O ~ ~ ~ p r+ ~ ~ ~ Q ~ O ~ ~ ~ ~ ~- p s7Cy ~ C n ~ O v ~ o ~, o c r+ ~ O -o ~ ~ -* m v m ~ v ~ rt ~ ~ ~ .-+ ~ ~ ~ SZ ~ ~ ~ ~ . 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II3 G 4ni ~y ~ ~ i. , ~ - ~ ~ ~ ~ v n .-r a.4 x Q ,-r s O ~ ~ 0 ~ ~. ~ ~ ~ ~ p iD ~ n p ~ ~ ~ ~ ~~ p--~ 'a ~~ . ~ ~ p ma ~ ~ -~ G ~ ~ ~ f~t3 ~ tL] ~ , y. p ~ rt iii ~ ~ ~ O s ~ ~ . -r O ~ ~ p ~ ~ Q `G Q ~ ~ p X ~ n: ~ ~ ~ a ~ ~ ~ ~ ~ ~ a ~ ~ ~ - O u, a ~ sz 'p cD ~ ~ , ~.~ ~ cB ar ~ ~ p p ~ ro .r ~, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N mss... ~ fl' ~ ~ ~ ''~' -+ ~ ~ C ~ ~ n ,-« s 5 O ~ n N N . ~ G ~, ~ ' O' O ~ ~ S~ O = L2 ~ ~p ~ ~ v ~ ~ ~ a. ~ fD~~, ~ p ~ N' i' ~ ~ fi `G iA ro ~, S' -i -i -I D ~ ~ -i b W W W ~ `TJ N N w N F-'' Ij O Q A W~ ~~ i-~ iv i-> > n i-a i-+ , ~ . ' ~n '., Z ~ ~ - ~~ .s - 1 d W' ~ fp ~ O ~' ~ fD T7 ~ ~ ~ ~ ~ ~ ~ ~ p ~ ~ GQ ~ ~ ~, ~ p to -~ tCS m v n ~ ~ p a _ ~ ~ ~ n' n, p -~ v - v ~ ' . ~ m tp ~ C -g ~ m ~~ ~ ~ N O ~' v p ~ ~ ~ ~ !n ~, O ~ ~ p ~ O ~ ~ ~ ~ ~ ~ tb ,~_, ~ -r (D ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ Ocp~ ~ ~ ~ + ' N tS'v,~ m _ . ~ ~ m n+ s3 ~ ~ ~ g Q '~ ~ o ~; ~ • ~° s n ~ ~ ~; 'o g2 ` ~ ~ O ~ ~ ' ~ ~ i m ~ N .tn-r .-r v' cD -* G N ~ ~ r p ~ ~ ~ Q n ~, ~ p o ~° ~, .~ v ~ m y ~ '' ~~ "~ rn~ LQ `G p ~ ~ S ~ ~ ~ ~ r-r. O ~ a~ D ~ ~ ~ v, ~ O ~ ' ,-+ ~ ~ Q vt tri N ~~ O G ~ ~ ~ ~ "'• ~ ~ d t-t ~ f.i, ~ ~ ~ -c Q ~ z n ~ Cl ~' oGi ~ ~~ O ~ cu ~ = ~ m ~ ~ ~-p "t3 ~n~ ~~~ ~ ~ Cl ~ n ~ n ~ rr O ~ ~ n (D Q ~ 3 ' . {1 ~ = fD3i, ~ ~ ui ~ _~ ~ v ~• n, ~ ~ ' ~ O n c ~ ''* h ~ ~ ~ `{ t/1 Ll ~ ~ `"~ ~ O ~ n ~ fir ~ a rt ' O N y, . , v ~ ~ ~ ~ o~i b ~ ~ a ,~-r t i ~ ~ ~ ,-,: -~ as ~ rrs ~ ~ p ~ p- ~- ro ~ CD ~ ~- ~~~~ ~ ~~a~ ~~^ 1 (l} 6! SS} ~ ( 1 -~ ~ ~ ? ~ 9} -t 3 ~ ~ Q ~ t / ~ ~ n ~ s N p ~ D ~ ~ ~ ~ ~ ~ fD -+ _ _ ~ _ v Z n ~ ~ ~ ~ g- ~ ~ r-h O ~-f~ p ~ e-i~ r~ "s cn c3 ~ S m ~ ~ t ~ S~IJ31b2i1S NOI1.~d aNb 'S~I~I~Od 'S~`dOJ W~1SAS ~I`d2il THE TRAIL SYSTEM ~ ~ :A ~ ~ -P W N t-' ~ ~ ~ ~ •~ ~ ~ ~ ~ h ~ ~ C ' ~• O ~ h 0 to 0 ro~ o O a c D o ro ~ ~ ~ -~ ~o o~ ~~o ~,o ~~.~o ~• ~ ~ rt ~ ~ ~ ~ m v '+' rn ~ n .--r 3 5 rt ~ S ~ J ~ tip l D n ro ~ 0 d ~ ~ ~ rr ro - ro ~ row,, O ro ~ ~ _ ro ro ~ N n 7 ro _ ~ n O i'Z O n -', ro ~ ~' ro~ ~ Q. ~ ~ S ~ G w N C 7 ~ ~ ' y _ ~ ~ ro ~ n gy -~ py ' • v ~G II) ( p ~ .-t to ~ lQ ~ .••~, Q- n n O O H ro ~ `_C ~ ro O C O .-r ~ C G p~ N cron n ro O~ ~ ro ~ v C ,nrt ._* ~ v n~ c ~ p- -f` ~ ~ ~ ~ ~ ~ ~ ~ y _ ~ ~ rt ~ ~. lfl ''t' ~ p} rF ~ < tD 4/e `G ~ ~ Q ~ ~ ~ O ~ 97 ~ 1 I r-F -I -i -~ -9 ~ -~ -! -I ~ -I -~ :A ~A ~ -P -P~ ~ -P :A ~A -P ;A cn cn ~ .p -P ~ -P W N t--~ E--~ N I-+ in .p N N N F--~ N fV h+ ' 'z ro G < O_ < 'O "t ~ ~ ~ ~ ro O va• n O ~ O t~D C ~ s,Q ro ro n ro ~ ~ O '-~• C~ Z7 ~ ro p es ~ ro ~ ~ ~ ~ ~ . N ~ ~ ~ ~ ~ ~ ~ ~ O ~ O "O ~ ' ro rp ~* p ~' ~ ~ ro -~ o v o -~ .rt ro ro n ~ O ~ ~ lQ O 4~ ~ ~ tQ ~ ~ ~ ~ ~ C N C --i ~- .- ~ ar ~ ,_~ ~ O c ~ ~ . ~ ~ c ro r+ ~ m O n ~ ~ '~ O_ sv ~ ` ~ cn ~ ~ w ~ ~ ~ -z ~ ,.,. ,~ O ~ ~ n O ~ ~ ~ O ~ -, ~ ro ~ ~ ~ ~ ro ,-~- O ~ ~ ~ ~ Q ` n h • ~ ~ ~ ~ ~ ~ ~ (p ~• ~ ~ O ''' ro ~ ~ n - O- m cn rv-r ~ ~ -~ ~ O ~ ~ .+ ro ~ n ~ c O D s ~ ~ ~ sss ~ ~ Q ~• `~` N _ cn ~ ~" ro va Q ~ i^ ~ tU ~ r+• to ~ -~ {p cn ° ~- -+, ~ O ~ ro ~ ~ cv ~ ~ ~ ~~ Q ~ s ,~ sv ~= v n ~ C s ro ro m ~ ~ a ' ~ ° o . ~ ro ~ o_ 0 ~• D `~ r 0 O t1. 3 n -c (D d cp D 3 ro O ~"' S 1v D ~'" n ~ ~* GL O ~ ~ ~ ~ ~ .+ d N ~ ~ ~ ~ s • s.n cn o p :A ~ 3V i-` n '' D C31 c~ ~ r- ~G ~ v ~ f1 u i ,~ ~ ~-' -v ~ - -~ o ~ o < c Q ~ ~` n" ;~~ p v ~ ~ ~v ~ G ~ ~ ~ ~ ~ ~ ~ ~ O -• b ~ cn O .-r ~ ~ ~ ~ ~ <' ~ n ~ m c' .-t ~ '~ ca ~ ° ~~ v ~ to -p p ` ~ ,-r . ~ o ~ s o ~ ~ ~ ~ p y p ~m ~ ~ ~ ~ ~ ~ ~ .« p ~ Q N ro ~ c m ~: ~ zs ~ ~ ~ ~ ` m o ~ .~ _, -~ ~ sy ~ ~ ~ Q ~~ o ~' ~a~; ' ~ ~ ~ 3 ~. , ,Q ~ -~1 -1 -1 -1 D N ~ -I -I -i -i b in to to to cn ~ 3 rt ~ ~. ~ -P ~ ~ N N N f--t !-~ O v i ~ {f1 V't ta't la's Q W N I--+ N #-1 3 ..{ BV H+ iJ1 -P taa ~ .t -. , -1 M m ~ d ~ ~ ® ~ ~ ~ ~ ~ 'l7 ® ~ ~ ~ ~ ~ O ~ ~ " Q _ ~ O O Q D ~ c Q ~ CQ Q g_ O ~ tii O - O . cD O N < ny <. . ~ ~ ~ ~ ~ n ~ ~ _ ~ t3 O ~ ~ rt < Q O r-t fD v G ~-r ~ L3F ~ .-r ~ r+ N ~ ~ " ~Q p n n• N -LQ fD ~ ~ _ ~ ~ p ~. C D N ~ .~-r ~~-+, T - ++ -r, S to fl.' t n O 9a p7 `G n , .~. ~ ~ • • o ~ D -~ -, ~ ~ ~ Q ~ ~ ~ o m ~ v `~ -~ { ~• ~ N' iU ~ ~ ~ ~ , . ~ ~ O ~ ~. Q ca ~' to ZS ~j ~ ~ ~ ~ Vt ~- ~ oQ°~ ..+. ~ vso?' ° o a'o rod. ~o _~ ~ ~ ~ ~ O o ~ ~ ~ O N ~ ~ ~ ~ ,+ ~ ~ ~ ~~ ~ ca m ~ ~ ~ sv O ~ ~ ~ ~ ~ ~ o = ~ v O 'O ~ . ~~° cn O n ~ ~ ~ -+, to sv ~ ~ m ~ ;n tD ~ r+ sy '^ O ~ ~~ O n .~-i~ ~ ~ ~ fD `G N ~ ~ o p O D O O ~ ~ m ~ t n ~ `G N ~ ~ tD -z ~ ~ O N O -i 3 ~' p sv ~ ty ro .-~ ,..F. v ~ c ~ co s~ ~ p t0 ~ ~ ~ LU ~ N ~ cD ~ ~ d -+, ~ -, O ~_+, ~ ~ ~ ~ va N C ~ ~ ,y. ,-t. O v, ~ ~ ~ , ~ -~ O ~ ~ O r+' S ~ m _. r..,. ro ~ ~ • ~ ~- ~ ~ ~ ~ v Q o ° ~ ~ ~ m n r= c~ . ~ , o ~ ~ ~ ~, ~s a ~ ~ ~ 7 `p ' ~ ~ n ° N O ~ fD O ~''' ~ `~° ~' r D c Q 0 cn O m ~ ~ ~ ~ ~ C'f to ~ r'i' 41 ~ ~ Q - ~'1' ~, = ~ ~ ~ ~ ro w m .~ sz co r± r -f ~ .~ ~ r ro ys S3IJ~lb'2~1S NOIJ..~d dNd 'S~I~I~Od 'S~`dOJ W~1SJlS lIb~ll THE TRAIL SYSTEM ~ o o ~ ~~ ~ ~ ~ ~~ v-~ ~ ro~, ~.~ « ~~ ~~ ~ ~~ ~ ~ ~ 3 ~ ~ ~ ,~, o ro ~ ~ = ~ ~ Z7 Z o: ~ S ~ ~ (S ~ ~ ~ O ~ ~ ~~~. ~ C ~ 7 c ~ ro ~ ' ~ ~. ~: ~ ' rD ~ ~ ~ O ~- ro x O ~ r C ro r+ Q ~ -~ 3 ~ ~ c -~ ~ ~ ~ ~ ~ < ra ~ ~ -a ro ro n: ~ ~ '~ b '~ ro ro -~ 2 ~, ;' v su ~ ~ Or _s ~ fl ~ ~ `4 e"'3' ~H ro . ` y r r~ ~4 ° Ct ~, R !D (D x ~ 3 m rn m rn m rn ^ 3' cn v+ cn cn 'cn O> (I7 -h W N N 7 ~ *r ' N F-` W N 1-' 3 ~ „~;, ~ ~ V1 ~ '* tp ~ 70 Q. ~ ` ' ~ ~ ~ .S~ ~ vii vroi n ~ G ~ t~ a~. < ~ .n ~ n a~ n, p n ~ ~ ro ~' ar ~ O `< ~ ~ ~ C ~ fD O cn ro C ~ tII'i'.Ci ~ ~ ~{ ~: ~ ~ ~ to -s ~ lQ ~ Q :-r .-r ~ ~ ~ ~ ~ ~ ro Z5 P%r -+, ~ ~' ~• ~ < "' ro ~ ~ ~ O ~ ~ H ~ c'D N ~ O Q r* ~ Q ~ ~ tD O ~ L2. ~ °D C ~~ Q ~ ~ ~ ~~ S (~~ ~ ~ O ~ ~ ~ srt ~ Li] ~ Q1 ~ N ~- ~ Q ro .-r ~ ~-+ N txt ~ ~ ~ ~ v ~ ~ ~ ro ~ ~. ro <~ ~' a ~ ~ ~, ~ fD ~, ~_ ~ O L2" C ~ St ~ ~ ~ Q ~ O y ro -t O ~ '~ << C r-1- ~ ro ~ Q U1 ~ Q ~ ~ ~ ~ ~ ~ T,3 f1 C ~ •°,~° ~_ '~ ~ ~ ~ ~ ~ ^ ~+' ~ to ~ D ,-r ~ ro O CS d ~ h ro ro ~ ~ ~ ro ro O ~ ~ ~ ~ ~ oa ~ ro -{ O f? ~ ro - ro ~ ~ -~ ro Q ! ' Q. ~ ~ ~ ro `~ S ~ ~ ~ ~' ~' n z . ~- to ~ ~ °C3 ~° C =" Lu ~ _t: v - X O ~ ~ ro v ~ ~ ~ ~ v~ ~ su ~ a' ~ ~ ~ ~ ~ m ~ ~ c ~ .-} n a. p cv ~ ~ s~3 ~ L2 °5 ~ ~ r-F ~ ~ Q J ~ S t 3 ~ a ~ ~'~' ro ~ ~ ~ ~ ~ C ~ ~ ~ ~ ~ ~ ~°° ~ ~ ~ ~ ro I 1 \ ]i3 ~ 3 (PI t m .... oa o ' p v -.~ ~ o U, rn O ~ ~ ~ ,.~„ ~ ~ ~ Or ~ p "~ ~ "U ~ ~ g y ' ~ t!1 ' ~ ~ p ~fD • O er ~ n ~ ~ O ~ rt ~ ~~ ~ ~ ~' ~~o ` ~ o ~ v ~ . ~ n o m ~ -~ ~ ~ °~ ~, ~ m ~+ d z -~ v ;~ ~ o ~ ~ ~ ~ ~ ~ ~ `~ ~ ~ ~ ~ o cn ~ D ' -: ~ ~ ~ m to ~ C e••t ~ -* 'v ,-r ~ n ' ~ ffl f l - O ~ ~ ~ cn 7 ~ ~ O ~ A O ~,,~ n n+ N E ~ ~ ~ N D: ~ tv N ~ "' ~ m ~ tp tD 3 a P1 ~ ~ Q ~ ~ 97 ~ ~ n ~ r '^' can fn ~ ~ ~• rD `G r 1• D ° ' o ~ i a ' O o ^ Q ~,' ~ D y a , ~ ~ n ~ x ~ s m v, ~ ~; '+ ?' "O Go 00 00 ~G ~.I ~# ~! ^~ O' tT m ~, t-' E-i F-~ Q. '. ~ tef N I-, p• D N N O W N F-' 7 y f-i I-s o•-+ 7 3 N i-' ~ (n 7C' ~ V1 ~ (h .+ ~ '.,,,,{ '. M r~i ~ M ~ + ~ ~" (D ~ \ ~ ~ ~ ~ ~ ~ ~ ~ O < ~ ~ +"} to `~ ~ .~7 ~' C tII ~ ~ ~r ~ -h ~' ~ ~' ~ `~ ~ v O ~ ~ , -s a O ~ +[ ~ ~ O ~ ~ ' o ' ~ ~ o ' ~ -, -~ m - o ro ~ v - ro , m ~ ~ ~ ~ tn' II~ ® ~ ~ O ~ ~ ,_,. ,-•r ,..r cn ~- ~ ~-+ ~-r v {gyp -r r O - a =; n °; ~ sv ~ ~ ~ "' ~ ' ~ ~ ~ N ~ s ~ ~ te . `"''. to ~ -. ~, • ~ o ~ ~ Q- m ~- -o o n - ` ' C ~ sm ° ~ ro ~ w` ~ ~ ° ~ ~ Q~zo ~~; ~ ~ < ~ m ~ , ~ se ~ ~ ~ ~ ~ v --~ ~ " .~ ~• "*, ~ Q ~ O _ < ~ ~ ~ Q • fD ~ , T r-r C cn ~ ~ N -p ~ s€s O im ,, r-r C _ rp sn n ~-+ cn ~ ~ ~ `~* ~ tJ v , d cn r~ r~ ~ 'iv ~ O ~ ~ O ~ ~ O sy N sn ~ Q N ~ ~ ~ O- `•~ ~-r ~ ~ _.. ~ rD ~ O ~ cD r ~ O ~ ~ -* 4 ~• ® n c ~ ~ ~ O n (D ~ O (~D ~ ~ • ~ ~ ~ ~ sv ~ ~ .-r ~ en ~ ~ ~ N ~ to iu `-+' _ ~ N O rr r~-r• O ~ 4~ to ~ O O" r+ ~ n ~ ~- tU O N '-ti• ~ Q - 9i ~ ZS P-r n ro ~ sz ~ -n `+ O ~ y s„ ~ ~ `~ ~ O ~ ~ O ~ ~ ~ ~ p ~G n ~ r•r ~ tn . ~ tv ~ ~ + ~ -+• ~ ~ m m sv ~ O ~' ~ ~ ~ < O ~ ~ o a. ~ f1 erg- ~• an H N rZ ~ iv -s O ~ ~ N 1 SU S~IJ~1b211S NOIJ..~d dNb 'S3I~I~Od 'S~`dOJ W31SJlS ~I`d2i1 o THE TRAIL SYSTEM -~ ~ -~ w o w ~ ~~ ~ ~.~ ~• ~~ ~~ ' ~ Q~~g~ ~ ~ O ~ -z O Q < ~ ~ X n~ Q w N ~ ~ ~`~ ~ tv °3 ~ ~ `~ _ ~ ~ ~ ~ ~ ~ O T . -r ~ ~ t~v ~ ~ ~ ~Z3 cNp tD G YD ~' 6" ~y + ;p ~. ~ O n ~ ~ h; rt ti ~ ~ ~ C ~ ~ Q ~ ~ ~ ~ ~ N Sc ~ p fD < ~ '^ ~ Q ~ ~ ~ ~,• ~ o a~ ro• ~ ~ -~ ~ ~ ~ 'ro ~- n, ~ .-,- O N N ~ ~ cn ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ (D -tl- ~ V ~ e N ro {~ ~ ~ e-F ~ ~ 0 Q ~ ~ r-1. rh ~ Q ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ rt ~ ~ A+ a' ~ ~ ~ ~ tl' n O p "~ ~ ~ ~ *'+' vi ~ Q ~ p~ ~ ~ ~ ~ Q' g3 n ~ ~ ' O N ~ fD O3 ~ ~ ~ ~ ~ ~ ~ ~5 ~ x. ~ ~ ~ h ~ 4) Q ~ X' t83 ~ ~ ~ ~ Q ~ ~, v = Q- ~ ,-,. p o ~ ~ ~ ~ v ~ ~ ~ ~ `.' ~ ~- o ct. i Q m v W r p s n -i -1 -1 ~ -i -a -I ~ -1 ~ -! -1 -1° D ~ ~ ~ ~ cn cn to ' cn ~ .~ ~ ~ ~ W N N N ~. -h to tv !-a cn -ice W N i-~ f-' w N i-~ ~ d "~ ~ O °~ - • - O ~ D ~ ~ ~ CC ~ G ~ O O ~ O ~ 4 ~ ~ ' A M ~ tC . r ~ z ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ S3 f4 p O ~ n cQ• p . ~ ~ `~ N ~ - ~ ~ - ~ Q ® ' ~ ?' ~ n ro ~ ~~ v ® ~- ~ ~ .tp r ~" .Ct1 r O ~ .--r ~ ~ r,, s ~ tt3 . ro ~ ~ ~ ~ ,rt -~ ~ Cy C ~ ~ cp m rD ~ ~ . O ~ n rD ~ rt m m sn ~ ~ O ~ ~' N °~' s tD -S N ~ ~ N rta r ~ ~ -~ sn ~ p p ~ fp fl~ O to PF3 p n ~ p tD ~ ~ ~ v; +n "' ~ ~ ~ ~ ~ c O ~ ~ n ~ ~ ~. v, ~ ~ O ~. O ~ ~ ~ n ,.+ ,-r fD ct? iv -~ °,-+ ~. tip -i ~' ~: ~ m m ~ ~ ~ m ~' ?~ °~ ~ ~ O ~ ~ ~ ~ a~ m m .-~ n , ~ -~ tD c `L ~ + rt ~ ~ O ~ cu ~ ~ ~ ~ ~ ~ '~ ~ ~ , ~ ~ O . ~ N . ~ ~ ~ ~ ~ O ' ft7 tD ~ ~ n ~ , T ~ ~ ~+'~ Q ~ ~ Q h ~ S N ~ O O ~ ~ ~ v • _ ~ ~ y Q --- n ,_,. ~ ~ O ~ ~ ~ ~ ~ ~ v ~' ,~. ~ c m ~ n ~ cu ro m ~'- n ~' ~- . ' O ~ ~ ~ N - as rt> ~ ~ en p,y, - ~ ~' _ n n - ~• vs ,~ u Z3 ~' ~ ~- +~ ~ ~ ~ -q O ~ ~ c ~ to --~ d~ ~ O ~ p O ~ ~ `C ~.~ `G Q ~ ~ ~ ~ ~ N ~ r ~ ~ ~ ~ ~ _~ ~ ~ ~ N ~ ~ .' ' ~ ", cp s ~, ~ ~ ~ n ~ ~ ~ p ~ ~ ~ ~ ~ rt p ~ ~ ~ ro A • a • t-t n~ ~ ~! Q~ R ~ ~.. S17 •'i' Q ~ Z1J v' ('~ ~ ~ ~ ~ .. Q.. ~. N t2.. cD O ~ ~ °~ \ vs ~ -'c ~ tp ~ ~ ~ ,-p C ~' ~: in !1 f'1 ~ N N {0 ~ r_r tg o ~ ~ ~ ~ ~ o ~ ~ to n ~ flr sn ~ 'S n - cD ~ ~ r* ' ~ ~ vti sv ~ ,..t rt fD ,~ cn ~' ~ rr n ~ ~ tQ ~ '~` ^~ i ~ ~ to ... .-r ~, nT ti's vs ~- (D 1~ ~. ~ ~ N -s O ~~ ~ N ~D ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~. ~ -i, r+ ~ ~ ~ O ~ ~ Q. N O lD ~s ,O Lo u~ iD ~o ~ ~o ~ a~ coo 00 ~ i-~ i-~ i-+ i--' i--~ o' 1} ~ eTi a~ ~' o~ in :~ va iv i-° 3 ~ ' i-~ iv i--' ~ ~ ~ ~ rt .-r LI ~ 6i c ~ cc~ ~ < ~ .~'-r ~ ~ ~ G2. tD o ~, cp tD ~ ova o (p o ~ [D `G mCQ_ 5 Q O ~ ,-+ O ~ {gyp ~ ~Q (/') ~ cD '-''' O ~`rts ~ Ll O S ~ ~ rr O ~ V1 ~ ~ 4L ~ ~ N ~ ,~, -s ~ n ~~ ~ '. rp C -s ~ O V7 ve ~+ ~ c ~ ~ ~ no's ~ ~ ~ ~ no c ~ ~ ~ ~ ~•o ~ n.~' ~ ~ocz ®o ~ ~~ ~" ~ s om~ ~~ ~° ~ ro e ~ ~ ~ ~ rt ~ ~ ~ ~ ~, rt ~ ~ ~ ~ ~ Cp -* ~ ~ o ~ O ~ ~' n ~-r i2 .~-r ~ r~-r T3 ~ !~ ~. O ~ ~ ~ rD ~ O ~ < ~ o O ~ ~ ~ ~ ~ ~' .-r ~ tQ ~ ~, ~ C sn CD ~ ,~ '17 fD ~ O i2 ~ ~ C ~ ~ N ~ ~ tp ~ (D Y1 ~ ~ ~ ~ ~ in Cl tD ~ to L1 -^t S ~ i ~ ~ CS;J ~ i -~ s i ~ o S3IJ~1`d2i1S NOI10`d dNd 'S~I~I~Od 'S~`dOJ W31SJlS ~Ib2i1 THE TRAIL SYSTEM o ~ ~ o - o _ o - O - y, } ~ CX7 f6 ~ ~ rn } i n ~• w ,. sv ~ O ~ ~ ~ ~ ~ ~ ~ ro o, ~ N m ~ < ~ ~ ~ n s~ii ~ ~ ~ '_': O rp ~ r O ~ ~', Q ~ ~ n n ~. ~ m ~ C3 ~ CD 3 ~ ~ ~ ~ ~ ~ ~ ~ ~. tD • • ~, ~ ~ ~ cn O 3 ~ 3 rt ~ 3 ~ N ~ ~ °' o - ~ ~ . n ~ ~ ~ ~ o ~, ~ ~ ~ ~ Q ~ s • t_v • D At ~ I ~ 3 ~ ~ ~, p ~ v~ ~ ~ -9 -I -i -i -1 D -I -~ -1 ~ -1 D p~`~ D t~ -p EA} N i--` N t.J3 .jam (.!J N 1--' ~ 'Tt n ~ ~ ~ M ~ ,..h ~ ~ ~. 07 ~ ~ ~ ~ ~ ~ ~ ~ S ~ ~ ~ Q Q ~ O ~ ~ ~ vii S fD ~ rt ~ .; _~ fD .