32. Toms River Township - Ocean County Department of Planning
Transcription
32. Toms River Township Component of the Ocean County Wastewater Management Plan Replacing All Previously Adopted Wastewater Management Plans Submitted By The Ocean County Board of Chosen Freeholders | January 8, 2015 Approved By The New Jersey Department of Environmental Protection | Prepared By The Ocean County Department of Planning 129 Hooper Avenue, P.O. Box 2191 Toms River, NJ 08754-2191 (732) 929-2054 Ocean County Wastewater Management Plan Table of Contents LIST OF TABLES .............................................................................................................................................................................. 3 LIST OF MAPS ................................................................................................................................................................................. 3 I. OVERVIEW OF MUNICIPALITY .................................................................................................................................................. 4 II. ENVIRONMENTAL AND OTHER LAND FEATURES ................................................................................................................ 4 III. EXISTING INFRASTRUCTURE AND AREAS SERVED BY WASTEWATER FACILITIES ........................................................ 5 EXISTING AREAS SERVED BY WASTEWATER FACILITIES ..................................................................................................................... 5 AREAS TO BE SERVED BY WASTEWATER FACILITIES .......................................................................................................................... 6 SEPTIC SYSTEMS (INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEMS) ........................................................................................ 6 EXISTING AREAS SERVED BY PUBLIC WATER SUPPLY FACILITIES ........................................................................................................ 6 IV. ON-SITE, NON-INDUSTRIAL WASTEWATER FACILITY TABLES .......................................................................................... 6 V. FUTURE WASTEWATER AND WATER DEMAND ................................................................................................................... 8 MUNICIPAL ZONING ........................................................................................................................................................................ 8 CALCULATING FUTURE WASTEWATER AND WATER SUPPLY NEEDS AND CAPACITY ............................................................................. 9 MUNICIPAL DEMAND PROJECTIONS (URBAN) .................................................................................................................................. 9 PUBLIC WATER SUPPLY AVAILABILITY.............................................................................................................................................. 