•r ~ ~ ~ h ` ~ ~ ~ ~• ~ "' • ~;, r o O O ~ ~ a, ~ t r« o ~ , <, , ~ ~ ' ~ ~ ~ ~ x ~ to ~ ' 4 ~N ~- ~ en - ~. ~ ~ ~ Qa ; ~ -` ~ ~ to ~' h ~ 5 N n ~ ar v, v ~ f+ N + n _ , v Q ~ < O ti' ~ ~ O ~ ~ ~ ~ ~ Q ~ ~ ~ ~ ~ 3 C ~ ~ ~ ~ ~ ~ ~ ~ ~ CD .-- -Y =r ~- ~ ~ sv ~ ~ ~ 3 ~ CfJ ~ ~ 'T N~ ~ ~ < p' ~ Q F., ~- O ~< O < N . ~ , ~ ~ ~ ~ ~ ~ ' ~ -i, ~ N ~ gy ~ ~ .~ ~ ~ ~ ~ ~ Q ~ ~ fD C3- ~ fl ~ ~ ~ fD ~ Yl ~ ~-r Q CD Q ~ to tL ~ ~ 41 ~ : . . 91 ` ~ r-r O ~ ~ cn ~ ~ ~ CQ ~ r-' ~ fp . ~ lD ~ ~ .sn-t N. ~ ~ ~ ~ ~ ~ ~ ~ rim ~ v ~ to ~ ~ r-r ~ to ~ n ~ ~ fD ~ ~ ~ ~ (D C fU < ~ ~ ~ v ro ~ n ~ ~ ~ ~ - ~. O ~ rt < 4 ~ ~• ~ ~ ~ ~ ~ ~ ~ '''' ~ ~+, vi O ~ LCD cn vs ,vs+ ~ - u' O ~ ~-r ~ ~ - ~ J Q ~ ~ -s ~ ~, W ~ r , r -r ~ ~ ~ O ~ ~ [p ~ ~ ~ p ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -t- .-r t~-*A ~ ~ ~ ~ ~ O v t A ~ ~ O ~ C -n fl~ v~ ~ ti sn ~ - - .-* (j .-o- " v ^ fD ~ ~ fD ~ ~ ~< s rt O `G ~ N tta n ~ Q '~ ~ ~ v, O ~ ~' o ~ O ~ ~ O N .~-r ~ ~ ~ ~ r-1' Q --h ~ ro ~ (~ (~ .-F~ ~7 Q ~ ~. a ~ ~' ~ ~, ro ~ o ~ ~, ~ n -~ ~ ~ ~ 4 ftS i~ flt ~ fir, -z [D ~ ~ -~ -~ -i -a ~ Gti -{ .~ t,1 a W W W W ~ O N ~ O O r''. q -, O w -. n ~-': ~ O rt. O C w ~ Cl - 'N=' ~ ~ O n O ~ v, , ~ ~~~? ~ ~~ ~.~-~ -~ -a ~ mom - ~ ~ o o~ N ZS ~ N ~ n n O .~ ~ a ~ n '~ aro ' rn O. ' t ~~ ~ O v ,~ ' ~ rt O ~ ~ ~ ~ O (D p s Q ro ~~ r lfl en° ~ rn m ~ ~ ~ Q ~ ~ ~. ` ~ ~ ~ ~ ~ 'c3 ~ O- _ ~ `C v v ~r m _ ~ ~..,. ti1 rn ~ ~ O ~ ~~ ~ ~ n ~ ~~, ~ ~ ~ y Qnj . ~ Q ® ~. ~ '~„~ ~ Q' n h ? ~ ~ n Q ~+' v n! t D ~ ~ s ~ O- ~ r'' O ~ Q ' ~' rt3 ~ ~ h O ~ ~ ~ ~ ~ ~ p O ~' 'a ~ O ~ e cg n CS` m ~ "{ i s ' fi tD ~ N 1 LQ ~ ~ ~ Q i Q- t p I ~ = ~ i . r ", ;. ~ ~^ y - . -l -1 ;~ -1 D ~ -t -i D ~ -1 A' w w w w~ '*• ~, N rev N "• y ~ '~ 1--~ F-` t~ N ~ W N H ~'< IV ~ ~ ~ rt t + ~' ~ -p 'T'1 {„P) Q ~ 7C7 C1 W ~ ~ S ~ 1S Ag ~ ~ ~ ~ . ~ ~y 3 '9 . ~ n m °' ~ u co ~ m ~ c. ,~ L3. w ~ iZ ~ n O O n ~t ~ to ~ O ,~+ ~• tai tU rD ~ C m iz ,.,~ ' O ~ ~ O {p ~ O tD ~ ~ v m of . n ~ v ~ ~++ O ~` - ~ cn ~ rt, R5 ~ ~r a3 ~' ~ cv "a ~ ~ ~ O_ N ~, ~ ~ O ~ N ~ m ~ ~ ~ ~ r3 ~ ~_ ~ CD ~ a-t ~ . ~ ~ v ~ LZ ~ ~ N '-P ~ flj N , ~ N ~ ,,y, ~ ~ Q rt rr vs C Q -. fD `tin lQ O ~ ~ ~ ~ ~ r-t N .-t ~ fly ~ ~ ~ ~ y ~ n ~ ~7 ~ ~s CD S ~ tD ~ 0 ~ ~ '. _ ~' ~ ~ O ~ ~ O ~ ~ cn • ro O ~ v~ ~ ~ • O ~ ~ ~ sv .-+ ~ -~ ~' rn to c n ~-+ O su ~ v+ ~ ~ v ~ rt ~ m _. ~ ~ 'p (D ~ C O to O -S na cD O O ~ su - ~ - ~ S2 in ~ ~ '" I' ^ ~ `~_' i i1 n 9n p + f ~ iD 'rt ~ a~ ~ fl ~ ~ C ~ .- ~ Su ~ ~ r* ~ ~ tp ~ O_ (D Q -ti Q- `. .-r c ' '-* ~ ~ S ~ O ~ tg ~ ' .y v N ~ ~ ~ rr ~ O ~ ~ ~ `-'~ ~ ~. ~ ~ O ~ d 3 ~ ~ -~ - tb ep -++ O flr Qi ~ ~ si ® ~ ~ a' ~ ~ ~ o D ' ~~ ~ sv -rs ~. ~' • ~ m ~ fp ~ O r+ N O O iu -~ O -s Q- O tD ~ N '-+; ~~ ~ ~ Q ~i ~~ ~: Q~ o S~IJ~1`d2ilS NOI1.7b dNd 'S~I~I~Od ~S~`dOJ InI~1SJlS ~I`d~ll THE TRAIL SYSTEM ~.-~ ~ Q u~ w ~. ~-, .~ ~.~~ .~~ ~ ~ S ~ O O ~ N ~ '~' ~ ~ ~ O ~ ~ ~ ~ ~ ,-. cn w <. ~ <_. ~ ~ ~ ~ ~ ~ ~ ' tD ~ s ~ D Q~ ~ ~ ~ v n G ~ ro !p ~ ~ ~ O cn '~ tp ~ ~ ~ ~ ~` ~ c c2, '-`' m ~ ~ ~ ~ ~ lD ~ ~ ~ N [D Qa ~ ~ ~ ~ ~ ~- "' ~- w ~ i "-' ~ ~ i v ~ . ~ ~ r~ ~ ~ ~ ~ ~ ~ ~ + ~ ~ ~ p ~ a~ ~ ~ cia ~ i n ~ ~ ~ -*~ ~ ~ ~ ~ 4 < ~ ~ ~ ~ ~, ~, ~ n " w w w • 'cs v~ in ~ i-~ iv i--a ~,, w ~ ~ ~ O ~ ~ ° ~n ~ i s u ~+ ~ Q' rn O ,-~ n~ o ~ ~ ~ - c ~ O ~ ~ ~ ~ ro ~ ~ ~ `~ o m c m ~ m < ~ m ~~ -E ~ ~ ~ ~ ~~ 4 ~ ~ ~ rn Q ~ ~ ~, ~ ~ rr ~. ~ o S~ ~ m ~ -~ o ~ ~~ o ~~ ~ ~ ~- v ~ ~ ~ -z -U tD C ~ O <_ ~ ~ ~ ~~ O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v ~ ~ o o ~ Q ~ ~ as rz m ~~~ ~ w ~ ~ m '+ cn su ~ ~ ~ ~ r. 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Al CD ~ C<D KA O ..,, O N• CD ~ ~ O ~ ~. ~ (t1~ ~ Q ~ -~~• ~ ~ ~ N C~> ;.U O .O ~ O O C CD n O to C n O Vtg ^`. ~ ~ n ~ C "vs ~-o ~m ~ ~ ~.o m-o ~•~'",n~,n ~, ~~ ~ ~ ~ c6 O Q ~~ .moo ~, cD ~ Al ~ cD• g-`~ (n ~ ~ ~ O (Q ~ O ~ D ~" ~ ~ ~• ~ -O ~ O O ~ "0' N O N ,On_„ O ~` CD CA`p ? tgD ~ cD ~ L]' A~ -« ~ ~ ~ ~ O ~ CD {ta ~ fD .-« ~ ~ n ~ ~ O ~ Cp ~ ~ ~; ~, ~-O 3 ~ CD ~ ~- ~. {Cj O ~ "° ~ ~ ilj O O OlDO~00o<D~ ~suc~c~oos~w~,- °Qn~o usoCmn O-~~m.~~O~cn~<oQO~O ~ cn~o co-a~ ~tu~°~n C • • 0 -,, _ ='~ O °C7 (7 v) O ^"' ~ (/3 O• -' ~ n n O 'O ~" a' 'p '~ ~ C ~ 'O "~ Sv ' CD n ^" P.v C C11 = A? ~ ~ ' tD 't ~ O "O tD O tD O O °" "B O' O {} ~ (D ~ tD ¢y ~ ~ ~ O O r"': C O A? ~ ~ N N`~o O n ~p n C 0 -~ ..w o Aa ~~ c L7' -t _ n ~ ', •~ .0-. ~ ~ O O O N tES . L "O ~~ o_ m_n,'.,`~ cn' ~ ~'. 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N . O O n ~~ ~ v3 n,~'~ n ~ `O ~ '''. ~~ -s sv ~ ro ~ Q O -Q :v -~ t-+ N t0 h-s O i~ F-+ i-' o n ro ~° n ro ? r-~- O o O ~ ~ ~ fl3 "'3' f/1 ~ n O 0 n` its O '.~ O Q ro Q} O O~ w ~ r« o o ~ ro ~ ~ C1 a3 ~ t!1 ~ 43 ~ ~ ~ Q ro ro ~ G' ~ N S ~ Q3 rt ~. s~ s13 ~. = ro Q- 43 ~ ~ ~•~ ~~ sv ro ~ ~ sL n ro O m n ~ ro i~ ~ ~' 3 ~, QQ ~ ~ O p ~~ ro ~ ~ N: .+ - n O m~ O O cC~ v iL Q ro ~ ' n ro z3 D t-' n '' M ", C~ t-~ ~• t/1 ~': .,. ~ '+ ~ 3n v ~ ~ ~ ro c o v ~ ~ ~ o S ro ro ~ Z5 ~ ~ ~ ~ ~ ~ ~ [/3 O ~ ~ ~ ro ~, ~ n ~ ro S sL su '+. va ~. o iv ~ ~ o Sv ~ ~ ~ O_ ~ O ~ n sv ~ J ~, sv ~ ~ LL ~ ~ ~. Q O ~, -s ro W S3IJ~1`d2i1S NOIJ..~d aNb 'S~I~I~Od ~S1`dOJ SWb2iJ021d PROGRAMS W ~ ~ Q~~' < m . o o O v ~ . ' O ~ ~ - ~ ~ O ~ `~ z ~ O O ~ CE} ~ ~ O O ~ ® C '~'' ,~.~ ® fD ~ . ~ ~ ~ ~ ~ ~ v ~ ~' n ro _. ~ r+ O ~ : ~+ ~. Q ~ ~ ~ to sss ~ ~ ~ ~ p n O ~ ~," ~- ~~~ ~ ® °' v ~ Q rt ' ~ O ~ r*; ~ O ~ sn ~ ~ .-r O ~ ~ ~ ~ fp ~ fD ~ .-+ ~~ ~ ~ !p ~~e, fm's ~ ~ "~'i Q ,y,. O O ~ ~- n i O ~ c v O ~ ~ ~ ~ Q' ,..t. ~~ ° . o~° ° Q ~m ~ v ~ ~ W ~ 0 N N ~' y ~, ~ r ~--c~ ~ n w' ~ ~ o~= r v -v ~v W W W N t-~ F-' F-~ N F-' ~~ ~. to ~ ~ ~~, ~ h ~ X ~~r ~. ~ ~ ° ~ a ° ~ f°-~~~ O tQ Q ~' _ C2 (p N r-F S ~ ~ ~ ~ ~ ~ ~ ~ ~ ® r-F. ® _ v * D ~ ~ ~ O ~ ~ -g ~ ~ ,,, O zv ~ ~ O ~~~~ ~ 4y ~~ ~ ~, SSa ~n. ~~ o oQ ~ ~- , '~:~ Q~ ss:m ro m - Coro ti m o v~ ~ ro vQ ~ ~~ ~ `~ gU ~ ~ ~ < ~ Sv ~ ~ rs Q ~ r+ n [D 'a `~• O~ ro O v ~ - ~n O O p ~~ ~ ~ ro ~, { ~ ~ B ~ ~ n N ~ ~ to ~- ,~.~ r -+-, ( p ~ n~Z3 p 3 v 3 n ~ ~ ~ ~ O O - O O ~ ay' n ~-' ro zS ~ ~, Q ~ Z3 O-~ ~' ~ ~ ~= -,•O ~ t0 O.. , ' m ~ ~ c0 cn ~ c n ~. ~' ~ ~ ~ ~. N ~ vas f6 ~ ~ ~ `^ `~ ~ O ~.,. S G O N ~ m ~ O ~ ~ rD c4 [D ~ '~ ~ ~' ~ ~ Q O A N O ~ O ' n. < cQ n - ~, ~ O n ~ ~ ~ ~ ~. ~ ~ w v Q~ r_r _ O' N ~ ~ ~ Q 63 f3 '~ ~ ~ ~ tII ~ ~ ~ d;` .~-t.-4 n ~ ~~~. w; ~ v Z'' 0 .~ D ~ ~' 'a v ^ ~ ', N N ~ Cyr ~ W d .C .* ~ ~ ° < O-•~ ~ ~ r-h h .~+ s ~~~~~ B n rt ~ ~ ~ ~ ~ v ~ ~, ~~ ~~ ~ ~ =~ ~ o ~ :~ '~ C a, ~ ~ si ~' ~ CB N ~ h ~ ~ O N ~ ~ ~ ~ v ~ ~'_ s ~ r-r fD ~ n m v' _~ N ~ N O ~- ~ ~- ~ O r c~QD ~ ~ ~ ~ N ~~ ~ ~ ~ ~ O ~ ~ ~ ~ n tf] ._+ n ~ C ~ h ~ C v ~ a~ O_ ~ ~ ~' O ~ ~ ° 3 v ~ ~ K. CQ O C4 ~I N v O W LJ'1 i--+ ooN.n ~:~~~ v ~ '* Q rr, c O O ~ n ~ O ~ ~ ~ ~~Q~ o~~'~ ~ E r-F v ~ n v ~~~a" ~, -~ ~ _. ~ ~' ~ ~- ~ y n, ~ ~~ ~ v~~~ <.~~o ~~ ~ 3 N ~ O c~'is _ ~ O ~ O Q ~ 7 n0 ~ m ~ ~ = ~ • ,-+ ~ ~ N ~ ~ vs O v ~~-,~• ~ -mot, D ~ ~ ~ ~ `~ vs Wit] l"1 ~ ~ ~ O ~ ~~ ~ n •-* ~ ~ fl ~ ~~ v N .p, N ~ v ~+ zs ~ m ~ S ~ O cn ~ ? V1 t1 ~ ~' O ~ ~ ~ S ~ to ~ ~ C ~ 't ~ ,~, ~ O S ~ ~~~ ~ o ° ~ o ~ ^ O Q ~ ~ ~ ~ Q ~ ~ ~ O Q n `< rt ~'O o ~ ~ o ~ o v~r~ ~~Q oQ~ °~~n ~ ~ ~ ~ ~ ` °f cQ ° ' ~ ~ ~ ~ ~ ~. .~,~ ~~ ~ `~~-~ n ~~n ~ ~ ~ ~ O ~ O ~ O obi O ~ ~ ~ ~'~~ Q~°~ r+ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~~ ~ ~u ~ ~, ro N O ~ ~. o < -~ ~ ~,• c ~ ~_~ ~ ~ ~ eD ~ ~ ~ ~ ~ ~ a O ~ -s Q. s~,~ O ~ ~ .-+ {p tII O` O.. ~ ~ ~ <~ ~ ~ ~ O ~ n ~ ~ ~ o II3 ~° O g ~ ~ u, fp tD -~ { r-r ~• ~' m `^ ~ A N ~^*. ~ O ~ 3 N m rt ~~ ~ ~O ~ v O ,rt ~ O p ~ ~ O ~ ~ ~ o ~' ~ ~ '~ ~ O t_. r~-M ~ ° o a~ ~ ~ ~ '+ a~ ~ c~ o- ro ~ <. ~ O n O `~~~ ~, ~ ~ O sv O ~*. as ~ Q~ n ~ ~ ~. ~ s C ~ ~ ~ ~ ~ ~ ~ ~~ r 4 s ;~ ~' Q Is ~ ~ -A i~.w to _, ~ - ~ bo ~.t tr in ~ i u n r-~ `~ :p -~ ~ ~ -~ m ~ ~ -, ~ m < ' < ~' ~ tp n 411 fD _,, ~ rr ~. _ ~-+ ,-,. p- ~, O tp -, O ..a -a bN 3 g nn o~., .~ ~~ ~ ~;.~- o~~ ~ ~N. ~ fly ~ .« ~ ~ ~' ~ ~ u, ~ ~ n .-+ Q ~ ~ ni ~ -: cp ~ ~ m ~ ~ ~ ~ ~ ~ X N C ~ ~ ~ ~ ~ ~ O m ' _ '.~. ~ ~ ` O ~ (D a c -Q m ~ _ ~ ~ ~ ° ~ r-F -h ~ ~ ro r-I- N ~ ~ ~ C ~ rr O iT ~ ~ C r 3 cD ~ y O n `G ~ ~ ~ ~ ' ' -h '^ n ~ ` ~ -s o ~ a .~+. ~ s C2. Q ~ ~ C O ~ ~ c ~ ~ '_ ~ a' ca o p ~ ~ ~ ~ro acs ~ ~ -• ,.., m v ~ °S ~'C1 `~ o ~ can D X v n ~` ~ ~ ~ o n =r_ ~ ~ ~ Ai '~ + . N ~ O `^ N. ~ . ~ ~' ~ ~ s u N ,ro O ~ ~ = p ~ ~ ~ n E^ ~ O g ~ ~ ~ ,-,~ c~D N `~ ~ v v lQ t9 d Q ~ ~ ~ -g t S ~ ~ -~+ ,-+ ~ r-r < 'a ~ ~ ~ to ~ ~ ~ O ~ O tD ~, g ~ S rr (D ,-=r tD '_' w 'a O O O H ~ .~+ ~ O~ ~ C O ~ ~ ~ ,~. ~ ~ Q O ~ -~ iu N - i, O ._r O ~ ~ p ~ ~ n ~ ~ ~ n ~ n ~ _ ~ V... ~e ~E ~ ~ ~ ~ ~ _ E O ~ _ ~1 1 ~ h O Q s "-+~ i-~ ~ ~" ! 00 `J CS1 to to -R~ ~A W O ~ * ' (R r* : y ~ "'t ;. ~ : h ~ n m ~ ~ C p v Q C O p ~ Q ~ ~ '- v+ ~ a' 'v ..O m ; ~ ~ ~ ~ ~ cD ~ -F+ ~ S -O O ~ ~ ~ ~ D O O n ~, ~ ~, ~ ~_, m Q ro ~ ~, m ro ~ ~, ~, ~ ~ -• a O v -~ c n ' r« m -, ,--~ ~ -s ~ c~ -p O_ ~ N, ~ ~ ~ -` n _~• ~ p~ ~ (p ~ • ~ (p ~ ~ ~ O ~ N ~• -t ~ OG ~ O rr ~' L2. fC ~' ' H O to O ~ ~ ~ ~ r-P • ~ ~ e~+ Q .--r ~ tU ~ ~ ~ ~ ~ ~ ~ ~ Q O N Q- ~ ~ ~ ~ ~ tD C2. O ' ~ ~ n O ~ s Q' ~ ~ O ~ J4 r -~ i ~ n ~ ~ ~ . •- "j ® O L'1. ~ ~ ~ n ~ ~ ~ ~ ~ i Q s O O ~ n @ cn ~ (D ~ s O O ~ v ~' ~ ~ S .C O y ~+ ~ r ~ Q • ~ fD n - n 0 ~ N Q. ~ ~• t=iE N• r fsD N N ~ ~ ~ n ~ ~ ~ fr "~ ~ ~ ~6 1f:3 Z3 N CD ~ G ~ ~ ''~' (G ~ O ,~~. O ,~.~: O tD -+, su rn-F ~ H N a) ~' ° ~ A `-* ~ ~ O ~ ~ Sll (~ ' ~ ~_ ~ C D {{ • (~ -h O 1 ~ ^y~ - -4 ~ . I ~ I G (A 'Z S~IJ31`d~I1S NOIJ..~`d dN`d ~S~I~IIOd ~Slb'OJ SW`d~IJ02id PROGRAMS -~ ir, v, v, 'v, ~ C m va :.p iu iv n < m vs ~ -n -+~ (~ ~ ~ m n ~ en Q O ~_ ~ O ~ ~ p °~. ~ h ~ tD ~ EQ [gyp ~ ~• ~ =F ~ ~ i^ ~ ~ h_ ~ ~ ~ "z ~ ~ :-r ~ O Q ~ h ~r < ~ n O -'` ~ ~ p- ~ ~ ~ tD r+ O ~ ~ ~ ~ tp ~ ~ ~ O tp cB ~ cn ~'` cn ..p C~1 ~ O ~ Q ~ ~ -q ~ ~ ® ~ N ~ lQ ~ ~ ~ ~ °n~` ~ n ~ ~ ~ ~ ~ N CQ ~ ~ O O ,~ P* rD m ~" ~ ~ ~ O v ~ N { ~- O O .~ ~ (p ~- sn O ~ ~ vs rD Aa C6 CD ~ D ~ ~ ~ ~ ~ O p G -~ rr t^ N [n ~-+ ~ ~ O ~-r ~ ~ ~ O ~ ~ ~ O ~ cD O -n C db ~_ to -` z O ~ -~ r-r ~ lp rr. -c, us II~ O m v O ~ ~, r~t> ~ ~ ~ ~ Q ~ ~ '-r ~ tD .-t ~ ~ (gyp ~ ~ ~• ~ ~ c.~: ~ v o ~ ~ O s ~ ;~ ~ ~v ~ ~ ~ ~ ~ 'o D an in crE in in in ~ :A :ta^, O1 U~ U'i iJi .p W N N N ~• F-s 6.tJ N N N F-~ W N N 3 H v rt ~-+• < p cQ z7 m a, n C c °v v cn ~v -p ~ -^ ~ sv ('1 ~ '^ v ~ C"1 tT ~I fD rp ~ ~. ~ O ,'n-* ~ O to `~'. ~ ~ ~ ~. n sv ~ p O ro ~ O ~ p ~ O ~ ti3 ~ ~ _ fD Q Pp -s ~ r3-r ro ~ ~ ~ ~ ~ tQ f~B ~" o~ ~'' ~ S2 ~ cD ~ ~ ~ r-r ~ C ~ ~ vii 'p ~ O Q (p ~ ~ tD en ~ ~ ~p rr f-r ~ ~ •+ ~ :y' ~ ~ ~ ~ Q (D ~ ~ C Cb O ®4'' tp ~ ~' tQ ~ ~" lQ ~" CD ~ to L1 O ~ ~ ~ ~ ~ p- ~• [~D N Q ~ ft> fD ~ ~ ~ .(D-t to f6 ~' ~ Z7" {p ~ 4~ ~ j' ~ O ~ ~ rt <. ~- r'r ~ ~-+ r+ (~ C3 ~ ,-t ~ g-~' ~ < 5 ~ ~ O C€s ~. tD cn ~ .-r O r-r _~ v O `< n r-r gy,' L2. ~ ~ "O ~ u ~ O Q. ~• rt ~ O ~ N S m ~, ~ C ~ ~ -, `G C ~ u, _Q ~ ~ ra N ~ ~ ~- ~. ° W ~ ~ ~ Q" Q v,' p cn v rr, n ~' p ~ ~ c~n~~-n Q O ~ Q O ~ O ~ ~ °_ ~ O ~ ~ ~ Q ~_ n N ~ ~ Q C3' ~~ Q O .-r t.i, II7 ~ O fD ~ ~ to Q O C ~ fr -p ~ O CEI uy n dp ~ ~ ~ rr tQ ~' u' ® ~ ~ ~ rs rD rx-r ~ ~ ~ tQ ~- _ v' `G Q 'O ~ 'rJ N ~ Q~ s~~ ~ o ~ ~ ~~ ~' ~ ~* 3 ~ ~ ~ ~~ ~~ ~•~ s~ `gy'm ~~ ~~ ~ m ~`~ ~ ° ~rto ~ ~ v ° ~ ~ v c -O v4 v, ~- r,: n ~ -~ O -~, m -" -z ~ ~ ~ ~ rn ro As ~. as ~ ~ < ff> tin ro v,' ~ O ~- ~. ~ ~ ~° ~ ~ "' ~ "' ~ ~ ~ r+ ~ ~ C ~ O vii ° ~ ~ ~ ~ ~ O ~ tD !n rp n ~ ~ ~~:; a 4• w • tlf ~ ~ ~ ~ in in tn in ~ i-~ in co vt n' o ~. Q ~ Q ~ ~ ~ _ ~ cn ._I; ~ C ~ ~ ~ cn o O ~ N~ ~ `G -n O ~ ~ (D ~ C ~ l6 Q~ ~ ~ C ~ ~ -r, ~ o ~ • ~ n tD ~ ~ rr• vi ~ r+ ~ O cn o cyn ~ ~ ~ N ~ ~ ~ p ~ ~ n ~ v ~ ro ~ ~ o_ o ~ ~' c v '~ r+ r+ ~ 41 ~ ~ ,~~ o- ~ ® ~ ~ ~ ~' ~' ~ ~ ~• ~ c v '"' ro ca ~• ~ ~ ~~ +ss -~ n o ~ c lQ ~ O ~. N '~ . cD.,. ~ ~ ~ ~ ~, ~ c a. ~' ~ ~ 3 ~ ~.~ ~ • CD -4 cn Q ~ N ,-+• ~ • a~ ~ ~ ~~ a n~ - ~ a _3 - = ~ ~ 1, cQ o °' ~ ~ ~ `^ ~ o v ~. ~~' ~~ ~ ~ ~ ~ ~ ~ v 'o -v ~ Z- ;A, v~ in yr in cn to in in cn ^ ~+, i-~ i-a i-> i-x i•o ~ ®o ~ v co o co o i1 iv i-a iv i-i W W N N N%-„ .* , 1 a/ ~ ® rt ~ { p ~ ~ ~ ~ o ~ ~ ~ ~ ~ o ~ p ~ S C ~ m X r# A ~ ~ o ~, ~ ~ fy ~, o c ~ Ica o 0 0 ~ ~ r+ ~ -a o o_ -, -a ..' • o to ~ ~' ~ o ~ n• ~' ~ ~ ~ ~ ~ CS ~ ~ ~ ~ ~ ~' ~ ~ "~ N : -r -~. . S o ~, ~ ~ ~~~ o< ~ ~~~vm~ 3-a o ~ ~ No . ~ ~ ~, ~ ~ ~ ~, o ,,. ~ o ~ v ~, m ~ ~ ~ Z v o t~ .i9''-~ ~y c" ~ ~ ~ ~ cis ~ ~ ~ °~ C ~ O av ~ ~ ~ ~ • ~-r N . S ~ o ~ cn ` sn ~ ~, fp CL ' Q- -z G n t D ~ ~" -r. -Q -+, .ter o~ {p r-r ~ o " ~ tD N ZS ~-+~ ® ~ ~ ~ < ~ ~ t~D ~ cep ~ ~ to !D n ~ N ~ ~ ~ sv ~ O cn ~ ~ tD s 7y Cl r-r n r•r N ~ S17 ~ CD N < (~ _ e-i ~ Q ~ ~ ~ us zn e-+ ~, ~ In G ~ o eD ty• lD• ~ ~ fD + O l~ to {~ ~ rt , + In O to r ~ ~ ~ ~ ~ T3 ~ -~ <~ ~ ~ m te ~ o v Q ~ p ~ c D . r - f-1. ,.,. O ~-* ' ~ ~ ~ O c z ~ ~ ~ ~ ~ ~ o m n ~ can s `~ ~- -a N ~ ~ ,,,~ ro v m o o v ~ S3IJ31b2i1S NOI.I.~b dNb 'S~I~I~Od 'S~bOJ SWb2iJ02id ra ~:' ~; ~y -~ ~.~ _,~~ ;,.. ;; ~5 i` i L. ~`: ;~ _~ , ~» r ~~.~. ~. t .. ~: ;~ 3 . } -~ ~.'~' -, `~ ~~ ~ _ ~.' f ~~ vd ~, x~ v d ~ H ~ ~ Ci ~ 7 ~ C d N 3, 7. ,x N fD :' T K N + N_ G C1 4i '. 3 . fD Q 7 O d ~_ ~ ~ ~ ~ ~ Q. ~ ~ O O N ~' S C~lS ~ Q ~ ~ O O N ~CQ Al O~ ~ ~~.•~ ~ O ^" a`-~ ° ~a s~ ran~`C ci(D_3 O~tD O o n.p.. ~ C3 '1'1 O lU tD o~ ~ ~p ~cn ~ ~.~m ~ ~ ~ to A i~ m c'-n n~ ~ 3 ~ -gyp c-n n`<~.p;.~ A~~'~ v'tQ ~ ~c ti.csn~~~-«OONCnOO....,.tn m su c ~c w c ~ a- ~?' ts~ cn ~ ~ :~. ~ ~~~ =; a ca ~' m .-~'-~''~'Om ~'~ ~ ~ ~ ate' ~~ cs m e,ocgcDCD va ~~, O ~ LU ~ O ~ O ~ C ~ Q cn ~ O O cp ~ Cj Ca ~ ~ ~ ~ .-« O S~ ua C1 ~ ~ ~ ~ ~ CD CD . p ~ C ~ ~ ~ ~ ¢~ c7 O IV V-a. ~ ~' N ~ ~ ¢? ~# ~ ~ O O ¢} O ~ ,~-f ~ O ~-"~~m• ~Cfl~ us ~ ~~ O ~ O t! C ~ < ~ O `e: ~ ~ ~ ~~ -a °e ~ "i'1 O O °~ C'~i O O ~ mS fE7 .~~. O Cn L[3 i ~ °-~' Q. -~ ~- ~ vs r p O n N 0 CD ~ •QO ~~ 'p ~ O N ~ ~ ~. ~ ~ O n Aa ~ tD O ~ ~ O ~ ro tD CD O to ~• ~- O ~ O ~ ~~ 1D ~ ~ ~ O: ~ ~ W ~ O ~. G3 ~ }y ~ -p ~ ~ ~ N ~ O CD ~ ~ 'G tp Q CD -` = ~ -~ C CD ~ ~ ~ O ~ G ~ _.. ~ tD O ~. ~ A~ il9 {~} .-t -p _~ _~ ~ ~'~pcsoriap s ~" ~ C/3 -t .~ ~ ~ ~ ~ ~ ~-~ ~ ~ ~ ~ ~ ~ ~ ~ n ~C~'O O ~ ~ ~_ CAD ~ -" ~ ~~~ Q ~ ~ ~`'C C O-C ~ z O ~ ~ ~ ~ r-« ~ ~ ~ CAD "'"' C ~ ~ O ~ ~ ~ Q ~ ~ ""' ~- _e O N ~• vs -~ C ~. O `~ O US C7 N ~ CO_'3 ~ ~ ~ ~ O ~. - ~ ~ ~ ~ ~ O ~ ~ N CCp ~ A~.~ ~~ ["~ f ~ i 1`` F--` N lD o SPECIAL EVENTS n'm ~ ~Q-o n`~ ~ ~.°-o ~'a ~.~ro 3~ ~~ ° ~~ca ~ ~. < Ica •"' ~'~ row ~ ° -~ ~ ,~" o. °- ~ ~ ~ .-~ ~ .a ~ ~ ~': ,~ v=i ro ~ -~ o_ ~- ~' ~' ~ ~- ro o o- -M:oo-°C7 oro ~rocn o ~~.~,-°om o_.rocro .-~....°C3c~e .~. ~, ,~ Us ~ ~ ~.ID O cp ~ Qro°e C ~ ~ ro ro ~ ~.<~.ro ¢3 O~ n ~ X S~ ~ ~ ro ro ° ~.ro _.° ~ ~, ,-• s2.c`n a ~' tv~ ~ = ° ~,'ro ~ ro o < Q~~ ~~ o~.~. vco cnozssi ~ ~w ~~ ro3 .~: ro-~o 0 ~. ~ ~ _~ ~ ~ ~ ro ~ ~ Q ~ m ~' ~ o' o veroi~ w m ~ ~ w'~•~a ~, ~~~ ~~' ci .-..~ ~e ~ ~ ~ o ~ ~e ro ro ro mcn a-, cn v, ro °-m ro ro ~ ro ro croi-~ ° ~~n <~-~ ® o o~ ~~ ~~ ~_~ Dn ~ ~ c ~,'-13.7 ~'ro ~~ ~~-s~ ~ ro ~ ~ c~n,~ ~m ro ~ m ~cfl pry°' ~ ro g-o ~' m v-~ -O e Q Su ~'~ ~ ~~ ~ ~~ ~ ;c ~-~~ ~-~ .~ cu ^-.,~~_„ca ~t ~ roe o ~ ~ ~ ~ .~ c, m~-o°~ _'~' ro~roro rooms r cQ Q,-~m ~ u ~~ ng.oo~.s~ .ono- s cnropro~,ro svco ,~ ~,ro~~roa ~~us~ro3o~ r*n~~°® e ~~ ~~ ~.~ ~ s ~~.~~ n ~~ ~ro ~ ~ ~ ~ ~ ~ es ~c co o ~ ~' ro ro ° m -~ ~ rn~°.,eo~m~m o~T°-°m ~~ ~~ sA~ro~3~~.~~o~ro~-I C7 ro ° ro ~ ~ m ~ ~ ~ ~ ~ ..e '~-o3y7p ~ ° ~ a or~~as~m®~-o- ~ ~ ~ ~ x- ' ~ -' ~ ~ ~ n i °~ ~ ~_ o N c c cn ~ ~ vy D m ~ r n m`e ~' ^,~ r n , ' v> ~ ~ m ~ ~ ~~ w r~ ~ i sv ~ o ~ ° ~ . `e ~c ~ m ~ ~ ~-~ ~ ~' ~ ~~ -, < ~ o ~ ~ o'er a m ~ a~ ~~ ~ ~ ~ ~ ~~~' o ~'~ o cn.-na~ ~~ ron - ' s~.v°,-~v, ~' ~ ro ~Q°-°.c ~ o- ~ -a ~ ~ ~~~c~ ~ ~~ m m ~ ~ o ("~ ~ ~ o < ° ~ pie ,~ ~~ iU ~ ~ q' ~ va rt ~ ~ ~ ~cQ CD m ro n o ~ ~ ~. n- ~ ~. y ~ < ~ o cta ~ r,. eoro~~,wco ~'e°cro mc'i~ ~; '~ o ro-o s~.-,.~-,- m ~ 3m < `~?.o ~ ~c~ o ~ < ~ cn c~~e cro = ~ ~' ~ ~ ¢? c m ro o ~ p c'~n~ ~ ~ ~ c ~ ~ ~ ~, ~ ~~ ~~ m '~' , V . ~~ ~ o ~ ~ ~ ~ ~ O• ~ ~ ~. {gyp °-t ~-{fl C7 ~ ro ~ ~ ~ L7 ~ ~ Q 3 ~'°~' ,-~« -%., ~ ~ ~ A7 ~ ro ~ ~ ro " ~ ro ~ ~ ° ' ~ ~. ~ ~ ~ ~ _ ~ p ~ ~ ~ ~ ~ ....... ~ 41b ~ ro ifi ~ e t ~. t i Q ro Q `e ..,, ~ P3 a O O ~ m ~ < O m O n'C CDC ~;~ ~ ~ = O m '00 ~ 3~0 ~ C17Q ~ ~ Q r p ~ ~' ~ ~ m ~ ~ ~ ~ ~ • s s • • • • • N ~ ~ rp '~ ~ O ~ ~- C ~~.° ~ mmC)=~c>S~cn o"~~ aN ~m ~ ~ ~*m ~ ~ ~ Stu ,..o -,~ ` 'm~'~~~N ~~•~~:oc~~ morn-1~~'~.m ~mro'~' mv-m7amtmumo ~sa~~m~7 m~m~~°rt oO•sirri-O~:-*m mmm,,.-.p ~m~n O m ~'m ~ n 'O~ ~ ~ m c m~ ~ o ~ ~~ m ~ ~~ ~ Hsu ~•~ ~ _~ ~ r p n m ~cn cn ~ m ~, ~ ~'c? ~~ ~ m ~ ®w ~~ 3~m m ~ U`m~~ ~rOis~ `~~.:~-n-a~~m ~m~~~mccDCnOr~n m o ~ ~.p ~ ~ w a~ cmi.ums ai"~ s~.~m-y-y•~m ~~ ~ ~~ a ii 3v p O~ ~ ~•~ ~,x ~'c~ ca cn ~~m ~ ~ o o ~? ° o Q a:m ssa ~ ~'n O~ ~ O ~~ m ~n~ m O:~O ~ m ~~ m~ m m~~~. -~~;~° ~'mnm N ~ ~n~oo-"L3vs~Qm m ~ m ~ ~ a~i ~ ~ ~ r,. cn w - ~ ~ ~ m -m w ~ o ~ ~ ..-,. s ~ ~ ~~- ~ ° ~ ~ ~ - .• cn sa a m ~ us ~-. m rn m ~ oo ~~ ~ ~ ~ ~ ~ m ~ w m m ~m C ~7 y A C!) -C mo ~ m n m ~ ; ~ . ~ o z3~c n ~ ~ -st .. ~ ~ m m rn• n. ~ c m Dco ~-* O m S.v °o~m P. .an m ~- ~ s~~' ~a ~~ n s m . p=: rt2 -z C ~ C O ~ ~ -.~ mn.~, - ~ i2 -• O G ~ C~ ~ ~ :.« O' .-. ~ Q. 3 ~ . ~ ~ ~ o~. 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Cl. m s m ~ m O O O n~ N~ `G ~ i7. mi ~ ~ ~ ~3 ~ ~ A3 ~ ~ Q O ~ ~ O ® < S r?.m t -c C S1~ ~ " m ~n ~ ~ _.. m ~ ~ ~ mom -p~ ~= Wm ~~s3 C7s~7~-gym ~' ~ " ~ m ~ ~ O ~« ~ m m Su c m on c iv ~ a o ~ , ~ Q.. ~ ~ cn i ~ m A r~D o ~ m ~ a~i ~ m ~ ~ m u N , o ^~ a0i <~D" p ~ O- ~. ~ m i u s rz--~c4 ~a.Q'o. t c ~~'u~ ~~~~m~~~ ~• i a o ~ ~'~• arm ~ ~c ~m _ . m~~m ~' ~ _ _, ~ -~~-°'~ ~~~~~ ~~m rn ~' ~' ~ m n~ o mm ~'o~~ p ~~ ro m m -o --a ~ . n - ~ n. ~ .~ n o. ~ m ~ ~ ~ ~ ~ O O ~ ~ O O °' -« ~. ~' m ° m ~ ~ ~ o ~ ~C ~ < ~. m ~ c m ~ ~~ m v,'~ x m ~' ~ ~ ~ ~'o sz m ~ ~ ~~ m mv~~oom ~ ~~~~~ ~ m~~.° .,;cm ~ o "vs- Qm o~ ~ m m ~ m ~~ ~ -. m ~ m ~ ° O m ~ m m. o o. ~ O c ~ ~ cQ ~.. m m ~~. o ~z.. °~ cz m ° om m as` ~ ci ~ 3 °~ O ran -O m ~•zs m ~ °- ~ ~~ ~ o -« ~ ~' ~ ~ -p ~ ~. ~ O ~ O- m m ro ~ ~ c ~ ~ ~~ o ~~•~ rn g m m D s "~ ~ 3 vs o c ~ • ~ O. ~ -~, to ~ v, t7• , c v cD } (Is O.. m m ~ m S1N~n~ ~`dI~~dS N SPECIAL EVENTS -I~-css~~•~wnQ ~~su~°c~('> suQO^~D7U zscn °.^•~~O ~~``~,~'~.ra'a.m~ -,~.•nn.cnmm~ ~v'sr~i~~~c~n ~c~i°~'-am~'~ s 3•`~ m~ ~' ~ ~ °~ to m ~, ~•m ~ ~ ~'~x ~ ~ w ~-~ gym' o ~ ~ "~' ~ ~ ~ CAD ~ '~ ~ ~ %} ~..C-~. 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'+ a~ D 3 z a, ~' y s" ~. o' m ., ~-, •a ^~ -. S~IJ~l`d~IlS NOI10d dN`d S~I~I~Od 'S~`dOJ SNOI1b2i3d0 .~.,.. ,, ~. ~ ,._ ~~, ~N.~- .~~ ~ , d k M ` ~ ri f : ~ ~ ~ ~_ ~'. ~ ~ ~ ~' .~ ~ ~ w,fMr t ~~ !` ~ ~u '; ., ,~ ~~~ ~_ ~~ ;~,, ~: ~ ~ ~ w^s s' 3 ~rrfltM~ f~.tYj< .. FZZ>:p ~~~~'~ «~v .. r INS.. \. .yr.~~.~_. ~/ t ~ ~ rfM\~ f~" f ~ r ~ <~~ ;~ .x S ~~ ~ ~;y~. }M1 ~~ ~ `4 tip' } '3, 5. <° ~ p: ~~'"` fir. :•mx~.>.. ..«xRSarz}.. :•;rtxnl-L.ui• ..,.x:.~sx s= <x; :~ -. CrC ' •~ i ~ ~ \ 1.~ ~ ~~,~[ r ii~\ '' .. yl ~~~ t~ --_ ~~_ - ,.~ v v m 't o' ~• v a O m v n (D v N v ~ ~• `~1 ~ fv O t~D ~' ~ ~ ~ S2tG c~• to ~ ~ ~ ca °°~ ~ ~ ti] ~ ' ` cCi ` ~ to ® a cn ~ to N ~ ~7 d` ~ to ~ p = iU tD cn A3 1 ~ !~ ~? ~" N ~ ~ ,~.,, ~ 2 ~ ' N I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q. ~ to '"~ n ~ ~ N ~ ~c C%> ~ '~-s ;-: _~ ~ A3 ~ ro ~- ~ «~ - ~, ~ ~ ~•~ CD C•Q~ ~•ro(Q°p ~ il$ cn ~ ~ -, ~ ~ O to ~=~ ~ , • - ~ ~ i2 N • ' ~ ~ Q ~ iv ~ ~ -f ~ ~ ~ ~ ~ {j t C ~ •CL] O -~ ro ~ ~ ~~,. CD ~ ~ ~ U7 ~ ~ ro ~ ~: ~ ~ ~ O to Sy n N t+ -U'"°'• C _ ~ ~ `'~ ~ ~ ~ ~ O '' i2 ~ n ~ tD t i ~~tn ~~~~~~~~~ A> O. ~cv'nopzro r s ro 'I . r ~~m~.~,o~~~~m-. ~~-~~ros~•ro•~ "• °~ (ls ~ Q t7 ~ ~ ~ ~ '"" tg A3 tU ~ Q ~ . , lT3 -, ro ~ tV ~ g- N ~ ~ ~ ~ ~ ~" ~ ~ ~ tD ~ n ~ N tD CD Q ~ ~ x Q Q " O ~ ~ ro ~ ~ tS2 ~ C ~ ~ ro p ~? ~ ~ ~ "~ ~ ~ tn ~cD~~ N A . C ~ ~ It C ~ "~ N ~ ~ ~ ~ ~ ~ tea. ' n ` "' ~~ ro~ i~~ ~ c~ ~~i2 rt , ,. ,C ~ ~o ~ ' ~;,~~~ ~~~~ C7~~~~~a ~cs~~. ~~ c~v>tn~tuA~ ~y ~o~~ ~~sns~~ s ~ ~ csc? ~ ~ . ~ ~ m ~ n.~-t7 ~ ~, -•. o Q~~ ~ ° ~'~-+ ~ emu' ~, ~ ~ 4 w" ` ~ ~ ~ O t1 O ~ ~ j ~ O p' ~ ~ ~ -. ,-t -~ tD ~ ro ro ~..- f1,. t~ ~ to cD ro ~ ' ~ ~ ~ C ~ Q Q ro ~ ~ -. O n °~ ~ " T+ cu • ~ tp -1, [Z • . ~-p ~ ^"' c7 {p Q C3 ,_, -z ~. •~ tp `G° S33 ~ ~ N ~ ~, ~ -fro'- ~ ~ O ~ ~ ~ ~ tD O ~• ~ _~• ~ O -,. O ro tD ro ~ ~ ~ ~ Ct:l .-rot ~ ~ O p) 1 = ~ ~ ^' ~" tp ~ Oro -- - A ro ? trod) ro ~• C ~ ~ A} tr ~ C7 r` ~ ~ l •c Q tp O SA ~ ~ ~ O - CD C o ~ D t "~ ~ ~_ ~ ,~ tD {~ ~ D --{ ~. A~ ~ -., C C ri tD X• ro p tip ~o v,•rt o,~ to ~ ~ m t; ~ ~ ro ~. ca :•a.~ca o c cn ~ ~ w FINANCE AND IMPLEMENTATION C _. +~ to ~ cn o ~ ~ ~~ ~~~• m ~ ®o ~ o n~ ~ ~•~.~` ~'°-~~ °`~a~° ~ m ~ ~~ cis O.O~tD-O ~ ~ va-~~.~ cn ~ -Pm c-!~•- ~xsriosv `m o a~ ~~,3 m o ~ o ~ ~ ~~ ~m~o `ate ~~ m Q.~~ ~' a~ ~ ° ~~ ~~ ~~ ~<~ Us`~ us•O ° csvn ~ ~ ts'Qm ~:O ~•G?° ~ ~ m QN ~.p~~ •~~ ~~ ~. Su ~ O_ ~ 0= ~ ~ en cn ~ ~' < cD ~ ~ n~ cOn N ~ '-" ~ '" ~ ~ ~ °. ~ c,_,n n ~ ~ ~ ~ ,~~. .~~,c~w~ Q~c~ -~ cnm~ ~ mo u~~~.pa N.cfl ~"oa'.o~ {~ms~°-`~`~~' ~~,rta~ ~'~~cQ~~.~° ~~ocnm~~cnn~cCDn o~~ c ~ cn ~ -.,.M cna o ~ G o Q ~p o ~ = ~ ~ ~ m ~p tOVt'~ ~ ~ ~~ ~ ~.~~~ ~ p X 2~N ~ cv p ~ ~ O-~ ~~ cry ~O ~ ~':vOi iy ~~ ~"A' m ° ~ ~ ~~ ~O N ~ can ~ ~ ~ ~ n -. ~~ ~..~n_...o ~~ ~~ ° ~ ~ ~<a~~< "-`~<~~<.-,.o -~ m mod oo -., c._ci'. ~ ~ ~' m cu ~o~'=-a Motu o ro ~ no ~ ~ ~ ~m c~ ~ o ~-iva~-- ~ ~ ~ m ~,~~ .o c~ ~ .moo m ~. O O_ ~ to ~ L2 aS Q Cp -, 3 ~ -~ '~ tD O tJ7 (D 'Ti cQ ~ ._« cD i f2 ~ ~. ~ . O Q. UD O ~ O ~ (a. cD ~ p~j ~ ~ cn t0 O O ~ O O ~ ~ ~ t< ~O o ~ ~, to cra ~ °~~ ~~ ~ o ~ ~ o-~' ~ m sz~ ° ax m ~.< m ~~.o o Qm oco ~, m ~ ~ ~ ~.~, o o~con-vscicncnc~~~e-i~a«cno "~cP~-t.t7~,~m~~, co~~ ~' ~~ ~ m o ~ ~°~ ~ ro'~ d~ ~o o-o ~s su ~ m a-c o ~~zs ° n°~ C7J _~ o~m Q_e,_..o-~-a C~m~ s~^..~o~v~'oco~m~=~-~~ n o ~ o ~ ~Q„ro m ~'~ ~~N a.-~ ~o ~ m~ ~ ~' -~CD.s~ ~ ~~~`~~.' o ~a _-m~TI ~: •ccc2~'.~:~~ m~~~r>~iu ~~ai_-a m~~°'~'~+-u> ~sv sv ...,,_. n c w ~ ~'~~~ o m ~ -cD ~ ~ m ~_.o- cn ~•~'~c® ~~~°=}~~a~cco~m~°~~, ~~.u~~s Dui s~~~ ~c~~, ~ ° ~ cis a~D N ~m voi 5'° ~ 0° ~~ ~ ~~ 3~~Qm m vOi ~ ~ voi ~~ ~~m o~o-~ Nod°-n-omm"~-vm ~~o ~. c c c ~ a x o o ~ ox ~'o ~ ~ ~ m w cn o~ .-•m ~,'~- _,-~~~, ~ o N Q ~ N i~ ~ ~ ~ ~ ~ ~ ~ r~f• O vy O• Q ~ W tD cD ~ `'G C 4Q n ~ ~ to _~0~~ ~1ro ~-. ~ ~ O~ N ~ 'Tl T O ~< ° ~ O ~, ~ N t7 ~ O N ~ Cp C"~~ ~ ~ ~ c~u ° m o n. ~ x o.~ ~ -~~ s~m~mnczg ~~ ~~,~~~'~ .o cn o Quo w o o = o ~.~ o 0 _. ~ ~ c ~ O ~: T3 cri tD O' gOj ° O ~ ~' ~ p ~ c ~~ o ~N ~ m <=~ `n ~ m~c~c~m ~- ~,~' a~ ~.~'c~vi~'o~°~'~ ~cn~~moc~n t'1 ~i® Q • Cp a, ~ `~ ~ ~ C ~+: ;n cD ~ is O ~ m ~ ~• O ~ ~' O ~ ~ CD ~ ~ o Cp Q- N ~ ~ p Q ~ ¢~j ~ fy ~ ~ ~ ~ CAD -~~~ ~ O ~ ~ -+~~~~ R n to CD -c CIS -i to ~ O O ~ C ^* ~ N ~ CD O ~ ~ f11 ~ ~ CD ~ ~ Vi ¢p p .-. -p ~ ~ ~ ~ (~ O ~ ~ N ~ ~ ~ ~ ~ ~ Q ~' ~" AS CD O. ~ Q. ygl Cn ~ O ~ ~' CD ~ ~ AS ®~ i1 CD ~ ~ .~-.. ~i CD °'C7 N Ca ~' ~ -~ tR O O ~ ~ ~- Q ~ ~ p ~ ~ vii -{O ~.~ N a'~tv uy'CTJN CD O O ~ ~_ y~ ~" ~ ~• N s.y ~ ~ f~\~ ~ O ~ .-t- !! l ~ O ~{• ^t ~ ~ ~ ~ ~- W ~ 'S ~ (n N~ ~~, O BCD N~-~ ~ O~~ X .~N-..~ O ~ Z'7 -I N O ~ ~' ~ W ~ N ~ {D C~ ~ ~ O -~} NmCO Q-N CD CD ~ Q ~ ~ ~ ~ p .~,- ~ ~ Sv tI8 C3. ~ CU O ~ N {p ~' ~ N ~ CD ~ {c' ''^N -1 Tn ~ ern}- dm3 O 4y- S~ ~•S.il ~ ~~LZS CD ~ CD ~ '~ '~ ~ ~ ~ O ~ ~ C~7 -s i2. fl "C7 -~ -., ~' ' p ~ .~~. 7C' Cn fn n c'~ c.Q -~ a. 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N' ~ V ~ i '1' '~ O ~ ff C Tf~ ~ G1 V O- f-' r <~ ~ v ~ Q ~ [D - ~ n ~^ O CI ~ ~ ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ Q ~ O c°a ~-+ v ~ m ~*. n v, O O ~ ~ O ~ ~ ' ~ O ~ ,~ W W W W N N N N N - 0 ~+ W IU t-~ ~i O1 t11 .A W ~. `;;~'. .r ;", ~ ? 