9 VI. MAPPING REQUIREMENTS ....................................................................................................................................................10 2 Ocean County Wastewater Management Plan List of Tables Table Title 1 2 3 4 5 6 Environmental Features Status of Municipal Ordinances NJPDES - Albocondo Campground Summary of Zones Present and Future Wastewater Flow Directed to OCUA Facilities (MGD) Public Water Purveyor Capacity Page 5 5 7 8 9 10 List of Maps Map Title 1 2 3 4 5 6 Delta Environmental Features Existing Sewered Area Adopted Sewer Service Area Municipal Zoning Regional Planning Area Water Supply Significant Changes Page 11 12 13 14 15 16 17 3 Ocean County Wastewater Management Plan I. Overview of Municipality The Township of Toms River was incorporated in 1767, and is the second oldest municipality in Ocean County. It covers 41.55 square miles of land, and is located in the northeast portion of the County. From its border with Manchester Township to the west, Toms River stretches east across Barnegat Bay to two segments of Barnegat Peninsula, which fronts on the Atlantic Ocean. The northern segment is bordered by Brick Township to the north and Lavallette Borough to the south, while the southern segment is bordered by Lavallette Borough to the north and Seaside Heights Borough to the south. On the mainland, Toms River is bordered by Lakewood and Brick Townships to the north and Berkeley Township to the south. The Township also surrounds the Borough of Island Heights on three sides, along the bank of the Toms River in the southeast. Besides a small portion of the Pinelands Comprehensive Management Plan Area located in the northwestern corner of the Township, all of Toms River lies within the Coastal Management Area established by CAFRA. Since the formation of Ocean County in 1850, Toms River has served as the Seat of the County’s government. Much of the Township’s land has been developed, although there are several protected areas, including Cattus Island County Park and Winding River Park. Most of Toms River’s commercial development has taken place along Hooper Avenue (Route 549) and Route 37, which also serves as a bay crossing connection to Seaside Heights Borough. The Township is the location of several age-restricted communities, as well as Ocean County College, the County’s only public postsecondary institution. Originally called Dover Township, the municipality formally changed its name to Toms River Township in 2006. In 2010, the U.S. Census found that Toms River had a total population of 91,239 people. 43,334 housing units were counted by the Census that year, of which 8,574 were vacant. 6,974 of these vacant units were seasonal vacancies. NJTPA projects that Toms River’s population will increase by 14.87% by 2035, to an estimated 107,176 residents. While the seasonal fluctuations and anticipated population growth are significant, they are not likely to overtax the Township’s wastewater conveyance infrastructure. II. Environmental and Other Land Features Map 1 depicts the environmental features that are required for determining future sewer service areas. In accordance with NJDEP policy, only existing development and vacant land that is not affected by regulated environmental constraints may be included in the sewer service area. Toms River’s two stretches of Barnegat Peninsula feature beaches along their eastern shores. Saltwater wetlands are present along the undeveloped areas of the Township’s coastal mainland and on many of the smaller islands in the Barnegat Bay. Toms River is forested most extensively in the northern and northwestern portions of the Township. Many of these inland forests also feature freshwater wetlands, especially along the Toms River and in the northern central portion of the Township. Toms River is also one of six municipalities with preserved farmland, which can be found on Silverton Road, north of the intersection of Route 9 and the Garden State Parkway. There are no Natural Heritage Priority Sites in