07141"'', M'! ~ -~ -~ c ~- ~ ~ ~ ~o ~ v n a n ~ v '-* ~ ~~ ~ ~ ~+ n ~ gy ~ w ~ to ~ ( p ~ ~ < ~ m ~ tie S ~ ~ ~ O ~ ~ ~ ~ v~ -a '"' ~ `~ ~ r+ o ~ ~ ~ m ~ ~ rn N .~,~ n .-* ~ ~ I w ~ n ~ 'r m -a ~ ~ C4 ~ c ~ ~ ~ o m c m ~ ~ ~ ~ o m O C O ~ O ~, ~ ~ o, .~+ ro O O ~ ~ ~ ~. 1 C Q -~ ~ O ~ ~ rn G N ~ N v m < ~ ra ' ~ ~ ~ ~ v ~ °~ ~ o ~ o ~ ~ s ~, ~, ~. ~ -` ~ -'' p ~ ~ Q '"t r-r `n v' ~ {~ ('~ 't -.+, eD '°~' ~ ~ N O cn ~ ~ i tQ tD v ~ 't7 7" ~ fD O O ~ ~ ~ -~ n X ~ ~ -~ N ~- '''' O O ro ~ n -I n} ' cD ~ ~ tD O ~• ~ t~ a ~ ~ O ~ ~ n ~ ~ ~ ~ ~ ~ O ~ v ~ ; p ~' _ ~ ~ ~ CD Q Z3 ~ N ~ n ~ ~ ~ p ~ ~ v' ~ ~' ~ ~ tD v ~ O ~ . ~ ~ to ~ _. 'y' ~ ~ - f2.. ~ O ~ -z ~ tD ~ ~ O ~ ~ ~ sv ~ ~ n LZ tD ~ t~ ~ ~ ~ ~ ~ ~ n N G ~ ~ ~' ~ O a- ~ n ~ rip ~? 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tiara ao ~f;uoud nno~ `~(;uoud a;aaapow `~f;uoud y6~y `~f;uoud y6iy Gan - eueaeW ui an~aoa~ pjnoys uo~;eaaoaa pue sued;o s;oadsa 6uinno;;o; ay;;o yoea;aa; no~f op ~f;uoud 6u~puads yoncu Mot' `pa;~wy s~ s;ua~uanoadw~ uo~;ea~oaa pue sued ao; a;qe;gene ~fauow{o;unowe ay;;et';;oe; ay; uan~6 `;xaN, S~IllaOlad JNIQN3dS ~bl 3l8`dl bZ uaoo•yoaoasa~-o~q•n~,~nn~ ZOOSg ouozuo'xiuaoyd gLl£Ixoq•o•d 2101nb'H38 M3W(1SNOQ '$ AJIIOd JIl9()d 'NOINIdQ JIl9Nd NI HJ21b'3S3~J 6ZLZ-ZSZ (209) ~d • VSSf/-8SZ (209) auoyd •oui 'aa{uao y~anasa~ ~o~ncyaq pdnn-~(an~ng luaplsaa easy aus~ew lda\1508002 ao Aso sz asoddp uoddng %006 %08 %09 °/a0b %OZ %0 ~~` ~I %89 - swe~6oad pue sai;gioe; ~euoi}ea~oa~ eueaeW asn o; s;uapisa~ uo aa; )enuue ue 6wsodua) ~ _ ~._ '%9Z' s}uauaano~dua( uoi;ea~oa~ pue seed _.- ~ - %b9 ao; ~(ed o} xe} sa)es eueaeW ay} 6uisea~ou) .. :.~;...: . 4 ~ swe~6oad pue sai;(~ioe} ~euoi;ea~oa~ eueaeW %9b ~ ' - ~ asn o; ~(ed a~doad }ey} saa} ay} 6uisea~ou( %9b ~ 'E %{zZ uoi;ea~oaa pue s~{aed uo }a6pnq ._,~ - eueaeW ~enuue ay; ~o aaeys aa6~e(e 6uipuadg ~ ~ suaooa ~a;oua pue laloy Ile uo %6Z ~~ _ - pa6aeyo aq p)nonn yo)ynn xe} paq a 6uisodua( %S9 SNOIldO JNI~N`dNl~ ~1~8f1d 's;uapisaa ~o saagwnu a~geazis ~(q pasoddo si suoi;do aaay; 6uiuiewaa ay; ~o yoe3 •(%~g) uoi~eaaoaa pue s~aed uo;a6pnq s,unno~ ay} ~o aaeys aa6ae~ a 6uipuads (Z `pue `(%gg) xe; paq a 6uisodwi (~ :s~uapisaa woad ~oddns ~iaofew a;eaaua6 suoi;do onn;;ey; s~eanaa 6wuoi;sanb ~o auy siyl •eueaeW ui swea6oad pue sai;i~ioe~ uoi;eaaaaa pue s~{aed anoadwi o; spunk ~euoi;ippe asiea o; suoi;do ani~ ~o yoea asoddo ao ~oddns p~nonn ~(ay; ~! passe aaann s;uapisaa SNOIldQ JN13N`dNl~ 01~8nd 5Z UJOJ'yJJDaSBJ-01q'MMM ZOOSH DUOZIJD 'XluaOl~d . 8L lEl xoq'o'd 2101/~t~H39 213W(1SN0~ 'g AOIIOd JI79()d 'NOINIdQ JIlB()d NI HJ21b'3S3~ 6lLZ-ZSZ 1209) Xod • 4SS4-8Sl (l09) auoyd •~ui '~a{ua~ y~wasa~ ~o~~nyaq pdnn•~anJng luapisaa eaJy eueJSW 1dFJ\1508002 9Z LE 5Z 5Z LZ 9Z swea6oad pue sallilloe~ leuol~eaaoaa eueae~l asn o~ s}uaplsaa uo aa~ lenuue ue 6ulsodwl 6Z ~9 lE 6Z lE 0£ s~uawanoaclwi uol}eaaoa~ pue s~laed ao~ ~(ed o~ xe~ sales s,eueaeW aye 6ulseaaoul 5~ ti5 55 OS E~ 9~ swea6oad pue sallyl~e~ leuol~eaaoaa eueaeW asn o} ~(ed aldoad ~ey~ saal. ay} 6ulseaaoul ZL LL 9ti Z5 5L ti9 uol~eaaoaa pua sued uo ~a6pnq eueaew lenuue aye ~o aaeys aa6ael a 6ulpuadS %59 %Z8 %t~9 %85 %LL %gg swooa la~ow pue la}oy Ile uo pa6aeyo aq plnonn 4o14M xe} paq a 6ulsodwl fNb'ab'1/~ HON`d~l 'Nll/~ ON S3~ l`d101 1S3/N l`d1N3N 3~OQ -I1N0~ v~ay QgHH Ni said laoddnS % ~I`d18Q - SNOIldO JNIQNfI~ ~L L 3g8t/1 9 gg gZ swea6oad pue sall!I!oe~ leuol~eaaoaa eueaelN asn o} s;luaplsaa uo aa} lenuue ue 6ulsodwl 9 ~9 OE s~uawanoadwl uol~eaaoaa pue s~{aed ao~ ~(ed o} xe~ sales s,eueaeW aye 6ulseaaoul 6 5ti 9'6 swea6oad pue sal}!I!oe~ leuol~eaaoaa eueaew asn o~ fed aldoad }eye saa~ aye 6ulseaaoul Z L ~Z b9 uol~eaaoaa pue s~{aed uo ~a6pnq eueaew lenuue aye ~o aaeys aa6ael a 6ulpuadS %9 %6Z %Sg swooa la~ow pue lalo4 Ile uo pa6aeyo aq plnonn 4oluM xe~ paq a 6ulsodwl 3anS 3SOddQ laOddns lON „~ os 6uiop ~o spoy~aw 6u~n~o~~o~ a y~ ~o yoea asoddo ao ~oddns no~f p~noM `eueaeW u~ sweafioad pue sa~~g-oa~ uoi~eaaoaa pue sued panoadw~ punk o~ ~ap.-o u~ .fauoui ~euo~~~ppe as~ea o~ ~faessaoau auaeoaq ~~ ~~ •sa~~~~~oe~ orygnd ~o~ ~fauoua as~ea o; s~fenn ~eaanas aae a~ay~ `~fj~eaaua~„ SNOIldO JNIQNfI~ ~9l 318t/1 9Z uaoo•yo~oasaro~q•n~rnnn ZOOS8 ouozuo •xluaoyd gL l£ 1 xoq •o•d 2101AWH38 ?13WOSN0~ '$ .lJllOd JIlB!)d 'NOINIdQ JIlB(ld NI HOMb'3S3~ 6ZLZ-ZSZ (Z09}xnd • 4SS4-8SZ IZ09) auoyd •oui ~a~ua~ yoaoasaa ~o-nnyaq pdnn•~(an~ng iuapisaa eaay auaaaW ldki\1508002 OS EE L l saa~alsnnau uoi~aloossa pooy~ogy6iaN ~S 8Z 8l a6ad gann auaaaW a41 ~~ lE 5Z apln0 uaaa6oad ~uaua~aadaa uol~aaaoaa pua s~aad auaaaW ayl 9E EE lE ~uaua~adad uol;aaaoaa pua s~aad auaaaW aye uaoa~ saa~(I~ %9E %ZE %ZE snnaN ~(I~aaM auaaaW a41 alb 31111 10~ lb 1oN b b „~ sai~~un~oddo uoi~ea~~aa pua s~at?d eue~eW ~noga uo~~ewao{u~ ao~ ~~e ;e ;ou ~o `a~~;y a ~fjuo `~o~ a sa~anos uo~~euaao~ui BuiMO~~o~ ay~~o yaea uo ~fjaa no~f op `~xaN„ S3~af10S NOIlbWaO~NI ~8l 3~8b1 •uol}auaao~ul uoi~aaaoaa pua s~aad laool ~o saoanos uo palla~ }sow ay; aaa (%lE) ~uaua~adaa uol}aaaoaa pua s~{aad aye woad saa~(I} pua (%ZE) snnaN ~(I~aaM auaaaW ayl S30lif10$ NOIldWaO~N~ LZ N APPENDIX II -COMMUNITY IDEAS 3 0 a 0 m 0 0 0 N O a a 0 9 cD 9 O N C iD 'O w Sd3aI JILINf11nIW0~ - II XIaN~ddd APPENDIX II -COMMUNITY IDEAS • • • 4 • • f • • • 4 • # • • • • ! 4 • • # f • • • ~ ~~ gy -17~7?~~°~Cn~y ~C~~~7'SC/)4~ ~-L7-C~~?~~U~t~ cD ~n ~ - ~ { p '°' ~ ~ ~ ~ ~ ¢1 0 m cn. o • ~A> Al QOM ~y ~ ~ o~ Q~ (D O~ ~ c~'StQ ~ ~ vS ~, o ~~~• o.~ ~~ ~~~ n`~ci~~~'~^" ~ m o ~0"o~~3zs ~~ ~~.a o~~o mows ~~`~ ~~cn~`°ai~m -ao-~o~~s~ o~~o~~~*~-~ n cn ca ~- '"' -~ ~ ~ -z3 c o. mom' u' `~°°n~ ~o x cn `~-,~~~~c~ /rt~'' ~ a V ~+} E y~ 0/ ~ o ` ~~' Q ^~^ n~naa ^, Y/ ~ ~ ~f} ~ •-~ Vs "C7 ~ { ~ ~ "Q ~ ~' ~ fA ~ ' iU.-iY o ~ ^^ jj W ~ ~ ~ ~ ,, / / ff •V ~ !~'/ o pa ~ ~~ SU ~ /T~ ~ Su ~ ~ fy ~ O n, ~ o lY ~ ~ ~F ff ~. ftl Y+~ n i+i s iV ~V (~ T ~ ~ ~ ~~ A ~ M. ba.+~ ~~ ti~ ~ ~ 1 (~ ~ ~ ~ `~ m o ~ ~'• n: o- w ~ < ~ -omo o~~ cm ~~ c -a ~c ~ 7 ~ o ~' ~ ' `~ ~ n' W e~ V rt ~ hhtt ~ ~ o °.~ a C • o ~ ~ , ~ ~. _ ~ • ~ r--F ~ n, n T+~ ~.. <"' • ~ CQ O o 0 ~ ^ W ~v 0 {~ ° K Q {D ~ _ ~• {V 0 0 R! m -~ o ~~ C3a~~ m ~ G?C)C1D~Qa w~ e~=osu v_ac~ O~co ~ ~, CD -t N Z3 A> ~ W .-+ O O ~ ~ tD iD O ~ a ,.,,, tD ~ -c ~ ~ ~ ~ n Wc~~N cOn ~ ~ ~ 3 ~ ~~~~ ~ ~ o~ ~ ~ ~ -~c o-~~~ ~ ~,o~m~ ~, m ~ ~ ~ O~ ~ ~~ ~ ~~ ~ ~ ' ~ ~" o ~ ~ Q'cn ~ g'~' ~ D- < =:~~~~•~ ~ sv ~~'~~- y,v~'io~~~ ~ ~ -~ m o w. ~~ c ' n ~~oo ~~5. N m 3~DQ-o ~~ ~ ~ ~, ~ ~ O -v m ~ ~ ~ o~ ~ 3 O m ~ a ~'~~ ~ m a < ~ ~ ~ o ~ ~~ o ~, -ors ~ dD ~ ~~ ~ _ ~ w ~ ~, a~ ~. ~ ~ ~ ~° O ~ rr w a ~ m ~ o ~ ~ ~ ~ ~ sv ~ 2 ~. o~-n c D ~ ~ ~ ~ ~ ~ ~ ~~~ o ~ ~ ~ t. ~ ~ ~ cn ~ -~ a ~- w m vs ~ ~ ~ ~ ~ ~, ~ ~ ~ ~ -~ ° ~ ° n ~ ~ m ~ ~ ~ ~ ro ~' ~ ~ ~ ~ ~ ~ c to ~ ~ ~ ~ ~ ~ ~ ~ ~ c m ~' ~ - n a o . ~ ~ 0 R , ~ ~ wl Q ~..~ O ~ O C ro ~ ~, Sd3aI Jl.l_INf1WW0~ - II XIdN~ddd APPENDIX II -COMMUNITY IDEAS a= a '^ o o~ ~ ~ _. ,~ '° p a ,~ o~ x ~~ ~ c N ~ `~ ~ a ~ v ~ -y ~ ~ ~ ~ of o ~ ~ ~ ~ ro ~ ~ v Q ~ w, ~ ~ ~ ~ ~ ~ ~ ro ~, ~, o v ~' ro ~ ~ ~, ro fD ~ ~' = O to _ ~ +++ S ~' O . v_+ '~ ro N 7C' ~ ~ a- N ~ TI O O ~ _ N S N ro~ p ~ ~~ v ~ ro S ~-a A O tD fD ,=r ~ y ~ Qq ~ py ~' C' ~ Tr v O A ;3 N a ~~ ~. ro ro o v C ,. ~ D ~ ~~~_~~ ~is~~,. ~ a HC~ ~~ ~ ~ ~ ~ ~ ro ~ ~y ~ ~ r~ r+ c ~ ~ `^ ~ ~' O `C 7 Q oo ~ ~ tp ~ ~ v ~ tin _s~~ ~ ~ '* m ~ ~ T 3-r ro Q ~ p n n !D , ~,QO m ro - , ~ o ~ ~_ ~ ~ c ~, C ~ ~ ~ ~ ~' Q. to ~ Z fD 61 A -_' fD~ d N _S ~ ~ ~ ~ Z ~ m ~ ~ ~ ~ in O ~ ~ ro ~ ,-+ ~ m ro Q ~- S ro O m ~ w w r.. 6A i~il ~~-c a T= ~ ~o~ r~ ~, a_ s ~ -o D Q. K O ~ .~ H ,,, C ~ H ~ ~ m s o o -< ~ x= D ~s ~. o as o D ~ ~ -o u~ o m m a ~ rp tp ~ o _ ~ c~ ~ a ~ o ~; ~- ~ va D n ~ w ~ a ` ..,. LL -s O o, U4 ? in D ~ " ~ "' °' ~ w ~ 5i O '~ m a -# rt> m ~ ~ ~ ~ ~. ~ ~ , C s ~ -n C ~ v 4} tD ~ Su s ~ sn v t{ -, ~;. N ~ 0 ~ ~ ~ ? ~ ~ . ~ p n> "' a O ~ _ » ~ » : + r~! A ~r. . ~ Z s ~. `d° ~ f P ~ o o O ~v ~ ~ ~ ~ ~ ~ O v, m ~ 3 3 a_ ro ~ _ ~ - ~-* v ~ ~ ~ ~ rD -,h G- ~ A ~ °c m ~ ~ ~ v o ~ a 3 ~ ~ ~ t D ~' ~ ~ O ~ n v~' tU m cD ~ vy ~ .. ~.. ~ „ n. m ~ .-+ c s '' O ~ - v+ -v ~ c "o ..h ~` 03 p ~ ~ O '6 O_ O .~r ~ tD ~ cf ~ I_t' A N ~ 9' ~ s ~ Q a1 ~ ~ ~ tD A '6 C a O f'l' , •" ~ ~ ~ a' ~ s ~ rt o ° _ ~ ~ °- ~'' ~ a ~ ~ ~ a ~ a ~ m a N ~ ~,. ~ ~ ~ a" Uq ~ ~ ~ ~ ~ '~ ~ N N ~ `~ ~ Z; O ~' ~n ~' ~ ~ N ~ -n N ,=' ~ O c C3 ~ O_ , .~ ~ ~ N ,-r N S ' ~ n N +n -a , ~h O i,; p O -, • ~ ~ ~ ~ O n ,p ~ ~ ~ ~ O_ p ~ s ~ v ~ ~ a ~ ~ rr tD O ~ - n~ p ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ "O ~ ~ ~ d ~ < ~ ~ p ~ 3 ~ r-r {D ~ s N ~ ~ ~ ~ ~ ~~ ': ~, o O ^~ n ~ 4 ~ rt tMD s '+ Z' N ® w m ,-> ~ ~ < ~ n~ cr ~ ~ m O .- ~' N ~ a y ~ ~ Q ~ ~ (D ~ f D n' p ' '* tD rr ~ ~ -a ' ~ -t, ffy ~ N ~ °: m ~ O m m ~ ° ~ o N -w G Qq a 4/ o '^ a ~. ~ - .+ ~, ~' • 45 a ~ ~ ao 0 _ v, -o ° c z3 v c o ~. z~ Sd34I AlINf1WIn10~ - II XI4N3ddd APPENDIX II -COMMUNITY IDEAS n a ~,' - ~ ~: ° ~ a 0 X. 3 ." ` en " N C ~ su O ~ = ~ ~ G ~ CZ ~ ~: ~ ~ D rn ~ o- v ~ n ~ O -s O O O .,~ m w -c ~ 4r cv O to '~ to ~ ~ to ~ ~' O T ~ ~ O ~ . ~ ~ L ~ . v ~ a- ~ ~ LI V1 O ~ !p ~ ,y ~ ~ ~ !D ~ fl- v v ~ ~ ~ ~ ~' ~ N ao O ~ N ro ° ; a 67 ~ ~~ ~ C H -< ~ • r' n z ~ ~ ~ ~ ~ o ~ ° ~ v' ~ "' ° m Q ~ ' O' Gl ~ ~ ~ cu a a ~ r ~ N ~ O C ~ h ~ -~ ~ fD ~ ~ v ~ " ~ p~ v ~ • ~~oa "' m n O w m r o •v ~ ~ m ~ o ~ ~ ~ ! ~ O ~ ~ ~ i' n Q ~ rn m o ,-~ m ~ C n~ ~ -O N Q ro ~ o ~ 3. -{ 01 c• f1 ~ ~ si an n ~ v 'vac ~ ~; K ~ ~ ~ ~' \ rt . , ~ ~~~~ ~.~ ~ ~ _ ~ ~ N ~v H . cn ~ ~, ~ ~ -i Q o o ~ '~ ~ a s v w !~ m S ~ tD Oq r ~ _ ~ N x + r N •n m ~ tn n '+ n a~ m m v ' m . rna s d m ~ a- ~ ~ rs . cu ~ ~ PD N rr .C ~ ~ P- r to ~ ~ •-• ~-+ ~ ~ m ~ O O S] ~ ~^ ~ ~1 °' ~ ~ ~ ~ H ~ ~ .. - tp e . ~ ~ ~ ~- ~ o ~ ro < ro ni ~ o ~ 4' m ~ eo O ~ ~ n t3 Q- o Q ~ N v o r° Q m ~ v ~~ ~~~ ~ "'ti ~ ° p ~ ~ ,~ ~ °_ ~ r ° ~~ ~ ~ z n -' ~ ~ o O O ~ N ~ ~ ~ v . ~r ~ ~ D ~. rr . -, '* - -• ~ ro ~ x 'G v ci o p sv o c o~ °' o rn " ~ ~ ~ o o a m o ~ ~ ~ ~ p ~ ,~ ? ~. ~ n, to ~ O . ~ n '~ ~ ~ ~ {c (4 ~ 'rt .~~. to ~ ~ ~ ~ ~' o ~" Y a ~; f. c ro °~ ~ ~ •.« n. ~ O ~ n ~ ~ in O "~ ~ '~. ~ ~ O~ i30 O ~ N C C Z '~: O~ '~ cn ~ ~'* - ~ ro .-~ `{ ~ o ~ n .c m ~ ?r B Q ~ ~ v ~ - ^~ ~ ~ ~ Z O r~9 -~ ~} w a • ~~ D 0 v o ~ 3 ~' x ~" v ~ ~ .. !, N ' C ~ ~ O a m O N ~ ~ ~ ~ Q a ~ ami ?~ ~ n ~ Q ~ m ~ ~ a ~ ~ O -z -. Q. . ~? + n ~ a ~ ~r rna m m i m a• ~, m ~ ~ rr ~ ~ °- ~ m Ton a ~ V7 _ O 3 O 'h `G to 6 jf a_ Sl Vf ry~~. v N m m ~ 'C Q ~ ~ ~. ' ~ a..yi a_ ~ '~ ~ N O ~ ~ ~ ~ O ~ ~ O ~ ~ ~ n ~ n ~ ~ v Q 3 ~ m rn ' ~ v ~~ ' ' _ IA v m ~ ~ ~ °' ~ 0 oa O ~ C ~ n n ~ ~ n m ~ .':. S ~ 1 i' ~ ~ ~ ~ m ~ ~ ~ .-, w ~ v ~ ~ ~ m ~ ar '^ ~ ~ _ n a i -~ O C ,~; n D ~ O < ~ sQo~ HNro n O ~ n m as O ~ rG ' ~-t. C. ~ ~ ~ ~ ~ ~ ~ ~ m a o ~ ~ n c '~ ~ ' ~' n rp ~ ~ 3 r- v .-. ~ m n~ s H a'~ N a_ Om ~ m m ~ „ti N, i f~D ~ ~. a ` A C1 ~ G7 ~ w ~ ~ a O ~ .';` ~ ~ ~ ~, O v f;.: Vt 'T'I" (p = C f'S `~ fp ~' N Lp';'i GA ~ "S Al ~. n r r _ fD~ ,\ ., » e + a' ~ C cn 7 D ~ ~ v rn ~ m n m su ~ -i Qy v,' s1t < ~ ~ Or ~ ~ ~ m 3 0 ~ vs < N < ~ m C n S u ~' ~ m m = n. OJ - sz ~ m S +~- `~ a' a " m ~ o m ~ ~.... m ~" '" , s ~, ~ rn m ~ ro m v ~ ~, ~ a v ~ ~ o ~ i to v + ~° m a C v, cn r? ~ ~ ~ n> N ~ v+ h oa _ s ~ ~ ~ m m n ~ ~ m r-Y ~ ~ {!~ C ff1 6D ~ ~ ~ m ~ n m 4r ~ n ~ t~ ~ a ^ ~ ~? Q a ~ ~ ~' ~ ~ ~ ~ v ~ a. 'Z rO r'D Sb3aI J~LINf11nIW0~ - II XION3ddd o APPENDIX II -COMMUNITY IDEAS G m D tp ~ = ,a 'C O -p fD ~ ~ Q ~, . ~ 3 ~ rt X v ~p w N C ~ ~ Q Ca ~ ~ . . Q- 7 O~ ~ ~ ~ + ~ y to TI O '-`. O = ~, 3 - ~ ~ ~ O C ~ '~ ^ A . f1 H ~ ~ Q VI Q -~ ~ `~ n fD A, ~ ` ~~v N ~~ a -•; n n . A ~ 3 H `rt C _, ~ n '~ ro m ~ Q. r~ a -., a n rr ~~ N + » ± ~ s O f~D N ~ ~ n < Q n' ~` ~ ~ ~ N ~ ~ ~ 4 ~ ~ 4 ~ ~ ~ ~ ~ ~ n ~ ns 7c- ~ ~ =r ~" ~ s C (/s i'D ~ cn ~ ~ vs ~ ~ , fl- .T p ~ ~ ~ Q ~ ~ ~-* ~ O w ~ S to -x 6 N (ry C cri ~ ~ O O i ~ ~ T a D ~ N ( ~_ ~" .-. rr ~ c cA ~ ~ S 3 ~ ~ ~ Q N ~ (D ~ ~ ~ fD . OC Q Z 0 ri a • • ~ nC D ,~• ~ _ ~ 'a ~ G1 `'- D o Q- ~ x ~' 'a ~ .. 3 ,,, ~ ~ ~ O~v=~ {,~~ m~~~x-o ~vnO~ ' ° ~ ~' Oi ~' ~ ° O ~ ~' < c ~ o o. c~ ~ v v a. O ~ ~ ~: ~^ acs ~ ~, ~' ~ ~ ~ ~ rp m Ll. , ~ °~' ~ ~ ~ .~ ~ ~, ~, as ~ ~ o ~: ~ _ ~ ~ ~. (p O< c® ns v ro ~ ~, n c ~. N ~ ~ tin ~ 6U n 0~0 ~' ~ N ~ rr rr -~ LU ~ ~ ~ ~ 61 ' O ~ ~ N w V+ E R ~ 3 ~ ~ .~ „ „ ~ ~ ~ ~ Q ' 0 w n ~, ~ w - ~ " O O ~ c v ~~ ~^ ~~~'^ ~ O v ~ w`- +~~~ O ~ t~, 3 -O ti ~Q ~ ~~ ~, ~~ s ~ ~=` ~O N~Q D' ~ ~ ~ ~ N ~. m ~ O ~ G7 N ~ . -~, ~'. ~ O ~ O tD _~ N OC SiW CD O Q w ~ O r' v~ ~ O ~ O Cb O °' ~ ~ N ~7 °' m ~.. ,.. ~ S S x- n ~ ~ `n O3 ~ ~ ~ ro ~ ~ ~ rt ~ ~ ,~ N `tt ~ ~ ' z ~ D W G ,u'r ~ s ~' ~ ~ a 4i ?~ N O Z3 Q "LI O ~ D ~. S2 ~ ~ ~ t'S O ~ ~ , .r ~ __ n, ~: ~ C ono cD '_~ O 'O 2 as G n v {dq ~- Ov ~ rt~ ~ O: ~ n ~ N O ~ iD M as rr < ~ tD ~ ~ O ~ t1- O ~ ~ ~ 'a ~ n O 4. !D cv tD ~. _ ~ ~ O Rs ~ N ~ ~ ~,. N O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ j n S ~ ~ ~ ~ ~ O 6 v ~=-r r ~ ~ A ~ !Q: 'C Q -s N O ~ n ~ ~- r O ~ rr I-i ns Cn C w ~ ~ Ot .-r O ~ ~,,... r G '< " te ~ ~ ~ OA ~ _ ~ ~ ~' ~ ~ N ~ k ~ O ~ 7C' fQ ~ . a fD ~ "6 ~ v' IIOi N y n. Q ~- C v, .+ t2 D ~ ~ f ~, O v N '+ .....~. . fD ~ ,~ ;. ~. ~ S O O ~. a OI QO ~ N ~ ~ ~ ~ O v ~ ~ p ` w s n r ~b ~ ~ ~ O. ~ . ~ . ~ O O O (£q C ~ ~ c O ~- ~; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~+ ~ ~~ ~~ ~ ~ W z O rr4 rn S`d~aI JILIN(11nIW0~ - II XIaN~dd`d N APPENDIX II -COMMUNITY IDEAS m ' a ~ ' 'C _ ,, 'Q m rp ~ 3 Q. 3 ~ ~. N C d O ~ ~ N ~ O ~ ty ~ _ Q r ~~ ~ ~~ eo ~ y ~ 7'1 ~ '= C a m O ~. ~ a ~ ~ ~ ~ o -~ ~ O C D ', ^ ~ ~ ~ ~ v . ~ ~+ ~p n C ,O ~ ~ ~ a i -fi = t9 9 ~, N ~ ~ -~ ~ ~ n n o m ~ Q s S ~ gyp' i i a ~ tD v, N ~ N ,C N H ~ N s' O fD ~D O Q Oxt 4 O ~ ~ u~ 'o O ~ of Q. ~ ~ ~ 7 ~ ~. ~ Q ~ 3 ~ Q ~' ~ fl. p w ~ ~ ~ m ..* ^ ~ N '"~ n ~ ~ ~ - -' - .,~ ~ ~ .c ® ~D ~ ~ .p O ~ ~ ~ ~ ~ 't d ~ n_ ~ ~ ~ ~ - ~ ~ "~ O N UO N Z /D `Y H N ~ 7 3 Q o S ~ ~ ~ ~ 8 ma v 4t S _ ~ ~ , y. ~ sn n, '1' : N rr II. O 3. ~ ~ ~ N ~2 ~- 7 ' Q ~'~ 97 S Z (~ .~. °,~ . s • v n ~ ~ [p 3 ~ Q. X nom. H C ~ ~ » » yp ~ v+ ~ ~ ~ - a n~ m S ~-+ '~ n -.{ y va v v -G ~ ~ ~ ~ ~ 3 E s -a ro ~ ~, 3 ~ o o ~'' ~, ~ ~ ~ ~ a..g a ~ ~ ~ Q . ao °} ~ ~ ~ ~ ~ '~ N '17 N O ~ p- Ozt O °J p ~ r 'C3 ~ Q, ~ .~ C ~ ~' ~ ~ ~ .rt ~ ~ N W ~ i'D ~ ~ ~ O ~ O N C7 ~ Sl} ~ ~. ~ ~ 1 N ~ N ~ Q. 3 to (~ ~ v` SU ~ O ~ 11 ^ ~ fl- v - ~ n -~ cs o' ~ c D v ~ -i n v ~ -I C') m -1 ro O; v ~ ~ .-r .~ li! ip Q .t A o ~ a ~ ro .g ~ ~ n -' ~ ~ y ro ro ro cu ~ o ~ rt ~ ~ ~ ~ m r o ~ .~ ~ n i r a , m Q a~ ns ~ m ~' n ~ ~ o -a c ~ o !'S ro o ~ ns ~ v ~. ro ~ 7 ~ N • ro Q ro ~ h N ~ ,"+c ;~ ~ -• ~ ® O ro n O ~ .=r to - ,0., ~ ~ tp n. .-r in ~ ~ _ ~ 0'4 tlq rL N ~' ~ ~ C` dD {7 ~ ~ ~ ~ O 3 t2 fE •-~ ro ,-r A R. Q' ,..t Ol ~ ~ O - `"' '-+ cn fJ ,-r -i ~ ~ ~ yns ~ -1 --4G ~ ~' ,~ ~ w k ~;: ~ ~ ~ o rn~.~ • v_c'~~'a u s ? '+ ~ ~ < ~ ~ ~ o ro o ..g ro m m . C • O~ O 3 ~ ~ ro ~' ro~ O -s ~ ~ ~ ~ C„ v S D ~ • S ~ ~ ~ D O o ~. ~ ,O-r ~ ~ a v p v v r ~ ~^ '~' n• n~ N Q- '* p -n :fi a ~ v „a ~ ~ n = ~ ~ C2 O ` n N m n O n, c ~' ro cn rD a °' m Q° m ~ .~~< .~ ~ ~ °y' ~ r -o n -o ~; w D ~ v j s ~ ~ ~ C7 f7 ~ O ~ p ~ ~ tv l ~U ~ C ~ ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~. O m ro Q ~ =s tD fb . ~ ~• f D 3 . '3' Z3 ~ ~ `~ N . ^ ~ tb ® RP 9 N ~G ~ ~ Q ~ O ~ ~ Z ~ n " N [p ~ ro Q ~ ~ ~ ~ , C7 f ~ tg K OQ r -r `. Z:. a ,~ S`d~dI Jl1INf11nIW0~ - II XIaN3dd`d W .~ APPENDIX II -COMMUNITY IDEAS ~ v ~ ,~ ~ • ~ ~ o ~ o ~ ; 3 -a , Q. ~ x. c ~ ~ O ~J ~ ~ ®I ~ ~ ~ ~ O ~ ~ C) ~ O Q ~ ~ {~ fS 2 'RS N °I L77 _ '} ~ ~ ~ ~ .•Y ~,q ~ ~' ~ ~ ~ .w ~ n O r-l ~ ~ ~' ~~ C VI ~ ~ N ~~ ~ ^ tt^ ~ ~ W ~ D ~ ~ ~ ~ ~° ~ ~ ° ~ o ~ ° o -a - - m ~ a ~ ~~ - i, - ~ ~ . ~ ~ ~ ~ - ' a a ~ x ~ H . '1 ~ ~ ~ ~Ot 00 N ~ ~ a. ~ ~ v p ~ y ~ tD f1S ~ D ~ ~ 7 ~ ~ Q fp a. ~ O ~.' cn O ~ OG N n~ O ~ O m ~ tD .O ~ 3 ~ ~ ~ ~ ~ ~ O ~ fD O "a _ t4 tfq -s tti Q n ~ ~ Q ~ 0'q • ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ Q • ~ C Q' ~ im O 'Y ~ O ~ ~ a N N ~ ~ v , ~ N v b (D .-r ~ a. t ~ ~ fD H O~ ~ ~ r r N n 'O O N ~ ~ O ~ ~4. ~ w ~ . -r C ~ 97 ~ ~ ro ~ ~ ~ ~ r~ m n C rr 7 ~ Q v N v LU t1f ~' O (D C ~ !F O .-r -s ~ ,-: G Vf ~ Q ~ Q ~ ~ ro ~ ~ N O ~ ~ ~ ° y ~; rt n " ~ o. ~ r. m n O ~ n O ~* ~ - ~D~ ~ ~ ~ . x > ~ .n ~ _ O ~ fD ~ _ ~ ~ ~ ~ rr ~~-r O ~,^ O O ~ O. O N ~ O ~, ~ 3 ~ _ ~ !~D ~. fD = n' ~. ~. ~ ~ ~ ~ ~ ro ~ ~ ~ ~ N fD _ ~ ~ rY !D Q ~ ~ S ~ Vf II. ~ Q ~ ~ O' ~ -p O' S3. ~ tv 1D ~ In ~ n n ~ o a° o ~, `° r. • ~, si n ~ ~ ~ n r+ ~ ns - o ~ N a ~ -a ~ N a W S n ~ ~ il t \ r-r .-r N ~ rt Q ~ N ~ 0 a ~ ~ ~ ~ . < ~ ~° ~ - ~, ~ ~ ~ ~ vii S O Q ~ ~ _ ~- O .C} O N II7 ftni- ~ V1 [A O ~ sx~ ~ ~ ~ rt Q ~ N N ~ (D N z 0 'm • • ~ D ~ : ~ o ~ ~ ~ a ~ ~. ~ c 0 0 ~ Cp ~ O d O 4 _ _ -< D ~ r ~ r ~ i ..n ~- -4 i O v ~ C n a V ~ ~ ~: 0 ~ ~ ~ n ~ m `t ~. 'ti In tp ~ 4D ~ '~ ~ '77 ~ ~ ~~ ~ vrt+ ~ ~ w Q ? ~ ~ N N oz • v ~ O C ~ ~ „ „ o ~ ~ m Q. ~ ~ ~~~: C ~ ~ c O m ro ~' ~ ~' c ~ °± ~ ~ ~ ~ ~ ~ ~ ~ ~, ~~ ~D ~ ~ ~ ? o °- O o a ~ a- fl- n ~D ~ ~ ~ .« O O~ -* ~ 3 ni c '^ u= O ~^ 3 ~ y~ Q~~ S O ~ _,,,, m a ~ a o ~ ~;, .t n. n ~; _.... , O ~- ~ ~ N i ~ ~ t+` ~ .~< ~ ~ ~ e-! ~ '1'I "~ ~ ~ O. N ~ ,~ ~ ~ a ~~: ' : n, 0 ~, ~.. ~ ~ (n O ~ fl- o '~ o ~ ~ m v~+ ~ a rt ~ ~. u fl. ~^ fp -a ~ ~ L'!. os ~ ~ ~ ~< _ ~ ~ ~ v ~ vn n N ~ 'T'1 >. _~. S A ~•. 4} ~... ~~ * •~. ~ ~ ~ ~ ~ O O - ~ O fD 7r a . N i ~ 4~ `v i O ~ O ~-+ S p~ Q -s O_ a ~ ~ ~ w ~ ~ _ ~' en O (p ~ O ~ H N 3 a~ ~ ~ ~ `" o 0 zu ~ {. c u ~ a a o ,~ ro ~ N Q ~ ~ a ~ ~ ~ Q r+ 01 ~ -O r ~ ~ ~ ~. ~ n m m w°' c o fU ~ ,~ Sb3aI Jl1INf1WW0~ - II XIdN~dd`d a 0 v m 9 D tD O iD pg:'..;. 3 ~, 5a2i~/aNb'15 IN315J1511b'?~l- III XIaN3ddb' N APPENDIX III -TRAIL SYSTEM STANDARDS ~ ~ cn v D G7 cn v ~~.~a~~i 7 ~ ^ N fG Ol m ~ Q, -. ~ N Lri a ,~.' IS 7 3 a ,3. ~_ ~ N ~ ~ ~ ~ N r z ~ (1 .p« .O 01 y fD ~ N N N f1 fp O '`~ ~ ~ fd ~ ~ O N N ~ a ~ ~ ~ N ~ ~ O y ~ ~ O ~ ~ utO~~~ ~ ~ ~• a~ es a y r n r~ G ~ r 3 r D tC ~ ~ tt m v a 'm o. o ~ ~ ~ ~ ~ O ~ ~" ~, N ~. 12' MIN ~ ~ ~ y ~ m j^ ~ c N' c° N ~ ~ j o• o VERTICAL CLEARANCE s 3 ~• ~ ~ a ~ °~ .. m .» ~ ~ rn v ~ 'o m sy m n ~. w v m, ~ o> ~ CS CD m = ~ ~ = v, o N ro sn ~ a. ~ ~ v; v Q m ~ ~~ m c m w m w m °-'. 3 o fi o ~ o~ rt~~ P.. N 7 7 !G. T. 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N = Vy~ ~' o O °~3~ ~ om O ~ r c CD I I Uf 3 1 w 5a2ibaNblS W315J15 ~Ib211- III XIaN~ddb APPENDIX III -TRAIL SYSTEM STANDARDS ,.~ ~, ~~ ~~ o ~, ~, ~z ~., ~, ~~ z c z rn E77 ~_ Qr°~ */ ~_ ' ~' !n N 1J; ~ ~ rv ~~ ~ S :n IJ D o ,'`} 1 'j )~~ i '".._~ ~ ~ • . .y C ~ 12' MIN. VER I ICAL CLE aRaNC ~ _~~ ~ ;- ~:a _~ t ~- ~~ 3 '` , ,t ~q~ ~ f ~ ~ d ,~" /~1 G i ~, k'"" N J m Q .~~.~_ ~~ . '\ i w A W EDGE, PROPERTY LINE OR BARRIER ~» _ o a -~ ~. ~, Q :~ "°S Q -s C7 - L~U ~. a. . ~ O N fN ~ O ~' QQ O. ~ ~ 7 01 ~ n 3 n ~ C ~ ~ ~ N I y N ~` ~` fD O ~ ~~ °~~ a ° y ~ ~ ~ v _ a °o ~ sv m O N f/1 ~ O Q ~ C Q. ~ ~p 01 (D Q ~ O 7 7 ~ ~ Q A fD ~ ~ ~ fn ~ fD 7 C1 O N O 3 ~' O 6 N (n .~. n ~ ~ 3 fA ~ 3 ~ .„ .... . -~ x ",~ ~a H n ~~ ~o> -~ A T=~ ~~` z '- -,,°' ,.,,'s' i _ _ ~.f }'`~' ~ .. .~„ . :~ ~~ ` '~~. ,,~ ~ t.: .~ ., IL` MIN. _ r, ~ ~ bERTICALCLEARANCE - :, ~ ~~< .~ ~.. 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Q ~~ Ltt CD i1b {g} (~ "~ ,,„..,® Q r-t _~ ~~ °'S -°s ~,} C~7 a/ ~, 5a2ibaNblS IN~15J~5 ~Ib2il- III XIaN3ddb ~, APPENDIX III -TRAIL SYSTEM STANDARDS m o ro m a_ ., ~c ~ '~ ~• cn a < ~ ~ c ~ x• ~ ~ ro ~ a nv m a i ~ j a. <~ ~ m~~ < m a ro a o a~ 0 3 ~° ~ v m s s m` w•, ~ m a n s~ <' o s~ ~ o ~ m ~ ~ ; o ti o m ro €€ ~ f€ ~,,, d °o j c, n' ~ ri+ c o ~ ~ .a-t c ~ ro a ~ o ` ~ a. ~ o . a oo ~ o a; ~- ~ 3 ' .3+ m ~ ~ sn o o cc ' s ' °~ ~ 3 d 3 3 ~ a _3 ° O 0 ~ 3 ~ ! ~ Q: ro ~ - .~ tl. 1D d i 3 ~ °' X ~ ~ O ~ a. ~ 2 . rot fD C to 7 a ~ - 1-s o -i ~ ~ N ?c ro ro < s 3 ' " o~ S m ~ ni m y A a ~ r' m x• cn ~ t:, o 0 0 a ~ a ~ s'^. cn 3 ' ~ ~ X ~ n m ~ ~ `." Q ~; < ro ~ °' s uo ~ 3 ~~ s ; c a ~ `o v 5~ m c- ; c ro ro :, ca ro y oc w n o '< ~ a 6 x c a N N~ T~ i~ n V' f a i ro n ~ ¢: ro "a s ~- ~ ~ n m o -t a S CT i ~ X - ~ ~ ~ K N n N „~ .Ci~ _ ~O n O N i' ~ N ~ .U Ln`: ~ :D ¢t '.~. ~ O. ~ Q 3 G. N `r~i ! 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" C (D ~ fD S ~ vi v O X y O O 6a 8 6~ a 7 ~~ N x N 7 " N O O f6 N N O f0 fD ~~ "~ i ~, ~' n ~ ~ m v x N n `A ~ O. O y 01 ~ 01 N O (D .~-. C << ~ ~ O O a ~. K O ~ ~ N ~~ N ~ N c O ~? ~ N 3 ~ <O ~ O N ~ N 3 fD C N m ~ ~ ~ ~ 3 ~ ~ m ~ ~ Cn0 N y N y ~ _ v fD ~ -'` ~' ~ Q ~ 3 X o m m ~ x. _ -^ ~ F m cNU m m o N vi O ~ ~ m ~ ~ ~ ~ N ~ ~ m ~ ~ ~ y~ ~_ w cv < o cs m °• m m a ~' m 3~ n~ o m c °< ~ g~ 6 ~ ~-~3 m~ t0 ~' 'n N ~ O ID OT a v O SU J ~~ v ~ ~ ~ ~` c6D ~ n O ~ O ~ ~ N 6 ~ 01 °L_. N f0 ,~.. ~ ~ N ~ ,~ N ett O y w 'o ip ~ O= G y p trs .a ~ y ~ N y ~_ O. m a ~ ~ s m u, m ~ o aa" a _ N ar ~ m a ~ m c~ i O s v s ~ a Q r. Q g m c°n ~ ~ m ~ 3 om~m 0 { v a ~ r,O' °V4 n N Q~ tU N ~- Ct)e -~ ~• we 1Y-. 12' MIN. VERTICAL CLEARANCE 0 a 0 -v m m 0 o~ a a v m 3 0 m LJ') ~_ i ~ f°"}" _ . °"T (~ _ ~ - ~. _ - "~ - ~. -'a , ~ f"1 CU rt s--t f °' o o _ ~} S S' C m rn Z-I O T+ V ~~ l~~t. ' • ~ l ~_ ~~j/ ~/ Ir ~!/~ ~~ l 12' MIN. ~ " S VERTICAL CLEARANCE ,. - ~~~ t _.. .~..~~_. i3} ~. 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N ~ fD n ~ ~ O , O ~ > ~ 5a2ib'dNb'15 W315J15 ~I`d~ll- III XIaN~ddd o APPENDIX III -TRAIL SYSTEM STANDARDS P-. vD p_ 3 H K O' ~ O C<D a" ;,~ O N ~ S ~ ~ N ~ ~ 0 0 s ,~ n 0 O n n Q ro ~ ~ ' a o- m v ~ n ni y y 6 7 ~ ^. a n ~ ~ o H D cn v' ;"; ~ ~ V; ~ i~ ~ .. T r _ - _ - - W - - _ ~_ ? m .-r ~ ~ ro C ~ O 3 ~ y O ~ vAi ', o ~ ~ O CS '', o n L~ ', n ~ Ol ~ o_ a N d _ O" 7 '' m '~ ~ ~ a t-+ N l0 6Q V ~ N "' o ~ e ~ o ~ 3 a N Q- O O Q O 7 a+x o ns w as oa ~ m ~, ~.-~oooa ~, ~; o000o sr; O ~ fi' ~ !9 !D Qq Stt C N '~ a~~' ~ ~ Q ~ m ~ o ~ ~ ~ N c ~ o m ~ ~ ~ v, J O W N 6C ~ N ~ S 7 N G O O4 ~ .+ G j N O~ fD ~ ~ N ~ 2 W ¢- ? ~ r Al ~ ' 7 ~ ~ ~ Q _S _` O' N O ~ a O S ~ `,may, 2 a '*-' 'a O O ~ ~ O' ~! 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N ~ ~ O ~ ~ 6 n ~ O ~ n N N ~ O 7 (D O ~ ~ O1 Q 7 ~ O ~ Sa?~b'aNb'1S W31SJ~S ~I`d2il- III XIaN3ddb' W APPENDIX III -TRAIL SYSTEM STANDARDS ~ ~ 1- c w m ~ n ~ o o m ~~ ~g~-'mo~', ro ro ~ ~ o• o 0 o m m° o m p N. ~ "~ en ° n si m ~ ~ N a n ~ . m ~ m ~' ~ g~ ~ ~ o~ ~ m ~ o G7 ~•cn~~3 tD D ~ y O <_ O. O ~ 3 z y~ 7~ N 01 I. to 4 ~ ~~'. (7 ~ N N (~/1 M K ~ ~ J~ ~ y fP C E O ''.. ~ ~ '' n ~ ~ '~` (D O -p _ _ m m xcp ~ ~ v ~ o ~° H 3 o m sv ~ w O~ n~~ c~~ ~' ~ rn c° m m° co ~ s D y m 3 p~ ~ m~ o fn ro :° a~~~ m m a~ o3i ~ °i N w N ~ v a~~~ c~ m 1 -p N~~ O m m ~^ ~ m° n n o. 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O ~ ~ N ~~ 6 C ~ ~ ~ ~~ m sv ~ 3 N N Vl ~ ^ N y ~; fl. _II, I t N 5a2i`daN`d15 IN315J15 ~I`d~il- III XIdN3dd`d APPENDIX III -TRAIL SYSTEM STANDARDS _~ ~ o y 01 m ~- v o m =~ ~ ~, 0p0 ~~ 3 ~~d 7 ~ 7 y ~ ~ O O .~. ~ ~' a o' ~ ~ ~ G ~ 3 ~ .~ N Q~ ~_~~ _ ~ Q ~ N N N ~ni '~ a y m N ~3m _. m ~ ~ ~ y~~ o v o Dv ~~ ~ °`cQ ~ ~ y ~ O ~ N y ~ O O~~ V ~ Q G ~ m ~ m ~ ~ O ~ .. o m 0 ~ ~ ~ ~ S~° ~~ ~_ 0 ~ ~ ~ ~. v y ti ~ i d 7 ~ O ' "O - fD m ~ o> ~. m ~~ C ~ a~ ~ ~ D ~ = cn 2 cv°~,D .~ fD~m ~,~v m ~ 3 ~ O °' ~ m m ~ N O < ~ ~ N ~ ~' a ~ ~d 3 y ~ ~ ~ n 'a 3 O n N ~ n y N cq ~_ C'o y ~ ~. y ~ 7 y ~ ~ ~ ~ m 01 0 mom `~ ~ ~ 01 D Z ~ O _~~ . d ~ J vvm ~ ~ ~ O p_ ~ ~r ~ ~ ~ W v ~ ~ ~°m '~ E~~' 1 ~-m ~~~ ~ 1• r ~~-,,.-v~ t . ~ ~4- '. ~' ~ '°. i -c s+ ,~ ~~~f. ~~ n ~ N c n rD a ~ y ~ ti o 3 fd ~ { ~ v ~ a ~ ` S N Q ~ ~ ~ ~ i Q ~ i ~, r m s~ W 3 ~ y ~ ~~ ~, ~~ ~, m ~ ~ s 0 y a d a tic g ~ R. n ~ O VO ~ ? O o ~ ~ m -+. 