the municipality. Table 1 provides a breakdown of the Township’s land area where further growth is constrained by environmental features. In accordance with NJDEP policy, the Township maintains a number of Ordinances intended to protect these environmentally sensitive features. Table 2 provides a listing of the municipal plans and ordinances required for consideration in designating sewer service areas in accordance with NJDEP policy. A more detailed description of the NJDEP policies governing the designation of sewer service areas is included in the County Document of this WMP. 4 Ocean County Wastewater Management Plan Table 1: Environmental Features Environmental Feature Wetlands Public Open Space/Recreational Areas Habitat T&E Natural Heritage Priority Sites Riparian Zones Preserved Agriculture Surface Water Acreage Percent of Municipality 3,768.94 1,064.62 4,105.78 0.00 974.82 7.48 7,764.80 11.18% 3.16% 12.17% 0.00% 2.89% 0.02% 23.02% Table 2: Status of Municipal Ordinances Ordinance Zoning Master Plan Stormwater [County - MSWMP] Riparian Zone Septic System Maintenance Dry Conveyance Septic Connections Code Date Adopted Chapter 348, Article X 4/11/1978 10/25/2006 12/18/2007 [12/17/2008] N/A N/A N/A 7/15/1974 Chapter 348, Article X, Section 28 N/A N/A N/A Chapter 572 Source: http://www.ecode360.com/DO0275?#DO0275 III. Existing Infrastructure and Areas Served By Wastewater Facilities All existing development in Toms River is connected to the existing sewer system. Wastewater is collected through the Township’s lateral lines. The municipal system connects to one of several OCUA lines which ultimately convey wastewater to OCUA’s CWPCF in Berkeley Township. In Toms River’s oceanfront communities, two OCUA interceptors run along the two segments’ bay shores, approaching a convergence point at the Dover-Ortley Beach Pump Station (CPS-19) near 8th and Washington Avenues. Also converging at this pump station is a force main which originates in the residential developments on Toms River’s mainland near Goose Creek; it crosses under the Barnegat Bay carrying wastewater to the Dover-Ortley Beach Pump Station. From this station, a force main again crosses the Barnegat Bay, heading west, and emerges on the mainland along Beachview Drive. The main continues its westerly course until it reaches Roosevelt Avenue, at which point it turns south and splits into two forks which enter Island Heights Borough from the north and east. The line emerges from Island Heights as a single interceptor, flowing westward along the north bank of the Toms River. Along the way, the wastewater carried by this line passes through the Dover-Magnolia Avenue Pump Station (CPS-15). The interceptor converts to a force main in the vicinity of Cranmoor Drive, before reverting back to an interceptor on the western side of the Toms River Country Club. The interceptor then continues traveling west toward the Exit 81 interchange of the Garden State Parkway, where it converges with two other interceptors. One of these two inland interceptors enters the municipality from Manchester Township’s eastern corner, and runs south along the course of the Toms River. The second enters the municipality from Berkeley Township, traveling east along the railroad right-of-way which forms part of the boundary between Toms River and Berkeley Townships. These lines converge with the line approaching from the coast, then continue as a single interceptor flowing south along the Garden State Parkway and into Berkeley Township. Existing Areas Served By