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C N y SZ 4 ~~ 7 ~ Q y I ~ ~ 7 ny N~ ~ _, ~ C 7~ F'' _., ~ ~. I~ y O ~ O .. }..~_ ~ ,O p O O ~ p.. y Q~Q i _W N ~ O. ~ ~ (D ~ O `: A (Q O pl N (D r: - N :: - F C. .n D? - - G. A ~ ~ ~ ~ ~ Q ~. ^ c, - .. v ,'" ~, ~ "~'_° .. `"•O my ~ m ,'-~ Doti F O ~ .. ~, N w~~ 7 tD-O O ._. 3 R~~ ~ ;may -t N 01 N N n .. O _ N ~ fD y (D ' y y N~ 41 ~ y j d y ~ ~ ~ N f/1 'O Vl 7 tD '°`3 ~ o a n av y~ o w ~ a. Q w O- O ~' !v ~ ~ ,~. O tU y tS y N A I -n n• y r. ~ d tQ 7~? O_ ~ 'O N ~ C s1 O ~ ~ O ~ ~ ~ ~ O ^ tS N ~ ~ ~~ ^• N N N ' d y y N y. 3 O N pl ~ ~ N O ,-. p y 7 -w i Q" Ol O• ~ O ~ .y. (D O Ol 7 'O f0 (D i O- L ~, - ffl (p ~ (D ~ tS _ O i _; N fQ 7' _~ N QfD 6 ~ ~y (D O O (D n -~ O N ~ y ~ . N ~ t2 tv ~ -c O O (n ~ N 7 0 N pl ~G j ~ ~ O y fD "O (Q 0 3~ y Q~ O O~ ~• ~ n O„ y 0 Q y ~ y~ ~ J Q !Z ~ toil O .7_.. tS~ O .. N iN (n N _ N ~G S1 ~ N y~ . O y~ 7 O ~ 3 O l y e O O n to 6 y' ~ ~ ~< N G C a ~. ~ n Q ~ O ~ y N 3 N (D y ~ ~' N ~ ~ n Q~ W O ~ ~ ~ ~ d y I~ n ~~ N ~ ~ y N N 6 fD 7 n N t0 ~ O. O "' N `C ~ ~ N N a tp Q -w N C O p y~ y ~ n N ~ ~ N O Q. ~~ ~ y•a D~ a is y~ ~ , m j N~ O y Q 1 n to 0 N ~ Ul ~ ~~ Q 0 y ~ tS ~ ~ Q ~ ~ Q .On_. O (fl tp C 6~ (D O N O fD (D ~ y I Q (D fn O. ~ n y O O O ~2 ~ n O fyR ~ O- Q O tD tS ~ y X N tn, y ~ N yJ y O O ~ N SU CU Q sn ,__ ",~ • • oc~•~f~it~mcs 3 m ~~ r• o o ° a ~m o p-rt~ ° _ CD iD f1 ~ N 17 N ~ ~ O C ~J ~ Q 7 O .7 iD O N Q .O•~ y O. ~_ N• N iD O ~ ~ ~ 3 r7 i7 N -+• O O 7 i0 D N N A ifl N ry< Z~ Q D (D .A~. y~~ O N~~ y d °• ~ ~, ~•~ ~cfl ° m° ~ a < r ~ (D y N iD C~C O_ N ~ O y 0 r d C~ N ~ ~ fD ~ ip ~ y ~ N N _ n ~ yy ~ ~~ T. (D ~ N "~ ~ -~ (D m a- ~ ~,~ 3 N .. ~~ N ~ ~ C_ ~ ~ O '7l 3 p Ol f/l < WO-o D° ~ N 3~ -~ i7 A (n N y ~ O `G N iD =~' iD O A O iD O N~ N f/i ~ O- Z N !v 6 m°-~m~d~c,"o aN ~sv ~ ° ~~~ y. N fl. y ~ _ = N O ~ ~ ~ N p p~ "N" SO ~7 fl.y ~ 7 'O , ip O ~ ~. ~ ~ (D ~ N N O a-•~N~-per st> c:z.•mm ° o N O ~. N 01 0 iD N N N ~ ~ ~ N O. ~ N ifl N ,N. A O 3• N a y W y O'ip O y iQ fD in iD = ~ ° o °~ ~°-l`< D3 O. pl =`iD N 3 N Ol ~ ip C ~ N ulcl°~a sA. N ~ y~ v of ~ ~ y vi O ~ O iD to y d• ~ ~ OI Z Ul (p ~~ Q_C~O<..OtO O N fyp O. ~ < < Cn ill N O_ pyj ~ 7Crr~~ ~ 7 3 TAT.- O- '~ m co ,. s v 7 i of ..4 i~(s ,~ ~-~ ... ~~~~",R ja ,x :v •" `~. ~' = olio°gnl~~ CD aA°° om~ < n n ~G ~ ~f0 N (D T. m m o-m m --I `~ om~ ~ A~ 6 O Q Q Q 0 N N Ol ~ ~ ~ ~ O• +~ .. cn D•< n o iV .N+ N Z N `G C O N ~ TI C ~ f~ ~ f/l ~ ul 3cD O'O.~ d "•~Z ~ N O S 3 N fD Q w a o•~ C A ~G N iD O N a y -O Q 't n 0 m ~ m p ~ ~ Dvi ~ 'moo ~Z ~ ~ it N N N n iD N SU y .N•. O- f~/1 N (p iD ~ ~• fD C ~ ,0.. ~ ~ ~ ~ ~o vl ~ o y Z ,...., Ul ry ~ O_ O iti v O~ C 3 0 3 fD Q~ N O'N ~-O`yG Q N N 7 O' p 0 0 N 3 '. _. ~ 3 N 3~ N Ol N Q (fl cfl p 7 -~ fD Vl n. =• d N -~ 3~ f7 C 'O" y ~. O. ~ N ~ O d O N Q iD O y N N 3~°°~ino~ o ° m•v o y m o ul ° iQ ~ a mom N ~ N 6 ~ ~ N ~ .A~. O N ~ O < S O• iD O•-O N~ p p y 01 O N O_ 7c < < N ~ vl~•a p ~ N amp o ~ a• of cA°ciol Qom. !v ~ N A C 7 .C O' N iD Ol < ~ O ~ F pl N r• ~O WO A ~W=*fQ N Q~ 7 ~ ~ 3 ~ N ~? W iD ~vi D~~ ~ifl y ~ N N~ O pl "O n(Q ~ aQZ~ so 0 ~ A <n Dycfl fD ~ d ~ ~ ~ Q A y N ~ ~ N ~ 'O O .A•. 7. 6~G ~ N < <~ (D ~ ~ tV ~ N fD ~ i~D Q iD ,-~; Q Il ~~ ,_` T ~ f ~ ~ -I d _ N ill A --{ ~ ~ '~ S O ~ f0 .-. N p N fD n D Wm~~ Q'cio m Z A ~° y m n O_ ~ n n N f/1 7 y ~, ~Zmm~~p~ N Q Q ~ ~ 'O 7 ~ S !yp 7 01 Q a~ r ~ O fn .. ~ O cD t0 ~ Q O O C Ol O (n .~. < f7 `G ~ _n r ~- N imp p N Ol < ~ O .~. c~ °- ~~ D o~i• o~i• D ~ ~ lD d ~ 7 7 .A. ~ Q iD ~ d '-~ (/1 N iAOm>•m= N ~ O."O N fD p O aZ N ~ N~ y N O m •~ n r~,~ i 3. c . ° O. ~ O fD fA n~ m ~ N ~ ~ (Op Z fD ~ .~. N 7 ~ fD ~ A "O (~D ~ ~ 01 O n O ~ (D~ 7 iD Ul ~ ~ U1 MO O'Q~. O-~N ° ~ ~ ~ ° 3 ~ o D°~ a~v ~ ° ~m'o 6O .y+ _s N A N N fR ~ N T. N N O fD y ~ Ol O: Q 7 O ip Ol 7 ff flj CO 7 fA O. ~1 7 N ty 01 i~D 7 -~6~. SN ~ 01 ~ .C. O N .. O ~ ~ N (D fn ~ ~ ~ ~ O t0 O- O N O N NNNyi7,NOl 7 ~ ~ .A~. V O N fD 3 < N t0 ° ° ~m °'A o iD ~ N pl (~ "~c~+m°° 01 C7 N ti N ~ N N ~ N (p `C ~ O 'Q it C O iD ~ 7 O_ ~ 7 ~ y. fD V/ V/ 7 ~ Q O- ~ Ol fp a A S ~ 6 3 i mm-,~m m r n D Z d ~'•. A ifl 7 Ol !' m Z N ~ co d 3 ~• Q ~ ~ a~ C ~ O .~ `~ Ol O O ~ ~ m ~ ° 7 O N 7 N N N N O ~ ~ O N N v N X ~_ O ° a I 6 O A A O N fA 3 O "a O 7 N C y O 7 v N 7• iD iD N N 3' v D N CP4 • cn N 542idaNdlS W315J15 ~Id2il- III XIaN3ddd o APPENDIX III -TRAIL SYSTEM STANDARDS ~ ~D °"O~ ~D 0 o r 0 0: ~ r _~ ~ ~ ~ O N (D (~ ~ Vl iU ~o m ~ ~: . t~,- ~i ~TF. ~_~ .l ~. .' i r?~ r~ ;~: ~ ~'' -o m C Q O O 7 O X03 - - -~~~ 01 N N m °~ n ~ ~ S.U ~ m o - __ ~ ~ _ a ~ N N - ~ ~ y ~ ~ ~ ~ ~ ' j v n~i 6 7 ~' ~ ~ V m v ~ o Q ~ ~p (D ,.,~ Q ~ ~ y sa ~ ;" ~ N ~ a c i- C 3 ~_ ~ ~ i~ y Q _.... 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(D fD v ~ 6 (D fD ~ fTl pn ~ v, y 01 O A ~ 7 N (D N o • . -. ~ O p 3 N p~ 0 D 3 ~ ~? ~ • a v ~ d 0~ x ~~ ~ oo . ~ ~ ~ ~ ~ .o~~a~ m p~•m ~ a6~o _~ ~ a0 m ~ m y ~ a y y y d _ 7 ~ S j ~ Q ~ ~ _ O ~ N p ~ y ~ (~ y ~. 6 U . _ ~ a 7 p~ 7 O O H N N 3 Q N y p 7 N~ ~ N~ O a~ p~ C a ~ " 7 fD (D p N p 01 07 0 'O ~ N N C?n 00~p~ ~' ~ m ~~ 3 ~m<..~-~p-m m o g °'~ ~ ~~°~ m ~3 0'=' O ~ m ~ d ~ D N p - -.mco D N 3 `G y ~ ~ ~ (D f , d ~G ~ ~ C f Q ~ ~. ~ ~G fl- O1 O ~ Vl O y n y ~ ~ -a O ' ~ 01 C? N v O ~ CD y ~ O p y O a y ~ 7 O~ O -w N > ~. O • ~ ~ ' ~. O ~ ~ O N Q ~. ~ ~ ~ .-. N 01 6 O - (D O ~ ~ ~ ~ ff ° O ~ d y f7 .•. N ~ 3 m 3 n i f0 d 3 6 C °' _ 3 m ~ O ~_ 7 a N O N O~ ~ N ~ = O ~ a ~ . ~ N (fl ~G ~ 3 O 7 ~ ~ N O O 3 7 7 N ~ N a f7 _ N fD ~ y N ~ N C ~ ~ - N O O O p (n N o y ,~ 3 m 3 3 -p ~ -. o v, O I y m o N a n n N m ~' 3 ~ ~- o o ~ 3 fD ~ ~ ai (D A N f~ O `G C _~. n ~ f/! 6 ~ p: n O ~. fD Ol 7 a , . O p n N y ~ ~ O O O 7 y N ~ 7 ~ ~ O N (D 7' , n ~ N N fD 3 - } tl' w Sa~lb'aNb'15 W~15J~5 ~Ib2i1- III XIdN3dd`d N APPENDIX III -TRAIL SYSTEM STANDARDS - - - ~ .~ - - _i ._ __ _ ~g9~q VA x = 2 D rv D :~ N t-' ....._... ..._._....... ...._. ...... ._ ...._. _.... ..._ _... ..__ ................_...._.... ._..................._ .:....._ _..... ..._._._................_................................_.... :............................._....... ......_._..... _............... N ~ fD S jy C ' ~ n W N rj ~ ~ ~ fII -1 G N T '~. ~~ G H O Q ~ .ZI ~ W O !D QQ ~ tl3 p' 'xi ~ 9) n O Oo O n '9 ~ n ~ 3 _ n 6 ~ Q ~ z O ]~ O - 0a i (C r ~ s ~ w O T ~ ~ 3 !A i O ~ -+, 3 "' y = 4! -_ o n M ~ ~ ~ a ~ v' ~ ~ " ~ a cn 3 w ~ '~ n ~ '< ~ ~ '< r • f D ~ ~ N " O ~ ~ B" ~ 09 z ~ a ~ ~ ~ ~ :v ~ CG ~ ~ - j ° ro ~ v O 3 3 p J - 3 6 -O .. ~ 93 ~ N ~ ~ _ Q. S .y3 ~ ~ g) N 9! t9 - N~~ i1q ~_ O N O ~ ~ O fn 3 a Y ~ b 3 a te. O i fl ~ ~^ 9/ O O O ? . ~ L3 .Q w ~ ~ N ~ - . M t6 n < N n . ti Q . d Q ' ~ 0 -• ~ tD m au m `.. c o ~ ~ ~ ~ 3 m~ ao O ' oz u, ~ c o w '~ ~ v, 3 ~. 3 _. - ~ ~ ~ ~ ~ o 3 m ~ -o < -f ° O v p ~ 2 . ~ v a 3 o ro ~ ~. 0 0 0_ o ro O y O ~ -c ~ 3 _ ~ O o0 0_ : O Q ~ .. ~ O ~ .-~ O a. O iCD ~ ~ 4 933 O 20i Q 3 ~ fD 9 a iGie a m O S . n .3 G 9 O O O~ to ~ U' n w w 'O N {p 9l ~~ _. 3 .Z3 '^x s m c a y v~~ ro v w ~- ro O' ` rti i O C - L5 O 3 3 3 ~ ~ Q O :a ~-« n C5 z n Q n .. D r W rtf 3 ".7. 3 ~ n - ~' O v _ tlQ v ~{ ~ 3 G ID w e3 w C ~ H ~ j ~ 6. ~ ~ fp ~ ~ J d - ~ ~ ~ is O - ~ ~ 3 2 ~ . ^G C N ~ ~ m 93 ~ v+ .~ Q ~ ~ _ - O C v, ~ ~ ro ~ 3 ' a D D ~ o D ~. . 3nil ~ D ~: ai s y ~ fD a 3 f9 Ol . O a y a n 3~ ~' O K< n ~^ < "' ~~ ' w m a o n o o n o s3 fD ~ n n 9> Z3 n Nn Z7 O 91 n ~ OC 9) .-.. ~~ ~ O w s n~ a ~: w m ~: a s o `~ a o ~' o a 3 y o v 3 m ~ ~ ~ ~ ~ ac ~ ~ ~ ~ ~ 3 ~ ~ -.. = ~, 9, a w _. N +n p3 '6 _` '. „ .._. ~ O ~ ~ n 9J - O n R ~ w 3 Rt ~, .O N ' ~ v 3 9; . 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Q O O __ Y x ~ ~~ G ~ N O ~ _ ,~ ~ a - ~s ~ S~ ~ O a Q ~ 6 ~= Q pp ~ i ~ Q ~ -p ~ ~ Q ' 1 ` j ,O H ~- ~ N °' ~ ~ j , O 3 g 3 ~ o N m r. ~ ~ " iu, <~ l . er - o ~ v S 3 n~~ ? : _v, n~~ o ~ v _ ca a n O - , 79j - - d ~ fD ~. j p (D r ~ fD ' - 4l m ;n o; . _. -w ? ~ »~..._ .... _ w ' n N ~ ~ ~ ~ ~ ~ chi > o m N 5 rofiril+woi~ ~, 6l ~ d ~ N ~ -O 3 N ~ K fU d v D o D ~ D D D > > a C x O -1 Vi H ~ 7 3 _.. ev s ~: O 1 ~ ~ 2 w0 o n v~ ~< .< m ~ -... D . C :^ O O O <\ C O~ ~ 9 3 m 3 m * „ m ~ .C m N a • o 'c s ~. ~ ~' m • z ~ \ 3 0 _ ~ ~ O °~ N ~ m v; C_ ai ' ro = ,~ v r. ~ ~ o d ~ - ~ tp l~ ~ v O Q O d pQ Q Q O O w 542ibdNblS IN~15J15 ~Ib2il- III XIaN~ddb W APPENDIX III -TRAIL SYSTEM STANDARDS o ~~ ~~~~~ m ~ m ? y m ~ 7 ~ n ~, O ~ O fD Z ~ ~ ~ `G N ~p .-. ;i (D -mow N -~.. O Q y 3 fD (D < y ~ N Lr 00 ~ Q 7 .y. ~-°p 6 y ~ N n V) A ~ ~ O ~ ~ ~ 6 ~ ~ 7 N ~ ~ 1 Z ~ O ~ Q ~ 3 7 ,. f7 N p 01 ~ O .. (n (D N Q rnQ° ~ a ~ ~ Qm ~ v•< ~m m ~ O Qm p 0 d ~,, (A n y O O ~ n y Q ~ 01 p N Z1 ~ -* 7 N 0 .. ~ ffl 7 p ~ ~ y y C C ~ ~ ~ y C y ~ ~p fp fD ~~ ~ ~• ~ y_ p y ~p ~ y =` 3 N~ ~ y d S ° N O ty y O 3 ~ _ a~ y ~~ ~ « t0 m ~ m ~ -3~ ~ (A ~ (D f ~ Q ~j 7 O 7~ O O C ~G `e ~~ (D N O O- fl • ~ O W A S O y fQ 7 ~ O' (D ~ n ~ ~ fD 7 y Q ~'a N p `G n~- gw CD p N ~ < O O N ~ ~ y 7c n N S~ ~G ~ '. a ti, y fD . o Q.m ~o ~ ~ cfl coy° ~ v ~~ do°' ~ o~ ° ~ D ~ o m °~ mo ° ~ ~ ~ y o ~ • ~3 < fQ ~ O .+~ Q f p Q C N O~ Q 01 Q(D y O j fD ~fQ Q(D ~ ~ ~~ y O ~ y ~~ ' O N 3 y n O n fD ~ O y Q ~~ %~ 01 ~ CD N 3 <~ y' O N O Q O .< O (D O O N N O N N Q I p N y e n ~ Q ° y N ~ f ~ j ~ p ~ 3 O 7C ~• ~ -O SO" _ O N O [~ A ~ ~ ~ V. n„ ~~ SO O C ~ N fD $ Q y ~ O r ~ 3~ Q ~'~ N ~ y y O < ~• 01 M y ~ Q 01 `< n n ~ (D O~ fy fD y ~ n =• f7 p~ 7? 3 fD Q ~ Q ' ". f7 ~ ~ C ~ ~ O ~ N , .. N N N O O• Q N n 01 n O 6 ~ y O~ 0 0' O '"' 7 n ~' ~ ~ ~ ~ K] ~ y y ~ ~ N y y .~.• O ~ ~ ~ .,, fD ~ A 6 fD ~ ~ ~ (D 7 I fA y fD `2 ~ p~ N ? ~ (D ~ gy N O,O~,~ N ~ = 7 Q (D N fA ~ ~ y fl (D < ~ (~ ~. ( p y ~ ~ ~ Q °- ;~ ~p ~ p• ~ 7 . (q ~ y O f~ O ~ ~ ~. f~D O cD ~ ~. S- y sv ° ~ Q ~ ~ Q 3 ~3 ~~~mm o ~ ~ v a - m ~ o °• ?.. ~ Q°~ n a~ m~ ~ ~• j v m 3 "' ~° 3 co ~ N 3 ~ N C ~fD '~ A ~ ~m D ~ ~~'~~ fD O f f G 6 0 7 p' ~ N N fl1 d O Q O~ N On ~~ Q N 'O c~ I y fD O N -. N y 0 , . O~ ~ O X 7 0 " Q O N 'y6 O 6 ~ N ~~ 7~ -• y N j Q ~ ~ (D a a N ~ ~p 7 fD ~? N 7' ~ O "O ~ !v 6'O ~ y Q- y Q fD Q ~ Q N 7 ~ A Q `G Q n ~ 0 7 `~ 7. Q !v O fD ~ ~ ~ y ~ ~ ~ y ~ ~ j ~ O- -^ N y n O 7 (7 ~ 0 Q Q ' ~ ~ ~ N~ n N < ~ O ! fD 'a O . .-. ~ "' S ' < O y ~ N O ~ ~ n ~< Q O fD .~•. y ' y .. ~ N N Q fD fD ~ `< fA fD O y 7 Q fD ~°w 7 ~ ~ ~ fA y O y ~ O ~ y ~ 3 ~ ~ Q(fl N _~ ~ ~• p~j 7 ~ ~' ~ IU N y+ ~ ~ ~ ~ y _....,~ - . ~ 7 ~ ~ N ~ r.,. 3 O < ~ C C fD d ~ t'm 4.. ~PV ~ y ~ (D y y. C ~ 3 „ ,,, i . . Z4 .`'. L O fD ' Y~ ~~ .} n ~' O ~ O' • .-~ . ~ ``, ~ y • ~ ~ o ~_ c ~n m y ~ ~ I y • h • ~_ 1 w ~12i01N~nNI ~I~Idd - nI XIaN~dd`d APPENDIX IV -PARK INVENTORY .. ro ~~ul?~~nsuo~ a~~~s~ ~Ea~ pU~ ~~uzouoag `~u~dzzzo~ ~' ~a~[[od 'Q a~oz[I ;~u~uzz~[a pzzz; a.zn~aa~rt~a.~~ ad~asptx~~ `ozpn2~ tr~uz~~oJ s~u~2~nsuo~ ~~uoz~~.zad~ pzz~ ~u~uzx~~d ~C~Tjr~~3 ~~uot~~a.zaa~ =~u~}~-pz~11~~ s~aa~tt~a.z~ ad~aspu~~ `a~.~T3ossyT ag uu~~ay~ ~u~~lnszto;~ auzTZd `IAIO~~~ I tY1~CI uz~~Z ~u~~Insu©~ s.zauuz?~d pug s~aa~rz~az~ ad~aspu~Z `~a~~iaoss~ ~ uczp~a :~fe~ pax~da~a tito}uanuI OIOZ I?add ~~.z~v~I ~a u..c~,~ ~~~. ~~d~~ ~~.z~~uI u~Id .za~s~~ uoz~~a.zaa~ pug sx~~d a~~isuauazduzn; ~~z~.~~y~~o ~zr~os ~uau~~x~cla~ uot~~a ~~a-?3 pug s~.~~d ~u~,z~~ ~o IT1~1p~ ~lOZ ~~ady se~at~ uo!~eaaaa~ a~~n!~d - Aao;uanu~ s~ae~ eueae~ty {io9Z) 6 sa~ed5 ~urs}.~~d laaal5-~}0 u~in~ sa~!c ~ui~aed a~ys-up {~c§~? 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'8. r,~b%-~ Uoi~@I305Stf /talU tl tA.l tA.tO~ t{~U.e~ ~QjU0UI1l10~ ~ ' 1oUh'~Q ~ ~ '~ ~, ~ ' =- _ -...~, ~' .~~ ~ 008'[TT9ZZ ~ aayiun~ ~a~~e~ s,~ossassy ` ~. ~ {3ZT`~-SZI1) TZ uoi~aa5 (S-ii-1) uoi,eao~ -.._ eue~er,~ fanu~ u~e~uno~~ ~asun5 isaM ZO~L ~ (~SaaPPV ~aa-qS pau~(sst~ ~saso,~7 uoi~e~~~ ; __ etreae;n~ `ani~© u~e~.urioV~ lasun~:~saM ZO~L (ssa.