Wastewater Facilities Map 2 presents the areas actively served by existing wastewater facilities. “Sewered Areas” denotes that collection lines exist in the indicated areas and that these properties are either 5 Ocean County Wastewater Management Plan connected, or have all regulatory approvals necessary to be connected. Sewer service areas may include industrial businesses that discharge process and/or sanitary wastewater to the collection system for treatment by a facility not owned by that business. Areas to Be Served By Wastewater Facilities Map 3 presents the adopted sewer service area. There are 810.14 acres of developable land, of which 394.83 acres are zoned as residential, 391.87 acres are zoned as commercial, and 23.44 acres are zoned as industrial. Toms River has seen no significant expansions to its sewer service area. Instead, a number of vacant lands have been removed from sewer service. These include natural areas inland of Silver Bay and Goose Creek, as well as tracts along the Toms River and Long Swamp Creek. Local zoning is presented in Map 4, while Map 5 displays the boundaries of the CAFRA region. The Delta Map displays the changes to Toms River’s sewer service area. Septic Systems (Individual Subsurface Sewage Disposal Systems) All of the developed and developable land in the Township is included in the designated sewer service area. The Delta Map displays the proposed changes to Toms River’s sewer service area. Although uncommon, smaller scale large lot developments are usually served by septic systems. Because Toms River is a non-urban municipality according to NJDEP standards, a nitrate dilution model analysis has been conducted (See Section V). Existing Areas Served By Public Water Supply Facilities Toms River’s drinking water is derived from 21 wells, 9 which draw from the KirkwoodCohansey Aquifer, 6 which draw from the Piney Point Aquifer, and 6 which draw from the PotomacRaritan-Magothy Aquifer. The majority of the system is operated by the United Water Toms River, and is capable of pumping 28.555 MGD. The northern segment of Toms River situated on Barnegat Peninsula is served by the New Jersey American Water Company—which is capable of pumping 6.500 MGD—and purchases additional groundwater from outside sources. The southern segment is served by the Seaside Heights Water Department. Map 6 shows the Township’s current potable water conveyance system. The area covered by blue cross-hatching denotes that distribution lines exist, and that these properties are either connected to the corresponding public water purveyor or have all regulatory approvals necessary to be connected with no further review. IV. On-Site, Non-Industrial Wastewater Facility Tables There is one development located in the Township that is served by an NJPDES permitted facility with discharge to ground water greater than 2,000 GPD. The Facility Table for this system is provided in Table 3: 6 Ocean County Wastewater Management Plan Table 3: NJPDES - Albocondo Campground 1. Existing or Proposed facility: 2. NJPDES Permit Number: 3. Discharge Type: 4. Receiving Water or Aquifer: 5. Classification of Receiving Water: 6. Owner of Facility: 7. Operator of Facility: 8. Co-Permittee of Facility: 9. Location of Facility: a. Municipality & County: b. Street Address: c. Block(s) and Lot(s): 10. Location of discharge: a. Longitude: b. Latitude: 11. Present Permitted Flow: 12. Summary of Population Served: Total 13. Summary of Wastewater Flows: Toms River Total Residential Commercial Industrial Inflow/Infiltration Existing NJG0085324 Discharge to groundwater Kirkwood Formation N/A Sandcastle of Monmouth County, LLC N/A N/A Toms River Township, Ocean County 1480 Whitesville Road Block 411, Lot 9 74 deg. 13 min. 51.93 sec. west 39 deg. 59 min. 42.95 sec. north 0.019 MGD Present (2010) Build Out (2035) Population Served Population Served Approximately 350 0** Present (2010) Build Out (2035) Wastewater Flow Wastewater Flow 0.019 MGD* 0.000 MGD** 0.019 MGD 0.000 MGD *Estimate assumes 190 occupied sites using 100 gpd **At the time of the writing of this WMP, this facility is not operational. 7 Ocean County Wastewater Management Plan V. Future Wastewater and Water Demand Municipal Zoning Table 4: Summary of Zones Zone Name Zone Description Municipal Area (ac) Available Land (ac) DS GB HB HMS I LI MF-10 MF-10-AH MF-12-AH MF-16 MF-4 MF-6 MF-8 MHP O-10 O-10C O-15 PRC PRC-3 PRC-4 R/C-3 R-100 R-120 R-150 R-200 R-400 R-400C R-40A R-40B R-50 R-75 R-800 R-90 RC RHB Rural Residential SC-AH-1 SC-AH-2 VB VO VS Downtown Service General Business Highway Business Hospital-Medical Service Industrial Light Industrial Multifamily Residential Multifamily Affordable Housing Multifamily Affordable Housing Multifamily Residential Multifamily Residential Multifamily Residential Multifamily Residential Mobile Home Parks Office Office Office Planned Retirement Community Planned Retirement Community Planned Retirement Community Conservation Residential Residential Residential Residential Residential Residential Conservation Residential Residential Residential Residential Residential Residential Residential Regional Commercial Rural Highway Business Rural Residential Senior Citizen Affordable Housing - 1 Senior Citizen Affordable Housing - 2 Village Business Village Office Village Seaport 9.20 53.48 771.90 73.57 1348.40 31.94 12.36 44.74 20.16 57.62 65.02 351.43 316.65 171.71 199.79 11.72 86.59 440.26 350.03 246.51 1495.01 273.91 1106.21 1388.38 984.09 804.41 2365.70 133.20 391.27 629.85 1691.27 347.33 2044.23 277.62 1123.32 2609.11 11.10 15.54 96.04 193.83 41.47 0.00 1.62 35.16 0.98 3.16 20.28 0.00 0.00 0.00 3.02 40.90 3.11 0.59 0.00 20.59 0.00 35.54 1.56 0.00 0.08 5.21 1.33 21.81 6.83 43.45 45.36 2.75 1.41 5.84 12.33 35.42 50.90 24.37 17.10 262.25 88.57 0.00 0.00 8.08 10.01 0.55 “Municipal Area” includes both developed and undeveloped parcels. “Available Land” parcels are those where no development exists and the land has not been restricted by regulation or dedicated open space or agricultural preservation programs. 8 Ocean County Wastewater Management Plan Calculating Future Wastewater and Water Supply Needs and Capacity Using the information provided above regarding existing wastewater and water supply facilities, sewer service area delineation, environmentally sensitive areas, and twenty-year population growth projections, an analysis of wastewater and water supply demands was performed to determine whether existing infrastructure capacity or zoning is a constraining factor. Where zoning is more restrictive than wastewater and water supply capacity and does not conflict with the environmentally sensitive areas, no further action is needed. Where the demand projections exceed available wastewater treatment or water supply capacity, either the projections must be reduced (such as through a reduced sewer service area or reduction in zoning density) or capacity increased. Municipal Demand Projections (Urban) Following NJDEP protocol for determining urbanized areas, Toms River Township was found to be urban. After