+ppy ~u~~ie~n]) uoi~e~o~ ~~aauag. ~!r7.~~( U+QI~~c'}.I~i3~ {~AIaQ U1~'~Lil')O~ ~~SUt'1~ ~$a~~ 1~3U~~ ~£'~LIaUl~l10 OIOC L-~~'~ seaay uolleai~a~ alen~~d - haoluanu; s~{aed ~ueaew guts sauea5 aui~aed ~u~~aed a~~s-uQ ~~ aay~o sayoua~ say~ua8 Jsa{gel~iu~Id - ofy {s)I;, ~~ anaagaeg sai}i~i~e~ ~I~~d snoau~~~a~si~ oN aaylfl 0;~1 epewea oh ~uipllnfl uaooa?say s~uip~ine ~Iaad oN aay10 oN {ood uc~lea;aa}~ oN Iood de-~ t_ SOi~~~l~B~ 3l~en~i~ o~ Adoue~ apeu5 ~~ a~nhnalg +ea~, ZZ-S - puno~~,(eId o~ a~nhnalS.iea,l S-Z - FunoaaAeld saan~ana~.S field pug spuno.~~/~~~d f1~j sly~~ ~ lnoyllr~ lano~ aZiS-?IpIi ..._ ~~ sly~r~~ yll~ ~ln0~ 8245-~Ipf'~ o~ sly~r1lnoy}Irw l.+no~ azlc-)ln~ o~y sh{ntl y~,{m 1-~no' aziS-fln~ S~..I n 0~ _. ~~ sea~~t/,eldsse~~~anl a~ sp{aI~ aolloead sse~g}anl seaad ~e~d ssea~ }.~n,~ pue sp~a~ j aN aanoa5 /~1211Ue5 ~~ ~aleM paiw~pa~ {uOt~e$id~ij sad ~a3e~ ai`~~lod s~~tA.laS ~~~~~}~ v~s~~ 52,iJ1'f 9j"~ f patio{a~1a~}) 3Zi5 sa~1b"910 (al!S~ azig I ~.. ~~~-~ ~:s~e. ~~.~ ug~1e(~ossy,4liunuiuio~ y~ue21'C56bSI9Z~ (3ZT'J SZT1) Tc ~oguas ~agEUnN Iac~?ti's uoaeuSO t . S ~) z of - ~u~7e(1eJ'~~l~tl ,4v5 tlie,uneV~1 +saM ~;;trL tssa_ippv laaalS pau;3iss~ lsasoi~) uolleooZ ~tUea~~ `antiQ Ric u!e,uno~ lsa,~,'~ G~b,~ -- _ _ _ -- (scaaPf~kt ~ull,e~} uope~o ~ ~aa~ uor~eaa~a~ {anrad ~~lS ui~~uno ~s~M~ ~~u~a ~e~.uaus~uo~ ?IDZ li~dy seaay uol;eaa~aa a;enl~d - hao;uanu~ s#,aed eueaeyy auoN sa~ed5 ~w~~e~ ~u~~aed a~~s-up o~ aay}Q say~ua~ sayauae l salgeloluald ~N ts)II~'J amagieg sa~~i}iae~ ~}ae~ snoaue}~a~si}~' oN aay}O oN epewea oN ~ul~iln~ woos}saa S~Ulpjln8 ~.1E~ p~ aau} off{ _ Icod uol}eaaaab oN look deb sai~~~i~e~ ?~~enb~/ o~ rtdoue~ apeuS sad aan}d~.~3S ~ea,l ZZ-S - ~uno_in/~eid aT~ aan}~n~}S aeaA S-Z - puno.~°Aeld sawn;?nalS field pue spunoa~~Se}d ~N ~~451~ }noy}IM }anon azlS-;I~H ~~ ~}yell 4}iM ~no~ az15-;IeH oN s}yell }~ioy}IM }~no~ azls-IIn~ s}yell y}1M i;no~ az~g-lln~ S~.InO~ oy c~N _ seasy /geld sse~~ }ins ~~ solal j aul}read sse~~ ~inl s~aa~/ A~:}~ ssea~ }anl pue sp~a~ j pN ul~}~a13 - .. oN JaMac ~SJP.;UE'$. o~ _ as}ems paunejua2l (ual;e~iaal} sa,~ as}eM alga}od Sa?IR.ia~ l~~.t~t~(~ ._::~-~.~ ~aaay €~'a . (~ado~anar~} az15 . i , . sway £Z'4 {a}ES) azrs -- uogahosstt i}lurru:u~oa ~{?ue~ }e}uaur}uo? ~auMp ~~"'~' 09tr06T9ZZ .. ~~~ ~; ;_< ~.,.y aaqu~n(v lao~ed s,acssass~ ~ ~ F y~~r {3Z?21-SZTl) IZ uol}~a5 ¢> ~`°`= ,.~ anuo uoo~ nxa~la,~ y~o~ TZ6$ ,.. ~S-ii-l} uoi!~~o} (ssaapptf 3aa3;S pau~lssy zsasolJ) viol}eao~, ~ a~ta~- uootly n~~~~a,~ u~aN ~Z6S (ssaepp>~ ~w;tey~} uol}e?ol,' (~.IaUB ~~.~ uo~~pa~aa~ {aniaQ uoo~ nno~~aA ~i~aoN) N~ue~} ~e~uaw~~.uo~ OIG~ ,aadN skid uai<ea~~a~ a~eniad _ 1aa3~ianu; s~{~ed eue~etrl aUgN Sa~~ed~ aoUi~'.{:~j ~ ~E.!l~sB~J ~~i~-!1~ ~~ aayl0 sau~ua8 say~uag / sa~ge~ oiu~id atv (s111!~~ at~oaq~e~ sai~,~~2~e~ ~,~e~ snoaue~~a~s~~ oN' ~ay~t7 O?~ `~Ut~i3p~ U74'~aJ~5~1~ s~utp~~n~ ~.~ed a~ ~aykfl o;~ ~ao~ uo~~ea~~a~ a~ ;aa~ deb SBi~t~i~~'~ ~i~.enb}j Ojtj AdaUe~ ap;iuS ~j.ll t?I~f~Url O'~~tQ~! ~.0~~ S~j~ aahl»"la3s .'~eaji Z~-S-~Uf1CL~~A8~f1 o~ aan~~n~~S ,rah c-2 - Put~o~~,te~d saan~an.r~.S A~I;~ pie spunoa~l~e~d aN s7t{~~Z,noy~€a~.~r.a~ azi5-~~~H o?s! s~~r~~-~ u;~r~;~no~ az~S-}i~N Cad S~lj°a t") jt1Gt(}Itvt gltl0~ 3zi~-((77 j a~, c~~~l j ~,Ih1 ;1[l0~ ~2frj-(~Cl~ s~ano~ a~ 9enst~ i~2~~ s~~.~~ ~m.i a~; sp~ai~ a3«~e~d ssaa~,.tn~, seam 1ie~,~ sse.~~ ~anl pue s~~ai~ saa ~u13ai~ a~ 13Md~ h7PtlU P~ aN :aletvl ~awie~aa}~ qua ~~°i.t~~} sa}, aa~e,+~ a~,~~od SB~ift.i~~ ~~~~~~~ -- r -- ,~ sa~~~ BT~t~ r:, (a~i~} a~ig < t ~ , ,~. +~« ;: ua»~uc~sb,t~EUr~utcao~ y~,y~; ie~ua~,uo~ „~ ~~r ' ~. " dvti~SZ4Z a~x ~au~~,p ~agwrl~,r;a~ae,~ s,aossass~ ~ i ~3~~i~1-S~:1} G~ ~,/ *7~r~y {t ~s '~ ~ ._. _ 'r U2d2{A; f 211 t-~,C G121l1 ~~af4~ ~}bj!9 ~~ScJj37,71'/ ia'c.i~5 (~dU9t5S\%aS ~sC3~~~ UCII ^t~Q~ ;~~~~~\ ;~i..,.,~~as"~,.„,_ Ei~U~tiS~! atiri~l »~ {SSd:Ji7N nU,l3~'~AiJ UCt:~~O~ ~e~~~a~ ~a~~ c~E~~~a~~~ (P~~~ uapu~lVt ~s~l~i1) y~u~~ ~~~~aa~a~~ur~~ QLOZ (ildy sea~y uo~eaj~a~ aaeni.~d -;taci}uanu~ s~{~ea eueae~ auo~ saaed5 ~ui~ae~ ~ui~aed a})S-uQ oN aay10 sayaua8 sayauae / sa~geloru~id Qy _ ls)~!~J anaaq_iea sai~i~ias~ ~xe~ snoaue~~a~si~ a~ aayi0 a~ ~u'RIIn5 woo~~sad s~usp~~ns ~xe~ pN aay~p oN food uoiiea~aaa oN food deb yy sap~~~i~ej ~~~enby safi Adou~J aPe45 saA atn~ana~~ aeati Z~-S - puncaRAe(d i~~ aan~anals aeaA S-Z - puno~~Ae~d sa.~n~~nx~$ field pue spunox~~(e~d p~ s~y~~y ~noy~ar~n ~no~ aziS-¢1EH o~ s}4a!l 4~lM l~no~ anS-;teH oN s}y~!~ ;noy~irn l~no~ az~g-(h o~ _ s~u~~y ~~~~nn ~ano~ azi~-Etna- S~.ItlO (uorle~~~a~! saA seam Ae~d ssef9 {znl o~ s~~ai~ aai~aead sse~9 ~nl seaa~r ~~~d swag ~xnl pue sp~ai~ oN ~u+ua~~ b~ aa.^naS ;t ~eltues cif aaSaM ~aw~e~aay (u~i;eB~~J~) sad ,;a3~M a~ge~o~ saatnxa, ~}i~l~('~ ~..«. sang 98'0 ' (pado~ana~j azic, .. ~~,»~ ..~.. ~ sa~3y 38'0 ~ (a1Sj azi~ . . uoi~eiaossy,i~lunult.uo0 yauea (eluaui~ua~ ~. .,ti-- ~aurnp '~_- ~ ~. ,. ~ ., """`~ ~~ ` '.~ D~I9ZZ3Z~ ` Y ' ~agwn~ ~a~~ed s,.icssass~ ,_ (3Z.b-SZ~l! 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Tf _t.~I~1 _. s~~ sa,~ Qh saau'd SSZ saaa~s cg~Z uoElei~oss~ Al{unuzuao~ youed e~uawluo~ NTT~iZZ9ZZ (3ZLN-SZLt} TZ uoil~as •pntg 2uil4a°o~ 4~-'oN LL°8 p2iln°1S5~t ~UU(~ Ecod uo~leaaaa~ food deb sai~i~~~ej ~~;enbb Adoue~ apeyS a3n~an~~5 ~eaA ZI-S - punoa~Geld a~nlunalS JeaA 5-Z - punoa~Aeld s~an~~na~S rSeld pue spunoa~,~e~~ sl~i~!l lnoykgw~ lano~ azig}!eH s14~!l ulir~ ~no~ aziS-};eH slums+.l;noyl!N, lano~ aziS-Iin~ s34~~~1 41trn ~no~ aziS-Un~ s}anon sea~d Ae(d sse~9~'~l splai~ aall~ead sse~~ haul sea~~y /~e~~ ssea~;anl pue sp~a~~ ~lahal3 ...- san~aSA;el~uec aale~Vi pa~ulepa~ ~ale~ algelod .. sa~inaas ~~~}inn (pada~ana~} aziS (a.l5) azt5 ~au,w~~ -_- 7aulUllN ~a~Je~, 5 ~OSSa~Stj ~- ~S-y-1) uo(3eao~ (~saaPRb" ~aaa}S pau~issy sasol~} uoi;e~o~ (ssaao~K °u!l~eW} uo~~e~c~ j~.t~U~ ~aa~ uai}~a,~~a~ tpa~na~nQB auie~a~a~} t~~ue~ le~~au~~uo OTO~ i}ady seaaa uojxea~aa~ alenud -,tao~uaau~ syae~ eue:ae~y _. .. {saaedS£b-/t)s~~ saned~au~;{ie~ ~u(~(ae,~ a~(S-up oN ,~ay,0 oN say~uag J sa;gel ~lu~{d dN (s)Ill.ig anoaq.~eg sa(3(~~~e~ ~(aed snoaue((a~siw ~ujp~jn~ aalua0 ~yunwwo~ ~ay1p o~ eoeuiea __ oN ;;uipling waoaasab s~u~p~ine ~1~ed oN ~a410 -saA food uol~ea~~ab oN laod deb sa~~~(~~e~ ~~~pnb~y r~jy ndQUe~ ap~ys p~ - a~n~an~~S ~eaA Zt-S - puno~a,{eld E3~ a.in;~nJlS aeaA S-Z - punoa~Aeld sa~n;~na~S ~~'(d pue spunoa~~e~d, dN _ S~~t9 ~nay~m ~anp~ az~5-}lei aN; s~y2r~ y~jrn z~na~ azy5-}IeH ~~ s1y`3j1 ~noy~jnr, ~ano~ azjS-IIn~ njy s}yni~ uilon ~~no~ aziS-Iin~ s~ano~ SaJ, Sea1f/ h.?id Ssea9 ~nl p{a!~ Ilagaseg /lteq~~s ('L~ aup pue pGal~ aas~oS (T) aup sPlaj~ a3j:}Jetd sse~g }:n~ s~aa~ ~e~d ssea~ #.an,~ pue sp(a~~ 'Saj JI)iJal3 sad ~a,~as;taezjueg ~N ~alePo1 uau;lepag (uoi;e~u,+l) sah _ 1zrt~m a~qe}od SaatAJ~~ ~i~t(1~(~ - sa~3y ~~~g (padolanar~) azjg ,1._~, _ _ 5a.»b' to'9 (at{S) azj§ ~ ~ ... "' U~1}a17C7SStj Jy~~{ShWtll O~ g3Lt0~j j~7Lal1gU0~ " ~ ' ~ ~ ~~ ~ 13UPA0 t~' ~ ~ . ` ~ .r ~ .~ - - ~SbB ~L~Z~ aar,wn, aaae~ s ao=sass J I ~ _ y M1 t3ZIL~-SZZ ~ t ~~ uo~~~a5 ~5-g-1) uo«e~o~ ..~~ - ,. ~aenainog au~+yaeo~ y~o,V Q516 (ssaappd ~aaa~s pau~iss~;rsop) uo,~e~o7 pa ena~neg ~ai~y~~a~ 4~0,^~ OS~6 {ssaa~ay °ui,le~;) uo;~ea~l (e~aua~ eaa~y ua;l~~a~~a~ {~aed IIluapui~} ysu~a ~e~eaauE~ua~ ~l~OZ i«dti~ seaa~t uo!~eaaaa~ a~en.~~ -~;o}ua,1uE s~J~d euea~~ ..- {sapedS L) sad saaed5 nui~{aed ~ui~aed al~S-up t a~u~o ~ sayauao ~ saigel ulwld t {s)il;~~ aroagae8 saili~iae~ ~aed sn©aue~~a~si~ oN aay~~ oN epeuaea oN Bulppng wooalsa}{ sou{p~~n8 ~aed oN aat{~O saA food uol~eaaaa~ oN load deb sails{ire j ~>lenby oN AdoueJ ape45 orb a~n~ana~g ~eaA ZZ-5 - punoa~lele a~ aanian~~5lea~ S-Z - punoa~,tald saanhnalS field pue $punoa~lte)d ~N s,y~i~ lnoihlrn ~ano~ azls-~{ey a!U s~u~I~ y~irn ~~no~ az1S-}IeH RN s~y2~~ ~noyilnn ~no~ azi5-Iln~ o~ ski{~~~ 4~in~ ~no~ azi$-Iln~ sl~no~ oj~ oN sea~y held sse~J }~nl oN splay aal~aead ssea~ ;arl sea~b ~~td sseac~ };an1 pue sp~ai~ oN ~I~~aal3 eN aanna5,t~e~{ue5 oN :+a~eM pau~lelaaa due;}e`~µil! sad a}~/~ alc~~o~ say{Haas Al!{~lft ;~ ~ - ~~ ~~ sa~~~+59'0 i {padalanap) azic g. - >_ ~ =~ _. 3 sal~tr59.0 ~ . f~ : (a1S)az:5 ~ J ` , :~ ~ ~~ ~~ ~1c~IjeI~O55tf s.iffUNtQ~uA~~-j +saa~ °.1,€8E~ .IaUM O y; ~`, '' 04E9IZZZ'Z ~ ~ ,€aquan~ j~~~ed s,aossassy . t ~ {~Zti2i-S~Zl) 3Z uol}~a5 r~ s ~ ~S-2i-i) uo.ae3o~ . ~ ,. ~ ~ ~ eue~eUN `a,~iad ~~ou el<_a~S ~saM 985E ~" (ssaappy ~aaa~S pau~issy~ ~ asol~j uo4pao~ g i~ C I paU~ISSy 2UO(~J ' _~_~ ~SSa.fPR~ ~U1118U\f ~ d01,@?0~ ~eaauap ea.~~r ucaE~,eaaaa~ {aniaQ ~~02! ~}s~i, ~.sa~} ~s~a~ e~aa~iC ._ Ot~Z II~dt9 seaa}t uo~~eaa~aa a~en~.~~ - Aao~uanur seed euete~ auo~ sa~ed5 ~ui~{aed `s~U!}}Je~j axis-u0 o~ ~ a;{;0 sayauag sayauag / sa{qel a~uaEd sak is)1Ii_i~ anoaq~eg sa~~.i~~~e~ ~E~ed snoaue~~a~siw QN ~ay~0 i~OT x ,t3T} saA epewe~ oN ~uip~in9 wooa~saa s~uip~ins ~laed o~ ~ai~lO o~ food uoi;eaaaaH o~ food deb Sai;I~I3e j ~1~enbb oN ~tdoue0 ape4S aN _ 3~n~an~7S aea/, ZI-S - punoa~ke~~ sah aan~an_~~S aeaA S-Z - puno~~Xeld saan~~naiS field pue spunoa~~(e~d saA s~u~~~ ~noia~iro~ aano~ ang-}tey: oN s1y~s~ y~irr ~no~ aziS-}IeH pN s~~lff€l lno4~{n~;mo~ az+,-lln~ o~ s~y2~~ 4~~rn ;anon aziS-~~n~ s~anoa s~A seaa~r Ae~d ssea~ }~n1_ ot~ splai~ aai.~e~d sse~9}~n~ seam Ae~d sseag 3anl pue sp~a~~ saA ~iaaaal= t~N ,arna5 h~e~iue5 o~ ta~elvl Paw~epay sad, aa~en~ aigezod s~~~aaS h~-i?~tl -- sandy gL'T (pado~ana~} azi5 .. ~.: .. sd.~ay SL'i uoa~e;aoss~ ~i~nwuao~ uoow~anG~S aau~.lp "~ 4hZOLZ~v~L x~~wn~ ~aa~ed s,aossass~ ~~~~'~~:` ~' .~ ~~~ (3ZTH-~ZSl} 8L aoi;~ag '`u~~~` dew uoo~ uag~a~ tjktot~ Lb°8 fS-~-!) uoi~eoo7 {ssa:~p~ Iaaa~S , auniss~ ~sasol~) uoile~o~ ..~ pau~issy auay (ssa~ppy n~~!I1el~l) uaiie~c ~ _ ___ ~eaaua~ egad uoi~eaa~a}~ {~e~ uQaw uap~o~ y~.aoN~ uoo+.uaan~MS OLOZ I»d sea~~ruo7~e~~7a~a~e~ia~-,uo~uanuls~{aed~~aE.[e~,y (saaed5 bZ -f~%) s~~ sa~eds ~u~,yaed ~uE~aed a;~~-up ~{~ad ~oQ 4seal-s}O ~ay~~ saA sayauag / salge~ alua~d sad, ISlllla9 aroaq~eg sai;i~i~e~, ~aed snoaue~~aasiW otv' ~aylfl ?Z) saA ep~we~ iZa sa}~ ~ujplirg u~ooa~sad s~uip~ing ~aed off; aai{~0 a~; Eood ua;eaa~aa a~ food deb sai}i~iae~ ~i;enbb sa,~ ~tdoueJ appuS sa,~ a~n1~n~1S lee1, Zi-S - puno~~~leld e~ aanl3na~S aea,~ 5-i - punoa~Aeld sawn;~n.a;5 field pue spuno.+~~(e~d a~ sy~i~ ~nopann ~no~ az1S-~I~N oN s~4~i-~ ytinn ~no~ az15-,IaH ~noJ {l~9~atlo~ pue5 {-~) Stip / ~na~ lieq~a~gs°9 (t) aup s~il~l~ ~noy~'rn ~~no~ azis-pn~ s~ano~ sluua.L (c~ orrl s~4~1~ yltrv~ ~~no~ az!S-!Ind s;anon sad, seaat` A~a1d ssea~ ~i~l oN splai~ a~~~~eid ssea9~m1 seaay 1~e1d ssea~ ~anl pue sp~ai~ saA a~,~aa~3 sad, aanlas A.ie~iue5 oy aaleM patulepa~{ sa,~ ~a1°!v1 alq~lod saa~naac, ~;l1!~fl ~ --- ,. saia~ Z8'S (padolanao) azi5 sa~~yZg•5 ja11S) azls ~ ~,~ ", uogehossy u,ezunow anon ~ i ~~ ~ . aaun~p , ` fZ00trS8"tZ ~ ~ . ~ :: aagwn~ laaaed s,aossass~t _ ~.. ~: x `~, . ~~.. ~3ZZL-cST s } g£ uoik~as ~ ' {s-ii-13 uolleaa~ k ~ .. ~ . n ~ paen~~rrz?8 ul~~uno~/~ anon ~(~oN 50~iZT ;'ssB.IpR~ ~aa~S pau~~ss~{;saso~) uolzeao-( pxenap~og ule~uno~} anop y~oN 50tr~T _ (ssa.~ppy~u;;e~) uoi;ea©~ ~eaaua~ Saab uoi~aaaaa}~ J ~1~~'d uEe~unop,~ ano© 0 : LIZ ; lldt{ seajy ~aijeaaoab aenlad - h~o~uanu~ s~{led eu~aeW (sa~eds Lj sad saoed5 9u,~;aed ~ui~,~ed axis-up Bealle3cs~ o~ ssa~~yi~ae~ boo gseal-}}© IiewS aay~p saA ~ayaua8 / sa~yeloiu~id saA (5);Ila9 anoagae~ sai;~~i~e~ Ted snoaue~~aasEW oN aa4+0 ~,dZ X,dZ -/+) s~A ~pewey saA &uip~ing wool}sad s~u~p~ins ~.ted o~ aay,o o(~ ;ood uai~eaauaa oN food del S~I~(~T~ej 31~2nFJfJ saA AdoueJ apeyS s2Jti ~ aar.~an~}S peal ZI-S - ~uno~~ha~d p~ a~nlanalS weal 5-Z - punoa~Aeld sa,~n;ana3S ~e~d pue spunoa~Ae~~} ~ile9~a~iSe9) `-z~l ~ 5~y~i ; ~noyz+n,+ ~no~ az~S-}IeH e~~ sly~i~ y~~nn ~no~ aziS-}IeN b~ - s~U°i~,nou~ir~ ~ano~ az~S-Iln~ _ o{~ slyn(~ u,~inn ;anon any-Iln~ S}Snfl3 saA sea~y lead ssea9 }m1 oN sPial~ cuiioeid ssea~ }an! seaad deed ssea~;and, pue sp~ai~ 5~,~ ou~3a~~ 5~,~ aan~zc rUe~iu2S flly aale,'V~ pau~~e;aa~ saA ~a1eM zl~~lod ~a~~naag A~i~i~n - __--- ~ sa~~bL"t (padc~anaQ)aziS M~ ~aa~~za a.1~~1 6'bZ }o wed .'_„ ,, u~i~~e~uossyl~iunuau~o~ uie}unca~I ar,oQ ' ' '.; -~~ „, t 0£OZ-55-8tZ (a~{Sj az~5 aau.~Q aacliun~ ~a~aed s,aossass~ ~ ~3ZLk3-S~il) 4£ t~ol~oa5 __ --- {5-ii-1) «o~le~o~ eueaeW ';~~~,r~opayS mad isaM 6ZZ5 ~ssa~Ppb;ada~S pau~}sst~ ~sasop) uoge ~o-i pa~issyau4~ (ssa~PRb~uyie~~ uo~,eao~ geaaua~ ~aa~ uoi~,~aa~~a {Item nnap~t~S ue~ }sam) anaasaa~ uie~.uno~ anon Q~OZ (tatty sea~y uoi2~a~aa~ a~enad - haa~uanu~ s~a~~ eueae~y (saaedS ~i saA sa~eds ~ui.vaed ~UI}~.IB~ a~!S-UQ C - ;ay~Q ~ ayauag J sage, aiuaid (s)~;i~9 an~agaee sa!~r!l~ej ~aed snoaue!!a~s!(~ r, -~ay~0 L epewe~ ~uippng woo~~sa~ s~u!pl!n~ ~aed oN aayl0 oN ~ooo uoi~ea»a~{ o~ food deb sal;!!!~e j ~i~.enb~ saA. hdoueJ aPeyS ~ a~n~ana~S weal. 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F1OH $tlrS501~ BUIla~U2~ .auMO ~.^"- - "~# ,~ ~~"''i~e3;. °.~~ ~'t 089£-L£-6R :agwn~ ~aaaed saossassy ~. , '~~. ~ (3~I2f-SLTl.) 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j saA au~ual3 _... a{~J laMas ~,12~lUe~S oN aaie/,/t pawiepaa _ saA _ :alerVt ahleao~ sa~!naaS ~~!!!~t~ ~,,,.,.:~:: .. ,a~'~` _. saaayZL'I (pado~anaQ)aziS ur~~~eiaass~A~{unwuiog swae~ uappe;~ ~aur~~ _.~ , , - ~_~ t~£tr~95L€Z '' ~ . aaquan~J iaaJed s,_~ossassry <:° (3t L23-SI'[1) b£ uat}gas (S-21-11 uoi~e~o~ ~, eue»~'~A;~Q }uege~8 ~4?.+aN $9g~I ~* Issa~ppb ~aaal5 pau~iss~;sasolJ) uo{~e~od au~{ss auo p ~ N !~ - - _ , ssa~ # PPV~ui~iew)uo;;eaa-~ oeaaua~ Lc3J~J t.lt?i~~a.l~aa ~~111,~(~ RUC-q~a8 ~~dN~ s:t~tl.i~'j ~a~p~~~ 4i4Z 1~ady ~paay uoi~ea~oay aleni r~- t~tt?~Ual1U s~i~ed eue~e~ _aup~ saaedg ~ui~~~d `~t.tfi~.led 8~.ls-U{,~ uie3unpj ~ui~ui~o / s~Ed aoysatoy aay~p sa~gel aiu~id j sayaua8 say~ua~ / sa~gel oiua~d sa,l (~)I!!~J anaaq-~e~ sai~i~~~e~ ~aed snoaue~~a~siW o;~ aay~0 {AZ x ~OZ) saA eoewed oN ~uip~m~ uaooa~ a~ s~utp~in8 ~aed oN aay~0 o~ ._ good uoilea~oa~ oN _ food deb sa~~i~i~e~ a~}enb~ SaA _ /~doue~ ap~y5 sa,~ aan~ana~g aeaA Zti-S - punoa~Ae(d o~ aanzonal5 aea,l S-Z - punoa~Ae~d sawn}ana~S ~+eid pue spunoa~Ae~d opj 51y~~11noy}irn ~Jn6J az15-d~eH oN s,.t~~t~ u;`rn ~r~o~ aziS-~IpH oN s~y~!l 1ncyl~m ~no~ aziS-~~n~ oN 51y~i1 yarn ~~no~ azr~-Ii~~ s~ano~ S~J~ sEa~t~ l~ejd sseiJ }ml ~N spEai~ aoi~oead ssna9 ~anl seazy ~te~d ssea~ ~anl pue sp~ai~ sad aaal~a~3 orb ,ran~as A-~e~iues o~ aa~enq pawie;aa~ ~a.t 'a~~M aj4eio~ saainaas ~~~i!~fl __. _ ~,„,,~, saaotl L8'i ,- ,v {pado~anap) azr5 ~ ~; , ~, ~.~~ ~aaa~ LS-~ (aliS) azic ~~,-..s . uo«eiaossb AzFUnwtuo~ Sua~e~ uappe19 ~aurnp ~ ~z'.±r -r.-. _„_r ,~,,.~ r,- - -3-~ c T ~w. ~ DbZSvSL.Z .. ~~ !a UJ tl a~JL~ s~J 65saS5 9 'vl d ~+" f ~ {Z,It~l-ST-G.l) ~c uoil~a5 (S-b-L) uo!~~~o} ~un.~eyy "aa~a{~ ~u;b auo~S y~oN ~I°ZL (ssa~ppy 1aa~~ pau~~ssb ~sasap) uoizeao~ i __ _ pau~issd auo~ (s5~aapp~ ~uiiieN) uoi~eao~l - - - jeaaUa Saab uot~~aa~ra~ {ans.~~ ~~sg~ auo~c 4~o~Ul sua.~~~ uappel~ 4ZOZ I!~db' s~a3t~ uoi}ea13a~ a~en~~d _,~.ro~uanui sued 2ueae~ . auoN sa3ed5 ;~ul~aed ~ui~aea a~~S-U uFelunoj ~u€~ulafl / s~Id aoysaaoH aay~a saigei~pu~~~/say~uag sayouag / sa;gei a~uaid saA, {s}Ilu9 anaa~.re8 sai~i))~ej.~ae~ sr~oaue),{a7s}w c?~ aay10 o{~ ~uEphng u~oa~~sab Ss~Ulp)ttl8 ~laed. oN aay~0 oN look uo~~eaaaa~ off} ~oo~ de S81~t}14ej 41}61'lb~/ saA ,ldoue~ apeu5 53~ a.~rt13ri1151eai iZ-5 - puno~~Aeid aN ain~anl,5 -iea~, £-Z - punoa~~eld S~.~n~~na~S field pue spunoa~Ae~d ~y Szy~~~ ;iaoy~irn ~no~ az:5-~IeH oN s1yDi~ y~im ~no~ az:S-31~H DN siy~i-~ ~noy3~nn ~no~ anS-Iin~ AN s~yall y~ih~ ~no~ ang-IIn~ S~JCtOa __ sah seam Held ssea9 }~nl otJ sPiaij aa~~ae~d sseag 3anl seaay held sse.~~;anl pue sp~a~j s~k a~~,aa~~ p~}' ~ah1aS h~e~iueS ~N ,a~erti~ paiu~e{aay ~~A aa~eMaige~od ~a~~~aaS ~;i~~~n saa~t~bZ'S ,_~" (Pado;anaQ) aziS r ,,, uo=~e~aossH Fl!Emc~i€Qa3 sua peg aaPPp19 - - ''~' ''~ e aaurr,~ .___... ,~ ,~>~~? _,. „,-, ~r . - £i59£l__.~ZZ ,a iun ao~e saossass ._ y N I~ d d ~vi~-ST? 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(ssa,tRPt~~~cr~~~e~) uoi~e~o-~ je.~aua ~a.~t~ uo~~e~a~a~ ~ u~s~~ uo~~ua~;~~ ~n~a~ nn~~ ea-~~ ~ue.~~ Q~~u~~ 4TOZ Ilad~i seaay uo~~eaa~ab ax~nrad -,~ao~uanu~ s~ae~ aueaeW auoN ~a,edS ~ui~,~ed ~ui~.~ed a}rs-u~ d~ aaya0 sayouag/s~~geLaiuaAd say~uag Jsa~c~e1a~u~[d SaX ~~)!1~?~J amaaaeg Sal~i~l3~~ ~.IEd SCtfi}~UE''~a~S1~Jij oN aa4afl o~ epewe~ 6~ ~i~rp~rrt'g uiooalsa~ s~uip~~ns ~aed - ~ ~a~~0 o~ to°d uoi~eaaaag oN ;ood d2~j S81~IoEJLj 31~9n~t/ sak ~Sdoue~ apey5 SaA aan~~n~~s ~eaA Z-S - punoa~he)d pN _ aan~~n:1S ~ea~, S-Z - punoaflield ~~.~n~~na~S ~~Id pug s~ru~oa~Ae}~ ~~ s~y~i~ 1^ayliM ~r~o~ azi~-}~eH obi sy~~~ i~~irn ~inn~ azi5-31eH of~J s1U~.~ ;nayxEn~ ~3~a~ azi5-I!n~ oN s~yei~ L;~Enn ~ano~ aziS-Il~~ S~..IilO~ 53,E sea~~ /~e~d sse.9 }anl aN spiai~ a~i~,eac ssea~ ~~rl sea.ty ~~~d sse.~~ ~.~nl pue sp~ai j _ ,. SBji a3a,7aj~ ~N aan+,~5 h~e,iue5 oN a.a~e~ pawieaoa~; saA aalew~ aigeiod Sc~71Ra25 ~}tj!}j~ - -- --- - r sa~~b Z$'Q (oado;anaQ) az~g saa~y Z8"o. + ' (a~iS) azic .n .•~•~, lEOi'~e ~OSS'SI ~UPLU ~UO~ BU BJ e~,~] Gl{7U2Z1 ~ f .~ JaJfa1~ .~ ~` °."~, OLLIZ~iLTZ aaquan~(a~~e~s~cssass~r (3~I2f-S`CI L~ 8Z uc ,~a~ (S-~-L} uoi~e~o~ an3ag eE~a~e~fld 4~oN OBSZL (ssaapP~l ~aaa,S Fau~asG lsasol~i uoile~oZ pau~iss~r auo~ (ssaaA~~ 9u~~~2~~) uo,e~~~ ~eaaua~ e~ab u©t~eaaaa~ {~I~~QS an~a~ e~~a~eaod} euea~W ouaup~ OIQZ i?adtl sea~'d uo~~ea~aa~ a~enu~ - Ato2uant~I s~{ie~y eue~e~ . auo~ saaeci5 ~ulv,~ed ~ui~{aed a}iS-up syled Rupii°M gay}(7 off; sayauag J saige~ aluald o~ ~s)IIu~ anaagae~ sad;~~~aej ~{aed snoaue~~a~siw o~~ a~y~o o~ epetue~ o;~ ~ulpling iuoo~isa~ s~uip~~n~ ~aed oN _ ~au10 pnj loud uoi12a1~ab ~(v~. 100{ dH~ sad}~~s~e~ ~:}enbb etj hdoueJ aPp45 oil a~nlanxlS yeah Zi-5 - punoa~held 01 a.~n~an.~zs aea1. S-Z - ounoa~heid sawn}~na}S Aeld pue spunoa~/~eld oN s~~~i I ;nou~In~ l~no~ az1S-}IpH oN _ sly~ll uirn~ ~mo~ azl5-}leH oN _ ~~f~i~ ~noylhv~ l.ino~ az15-iln~ ~ oN s~yni~ u,im ~ano~ azl5-(Ind s}anon saA sea~y held ssea9 ~anl aN splaid a~i~~e~d sse»J }~nl seaat~ Ae~d sseag 3an,~ pue sp~ai~ q~ ala~aai~ t~~ ~anlag,~S_.el(ue5 p~ .ta~?N1 oawlel,a~ cak aale(v1 al~e~od ' . __ . -_ tfJN (oa~ojanaq) azlg _ ..-_ ~ W. ,~ . ,. ,~ h'?(V1-}c-lu~i;d ~Ilgr:d vI s( lamed - 7/PI . : .t8qum;~ la~~ed s,iossassy ~ .. ~ , f -'. ~~TZ~~S~7 ~~ ~'~ 4161~~~5 ~5-~".~.) 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uolleoo~ pau;~lssb auo~ _ (ssaaap~ ~uple~U} uolle~o~' _ _ ~eaauag ~aab- uo~~~aa~a~ su~uauao~ e~pr~-mol~iNi CI~Z i.€~d~ sea~y ua~~~aa~aa a~ar~~ad -lua~uanua s~aad aue~eyt~ o~ sa~ed5 au~~aed $ll17~.tB~j a~IS-UQ u~eluno~ ~uixutaC aay~p sad saynuag j sa;yel aiuni~ ~A ts)II!a9 annayae~ sa~~-1!ae~ ~aea snoaue~~a~s!w oN ~ay~0 ~~flT x .oZ} saA epe.ue~+ o~ ~uip~mg woo~~sa~ s~u!p!!n8 ~.~ed o~ iay~0 a~ food uo~leaa~ay oN food deb sa!~!!s~e~ ~!;enb~ ~~~ Adoue~ aAeyS -. _ s~A alnldn~~S aea1. ~T-5 - puno~2Ae~d a~ _ a,irt~ana~s aea}, S-Z - puno~~Ae~d saan~~na~S field pue spunoa~Ae~d atu s~y~i~ ~not;~iv. ~anoa aziS-}IeH oN s~ynil y}ins ~moa azi5-}IeH aN sly~~~ ~noylirvs ~~no~ azi5-I(n~ O~J 5~y°nl~ U}IN1 .anon aZiS-~~il~ s~ano~ sa,~ sea~y ,Seed sse~~ }~n t QN splai~ anilae~d ssea9}~ni seam lte~d ssea~ }ans pue sp~a!~ oN aannaS hae~~ueg A~ ~a~e~ pawie~~aa saA ~a1e,Y1 algelod _ sa~!naaS ~~!i!}f1 ~. ,,,~~,,~_r ~ sa~~yg{,- `~ (pado~anaQ)azic war<' Sally ~,b' ~..~„, _~k ~9b lsnal euavl~ }aAaua~y A~~~n~zs a~}! j (ahg} azi5 aaurnp *~ :z - ~ `:":`.:..-: OFSL-LZ-LIZ ' lagwnt~ ~aaaed s aossassd ,~ .. ~:.~....rr~-- ~ ~3tT~-SiI1} ZZ uoi~ha5 tS-~J-_:) uo!l~o~ ~aarzS ~~ess9dt~eseu~ 1sa~ S6bTb {ssaapp~ ~aaa~5 paun~sst~ ~sasop) uo!1e~o~ pau~iss~ auo~ -- --- -~~ lsrappb ~ui~~e;~~ uoi~e~o~ ~eaaua~ e~a~ uo~~eaa~aa (~.~aa~S a~~ss~d rzes~ub }saM? se~n-~ ups OIOZ I!a~d s~~~y uo~laaaaa~ aleniad _Axo~uanui ~s~; red eueaeW tt~i saaeo5 ~ ~~~ red ~ue~aed ~~i~-up uieluno~ ~ui~uiaQ aa410 sad, sauauag / sa~ge1 aiu~id sap ~sli~~_~g annagleg 5~l~ljl~Bj ~aed Snt32UG'~~B~SiW oN ~ay10 C.OZ X ~QI) sap epeLUey - oN ~u~p~ing wooasag s~uip~in8 ~aed oN aayl0 oN ;ood uo!1ea»ap3 oN ;ood deb sai~.~~i~e~ ai~enby sad, hdoueQ aPe4S ~~~ a~nlana,5 aea~l Zi-S - punoa~,te~d p~} a~n;an~1S aeap S-Z - punoan/~e~d saan~~na}S ~efd pue spunoa~~e~d ~aN slt~~i~ lnoyl~,~n ~no~ azi5-;~eK ~N s1q~El 41in~ ~no~ azic-1jeH oN slyn)~ lroylim nog aziS-(I~~ oN srU~!'1 ~~iM l~nog az~S-I(n~ s},~no~ - sap s2aab peed swag }~nl - oN `Alan aailoe~d swag }and, _sea.at~r ~e~d ssea~ ~an~, pue sp~a~~ aN ~~~laai3 ¢~ _ aarnaSAae7iueS o~ aala(V1 pawie~aag sdA ~alpN1 a(ge=od 50~IA.I~S ~~~~~~~ ~ ._ saaarZ _ tf~ado;ana~jazi5 sa»t~ Z =a: (al[S~ az~5 I._ - - S9~09 as;7~i -a;l!11eue~t~p,N Ali~api~ aaunnp ~..~~ OTT.~-LZ-LT.2 a_gwrN laaaed s,.ossass~ ~~ ~diS~r-SITI) ZZ uoiha5 _ (S-2i-1) uoile7o~ ;aaalc auosad;d lsa~`~ 9~~IS (ssaappt/ ~aaal$ pau~iss~+ lsasol~~ uo~leao~ paun~ss~ auo~ (ssaaPPy~uf~~e~~} uo4eao~ _ _ ~eaaua e~a`1~ or~e~,~aa~ ~~aa.r~S auo~sadd ~~a~) s~an~ uS a~az ~~~ab sea~y uoi}ea~aab a}eniad - tuo}uanu~ syae~ eue~ey~ oN Sa~2ds ~uiv,red ~Lil~lp~ a~?S-u0 Ut2}Ut7Qj $UI~WIJQ aayl0 saA say3uae 1 sa~gel ~iu~id saA (s)i;u~ anaagaee sa~~i~t~e~ .red snoaue~~aasi~ oN aai~l0 {,OIX.OL)saA eperue~ oN ~uip~ing wooalsay s~uip~in~ Ted aN aa~{10 oN (ood uo+}eaiaa~ UN ,ood de; sa~~i9iae~ a~~enb~ saA Adoue~ ape4S 5~A aan}3n~1S ~eaA ZT-S - punoa~/,eld oN aanl~nai5 aeaA 5-Z - puno~~he~,~ saan~ana~S field pue spunoa~A~~d oN s1y2i~ inoylinl zano~ aziS-~teH aN s~u~i~ y~inn l.rno~ az~S-~leH oN _ s1y~i~ ~noyzim ~no~ azi5-i(n~ oN s~u~il u;~~ ~tnc~ az~S-I1n~ s~ana~ saA sea.iy ,ie~~ sserg ~nl pN sp~a~~ aaizoead sseag~~n1 sea~d Ae~d ssea~;anl pue sp~a~~ ory ~~a~~a13 o~ aarnaS A~e~iue~ oN as+elN pawie~3ay sad, ,a~e~,'t .a19e~ad s~ain.~aS Jt~i~i~~ -- ~ saaay 6`T {pado~anaQ} az~g Saa~y 6~I (a1;S) azig 53£Q9}sn.~1-a~,!lleuoiietVA~NaP1~ -- .~_ >..~..- raurnq , ~_ ,_ ~~ , ...- ~~~~ra ' ~ -~~ OOT~-LZ-LIZ ~. ~ ,~agtunN ~ao~e~ s,~oss2ssy - (3T?2i-SLTl} ~Z ua~}aaS (5-S-1J uo;,eao~ „~ ~~a.t}S Pl~l~ ~actda~ dsaM oLZT'6 (ssa~pp~t ~aa1~S pau~issb sasoi~) uo~~eeo~ _-- -- ~ pau~issyauc~~y (ssarpp~~ui~ie~) uo±~eaa} [eaaua,~ ~aay uor~eaaaa~ {~,aaa~ play .~addo~ ~s~nn) s~~n~ ue Oi~Z }{ady sway uoa3Qaaoa~ a~er+.»d- (~aoluanu-~aed eueaew _, ~uoN saaeds ~u!~aed ~ui~aed a~iS-up yxed ~ay10 sayaua~ sayoua~ ~ ~~{y~l ;~~~~~ oN {s)II(~~J an~agaeg sai}~~ia~~ ~aed snoaue~~aasiW oN aay~p oN epewea CfR4 quip{ink ~uoo~,sab s~u~p~~n8 ~aed oN aayi0 oN ~oo~ uo{~eaa~a~} oN {ood deb sai~~~~~e~ ai~enbd ~~t ~ldou~~ ePeyS oN a.in~~n~~s leaA ZI-S - punoa~deid oN aanhn~~S aea}, S-Z - punoa~Aeid ....sawn}~na~S field pue spunoa~Ae~d oN s~4ni~ ,ncy~in~ 1ano~ anS-}~eH oN s,y~!l y~in~ ~ano~ az~S-~1aH _ 4N s~y~{-~ ,noy1{nn,~no~ aziS-~~n3 pN s~4~?l y~{m rmo~ azi5-]ln~ s~ano~ aN sea~~ held ss~~g ~an-L ¢N sP{a{, a~she~d swag tangy seaab Ae~d ssea~ ~anl pue sp~ai~ __ oN ~~a~oa{3 4(~} _ aarMaS ~~e~iue5 oPJ JaleM pauaie{aad {~~aoi~e~~aa~) sah ~aeM a(y~~od saainaaS A~~~i;~ -- _ -- ~ - sa_at1 £6'0 ..,..~..,, _ (pado~anaQj aziS Yr :. ,-,., .~ sa»y F6'Q ~ {ali5) any ua~~i~oss :l~ ~ "~s~a~' y~{umuwo~ y~uey ~eluauguo~ la~~nnp ~ i M~ ,~ ~~ ~ 09o£[0°ZZ aaqu~n;~ ~a~~ed s,aossassy ... -~°% (3ZIa-SZ~l~ 9T coi~~as (5-21-1} uo{~e~o~ - eaea~~{ `any raj sogo4d ~sa,V~ 9£SL {ssaappd 7aa.i;S Pau°c{ssty lsaso~g} uone3o-~ paugrssy a~.~o{~ (ssaapp~ ~u~<<~V~!) uore~cr~ ~eaauar~ eaad u©e~~aa3a}~ {an~a~ s©qo~d }sam) y~u~a ~e~uaur~uo' W APPENDIX IV -PARK INVENTORY n