subtracting all land that is permanently preserved or protected from future development, more than 90 percent of the remaining area of the municipality is already developed. Therefore, it was not necessary to conduct a build out analysis of the Township. Future wastewater flows were determined by applying 75 gallons per day per person to the permanent year round population increase over the next twenty years consistent with municipal population projections prepared by the NJTPA. The projection anticipates the permanent year-round population of the Township will increase by 15,937 people by 2035, which equates to an increase of 1.195 MGD. The future wastewater flow was then added to the total daily wastewater flow currently directed to OCUA facilities to produce a projected flow in MGD. Additionally, the cumulative square footage of select municipalities’ large scale commercial site plans and subdivisions approved by the Ocean County Planning Board between the years of 2008 and 2011 was multiplied by 0.125 gallons per day, so as to account for significant non-residential development not captured by the NJDEP’s population-based projection formula (see “Additional Approved Commercial Flow” in Table 5). In Toms River Township, this amounts to 0.258 MGD above the projected flow directed to the CWPCF. Summing projected flow and additional approved commercial flow equates to a 1.453 MGD increase in wastewater flow being directed to OCUA’s CWPCF. This is a not an overly significant amount of additional flow. It alone will not have a significant impact on the CWPCF. The flow projections are presented in Table 5. The annual average daily flow in million gallons per day for 2010 and its breakdown by source were provided by OCUA. The Facility Table for OCUA’s CWPCF can be found in the County Document of the Ocean County Wastewater Management Plan. Table 5: Present and Future Wastewater Flow Directed to OCUA Facilities (MGD) CWPCF Residential Flow 7.714 2010 Non-Residential Flow 0.934 Total 8.648 Projected Flow 9.843 2035 Additional Approved Commercial Flow 0.258 Total 10.101 Public Water Supply Availability Public water purveyance infrastructure is presently capable of providing potable water to the Township’s residents in excess of daily, monthly, and yearly demands. Current infrastructure capacity will continue to prove sufficient in the foreseeable future. 9 Ocean County Wastewater Management Plan Table 6: Public Water Purveyor Capacity New Jersey American Water Company - Ortley Beach System Daily (MGD) Monthly (MGM) Yearly (MGY) Capacity Peak Surplus Capacity Peak Surplus Capacity Peak Surplus N/A 0.518 N/A United Water Toms River Daily (MGD) Capacity Peak Surplus N/A 16.045 N/A Monthly (MGM) Capacity Peak Surplus 25.675 20.904 4.771 734.350 620.423 Source: NJDEP Division of Water Supply & Geoscience 113.927 N/A 86.277 N/A Yearly (MGY) Capacity Peak Surplus 5,590.250 4,421.557 1,168.693 VI. Mapping Requirements Please see the following pages for all municipal mapping requirements. 10 M" @ 42E:@ ?D @ 7 7FEFC6 AF>A DE2E:@ ?D >2;@ C :?E6C46AE@ CD 2?5 ECF? < D6H6CD 2C6 36:?8 AC@ G:565 7@ C 86?6C2= :?7@ C>2E:@ ? @ ?=J 2?5 H:== ?@ E D6CG6 2D E96 32D:D 7@ C 2?J 7FEFC6 4@ ?D:DE6?4J 56E6C>:?2E:@ ?D @ C A6C>:E C6G:6HD F?=6DD E96 AF>A DE2E:@ ? >2;@ C :? 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E96 H2E6CD965 @ 7 2 C6D9H2E6C %?6 - DEC62> 2D 4=2DD:7:65 :? E96 ) FC7246 - 2E6C ' F2=:EJ ) E2?52C5D 2?5 @ C E92E 92G6 =2DD 8C@ F?5 H2E6C C@ F?5 - 2E6C @ 7 ) A64:2= 4@ =@ 8:42= ) :8?:7:42?46 2D 4=2DD:7:65 :? E96 C@ F?5 - 2E6C ' F2=:EJ ) E2? 52C5D 2C6 :56? E:7:65 2D $@ ? 568C252E:@ ? H2E6C 2C62 32D65 @ ? E96 ) FC7246 - 2E6C ' F2=:EJ ) E2? 52C5D 2E $ ! 2? 5 @ C E96 C@ F?5 - 2E6C ' F2=:EJ ) E2? 52C5D 2E $ ! - 96C6 E9:D C6BF:C6>6?E 92D 366? DEF5:65 2? 5 C6G:6H65 2D A2CE @ 7 E96 - # & AC@ 46DD E9:D 4=2DD:7:42E:@ ? 2AA62CD @ ? # 2A $@ ? 568C252E:@ ? H2E6C 2C62D D92== 36 >2:?E2:?65 :? E96:C ?2EFC2= DE2E6 D6E 2D:56 7@ C A@ DE6C:EJ 2?5 2C6 DF3;64E E@ C6DEC:4E:@ ?D :?4=F5:?8 3FE ?@ E =:>:E65 E@ E96 7@ ==@H:?8 & H:== ?@ E 2AAC@ G6 2?J A@ ==FE2?E 5:D492C86 E@ 8C@ F? 5 H2E6C ?@ C 2AAC@ G6 2?J 9F>2? 24E:G:EJ H9:49 C6DF=ED :? 2 568C252E:@ ? @ 7 ?2EFC2= BF2=:EJ 6I 46AE 7@ C E96 FA8C256 @ C 4@ ?E:? F65 @ A6C2E:@ ? @ 7 6I :DE:?8 724:=:E:6D D6CG:?8 6I :DE:?8 56G6=@ A>6?E @C 255:E:@ ? 2= :?7@ C>2E:@ ? 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C@ F?5 - 2E6C +D6 $ ! 2? 5 E96 A@ =:4:6D F?56C 6?6C2= " 2?5 C62D CF=6D ) F3492AE6CD 2? 5 N Legend 2=5 28=6 @ C28:?8 ( @25D 6249 ( 2?< >6C86?E - 6E=2?5D ( 2?< >6C86?E - 6E=2?5D ( 2?< - 6E=2?5D &C6D6CG65 8C:4F=EFC6 @ C6DE ( 2?< @ C6DE ( 2?< 70 Æ · 7 6 5 4 623 &C6A2C65 3J %462? @F?EJ 6A2CE>6?E @7 &=2??:?8 646>36C ) @FC46D $6H ! 6CD6J 6A2CE>6?E @7 ?G:C@?>6?E2= &C@E64E:@? 7 6 5 4 620 9 £ ¤ 7 6 5 4 549 7 6 5 4 623 35 · Æ 7 6 5 4 571 7 6 5 4 571 37 Æ · 7 6 5 4 549 9 £ ¤ 35 Æ · · Æ 37 :?49 766E µ 66E *%# ) ( , ( *%- $) & %$ %+$*. $! # & $, ( %$# $*" *+( ) SANITARY SUBSURFACE DISPOSAL (T1) Legend ALBOCONDO CAMPGROUND NJPDES O#B64G< BAF B9 9HGHE8 CH@C FG4G< BAF @4=BE < AG8E68CGBEF 4A7 GEHA> F8J 8EF 4E8 58< A: CEBI < 787 9BE : 8A8E4? < A9BE@4G< BA BA? L 4A7 J< ? ? ABG F8EI 8 4F G; 8 54F< F 9BE 4AL 9HGHE8 6BAF< FG8A6L 78G8E@< A4G< BAF BE C8E@< G E8I < 8J F HA? 8FF G; 8 CH@C FG4G< BA @4=BE < AG8E68CGBE BE GEHA> F8J 8E < F C4EG B9 4 *G4G8 BE 9878E4? ? L 9HA787 CEB=86G P O' HEFH4AG GB % " )< C4E< 4A MBA8F 4E8 988G 9EB@ GBC B9 54A> BE 68AG8E? < A8 B9 4 9< EFG BE78E FGE84@ J ; 8E8 AB 54A> < F 4CC4E8AG 9BE J 4G8EF 78F< : A4G87 4F 4G8: BEL &A8 4A7 4? ? HCFGE84@ GE< 5HG4E< 8F J< G; < A G; 8 F4@8 , 988G 9BE J 4G8EF 78F< : A4G87 +EBHG ' EB7H6G< BA 4A7 4? ? HCFGE84@ J 4G8EF 988G 9BE J 4G8E 78F< : A4G87 +EBHG $4< AG8A4A68 4A7 4? ? HCFGE84@ J 4G8EF J< G; < A BA8 ? < A84E @< ? 8 4F @84FHE87 4? BA: G; 8 ? 8A: G; B9 G; 8 E8: H? 4G87 J 4G8E 988G 9BE 4AL F8: @8AGF B9 J 4G8E 9? BJ < A: G; BH: ; 4A 4E84 G; 4G 6BAG4< AF 7B6H@8AG87 ; 45< G4G 9BE 4 G; E84G8A87 BE 8A74A: 8E87 FC86< 8F B9 C? 4AG BE 4A< @4? J ;< 6; < F 6E< G< 64? ? L 78C8A78AG BA G; 8 FHE9468 J 4G8E 5B7L 9BE FHEI < I 4? 4A7 4? ? HCFGE84@ J 4G8EF < A6? H7< A: GE< 5HG4E< 8F J< G; < A BA8 ? < A84E @< ? 8 4F @84FHE87 4? BA: G; 8 ? 8A: G; B9 G; 8 FHE9468 J 4G8E 5B7L 988G 9BE J 4G8EF G; 4G EHA G; EBH: ; 46< 7 CEB7H6< A: FB< ? F 4A7 988G 9BE 4? ? J 4G8EF ABG 78F< : A4G87 4F GEBHG J 4G8EF 6E< G< 64? ? L J 4G8E 78C8A78AG +; E84G 8A87 4A7 BE A74A: 8E87 *C86< 8F 45< G4G BE 4FFB6< 4G87 J< G; 46< 7 FB< ? F *HE9468 J 4G8EF G; 4G 4E8 78F< : A4G87 4G8: BEL &A8 4E8 ? < FG87 < A G; 8 *HE9468 . 4G8E ( H4? < GL *G4A74E7F 4G % " +; 8 8C4EG@8AG F *HE9468 . 4G8E ( H4? < GL *G4A74E7F ! * 74G4 ? 4L8E J 4F HG< ? < M87 GB 78G8E@< A8 G; 8F8 J 4G8EF +; 8 4CC? < 645? 8 9BBG 5H998E ; 4F 588A 4CC? < 87 GB G; 8F8 J 4G8EJ 4LF 4A7 E8@BI 87 9EB@ G; 8 CEBCBF87 F8J 8E F8EI < 68 4E84F BA G; 8 @4CC< A: #8FF8E J< 7G; 5H998EF ; 4I 8 ABG 588A : E4C; < 64? ? L E8@BI 87 9EB@ G; 8 F8J 8E F8EI < 68 4E84 5HG 4E8 ABG CEBCBF87 9BE F8J 8E F8EI < 68 2BHAG< 8F @4L @4C BHG G; 8 ? 8FF8E J< G; 5H998EF 4? FB 5HG G; 8 N 5H998EF 4E8 G; 8 @< A< @H@ G; 8 ? 8FF8E 5H998EF 4E8 E8@BI 87 7HE< A: G; 8 5H< ? 7 BHG 4A4? LF< F 3 "HE< F7< 6G< BA4? 78G8E@< A4G< BAF 5L G; 8 8C4EG@8AG J< ? ? 58 HG< ? < M87 G B 78G8E@< A8 G; 8 8K G8AG B9 G; 8 F8J 8E F8EI < 68 4E84 BA < A7< I< 7H4? ? BGF HEG; 8E@BE8 6B@C? < 4A68 J< G; G; 8 E< C4E< 4A MBA8 FG4A74E7 ; 4F 588A 78@BAFGE4G87 5L G; 8 47BCG< BA B9 @HA< 6< C4? )< C4E< 4A BEE< 7BE &E7< A4A68F J ;< 6; ; 4I 8 588A HC74G87 GB 58 < A 6B@C? < 4A68 J< G; G; 8 ? BB7 4M4E7 BAGEB? 6G ) H? 8F % " 4A7 . 4G8E ( H4? < GL $4A4: 8@8AG ) H? 8F % " J 4F 47BCG87 BA P O? ? 8K < FG< A: A8J BE 8K C4A787 < A7HFGE< 4? CE8GE84G@8AG 946< ? < G< 8F E8DH< E< A: *< : A< 9< 64AG ! A7< E86G , F8E *, ! C8E@< GF 4A7 BE +E84G@8AG . BE>F CCEBI 4? F 4A7 J ;< 6; 4E8 ? B64G87 J< G; < A G; 8 FC86< 9< 87 F8J 8E F8EI < 68 4E84 4E8 788@87 GB 58 6BAF< FG8AG P ' E8 8K < FG< A: : E4AG 6BA7< G< BAF 4A7 E8DH< E8@8AGF 9EB@ 878E4? 4A7 *G4G8 : E4AGF BE ? B4AF 9BE F8J 8E4: 8 946< ? < G< 8F J ;< 6; CEBI < 78 9BE E8FGE< 6G< BA B9 F8J 8E F8EI < 68 GB 8AI < EBA@8AG4? ? L F8AF< G< I 8 4E84F 4E8 HA49986G87 5L 47BCG< BA B9 G; < F . $' 4A7 6B@C? < 4A68 < F E8DH< E87 '? 84F8 F88 @HA< 6< C4? . $' ; 4CG8EF 9BE G; 8 8K < FG8A68 B9 4AL 4CC? < 645? 8 8AI < EBA@8AG4? ? L F8AF< G< I 8 4E84F < A J ;< 6; 878E4? : E4AG ? < @< G4G< BAF CEB; < 5< G G; 8 8K G8AF< BA B9 F8J 8E F8EI < 68 P O! A7< I< 7H4? FH5FHE9468 F8J 4: 8 7< FCBF4? FLFG8@F ! *** 9BE < A7< I< 7H4? E8F< 78A68F 64A BA? L 58 6BAFGEH6G87 < A 78C< 6G87 F8J 8E F8EI < 68 4E84F < 9 ? 8: 4? ? L 8A9BE6845? 8 : H4E4AG88F 4E8 CEBI < 787 589BE8 FH6; 6BAFGEH6G< BA G; 4G HF8 B9 FH6; FLFG8@F J< ? ? 58 7< F6BAG< AH87 J ; 8A G; 8 78C< 6G87 F8J 8E F8EI < 68 586B@8F 4I 4< ? 45? 8 +; < F 4CC? < 8F GB ! *** G; 4G E8DH< E8 68EG< 9< 64G< BA 9EB@ G; 8 8C4EG@8AG HA78E G; 8 ) 84? GL ! @CEBI 8@8AG *8J 8E4: 8 4A7 46< ? < G< 8F 6G %"* BE < A7< I< 7H4? +E84G@8AG . BE>F CCEBI 4? BE %8J "8EF8L ' B? ? HG4AG < F6; 4E: 8 ? < @< A4G< BA *LFG8@ ' 8E@< GF HA78E %" ! G 4? FB 4CC? < 8F GB ! *** J ;< 6; E8DH< E8 BA? L ? B64? 4CCEBI 4? F B@C? < 4A68 J< G; G; 8 6BAA86G< BA E8DH< E8@8AG ; 4F 588A 78@BAFGE4G87 G; EBH: ; G; 8 47BCG< BA B9 +BJ AF; < C B9 +B@F )< I 8E @HA< 6< C4? 6B78 ; 4CG8E P 8I 8? BC@8AG < A 4E84F @4CC87 4F J 8G? 4A7F 9? BB7 CEBA8 4E84F FH< G45? 8 ; 45< G4G 9BE 8A74A: 8E87 4A7 G; E84G8A87 FC86< 8F 4F < 78AG< 9< 87 BA G; 8 8C4EG@8AGNF #4A7F64C8 $4CF B9 45< G4G 9BE A74A: 8E87 +; E84G8A87 4A7 &G; 8E ' E< BE< GL . < ? 7? < 98 4F ) 4A> 4A7 %4GHE4? 8E< G4: 8 ' E< BE< GL *< G8F E< C4E< 4A MBA8F FG88C F? BC8F BE 78F< : A4G87 E< I 8E 4E84F @4L 58 FH5=86G GB FC86< 4? E8: H? 4G< BA HA78E 878E4? BE *G4G8 FG4GHG8F BE EH? 8F 4A7 < AG8E8FG87 C8EFBAF F; BH? 7 6; 86> J< G; G; 8 8C4EG@8AG 9BE G; 8 ? 4G8FG < A9BE@4G< BA 8C< 6G< BA B9 8AI < EBA@8AG4? 984GHE8F F; 4? ? 58 9BE : 8A8E4? < A9BE@4G< BA CHECBF8F BA? L 4A7 F; 4? ? ABG 58 6BAFGEH87 GB 789< A8 G; 8 ? 8: 4? : 8B: E4C; < 6 =HE< F7< 6G< BA B9 FH6; FG4GHG8F BE EH? 8F P OE84F ? B64G87 J< G; < A G; 8 J 4G8EF; 87 B9 4 E8F; J 4G8E &A8 . FGE84@ 4F 6? 4FF< 9< 87 < A G; 8 *HE9468 . 4G8E ( H4? < GL *G4A74E7F 4A7 BE G; 4G ; 4I 8 ? 4FF : EBHA7 J 4G8E EBHA7 . 4G8E B9 *C86< 4? 6B? B: < 64? *< : A< 9< 64A68 4F 6? 4FF< 9< 87 < A G; 8 EBHA7 . 4G8E ( H4? < GL *G4A74E7F 4E8 < 78AG< 9< 87 4F %BA 78: E474G< BA J 4G8E 4E84 54F87 BA G; 8 *HE9468 . 4G8E ( H4? < GL *G4A74E7F 4G % " 4A7 BE G; 8 EBHA7 . 4G8E ( H4? < G L *G4A74E7F 4G % " . ; 8E8 G; < F E8DH< E8@8AG ; 4F 588A FGH7< 87 4A7 E8I < 8J 87 4F C4EG B9 G; 8 . $' CEB68FF G; < F 6? 4FF< 9< 64G< BA 4CC84EF BA $4C %BA 78: E474G< BA J 4G8E 4E84F F; 4? ? 58 @4< AG4< A87 < A G; 8< E A4GHE4? FG4G8 F8G 4F< 78 9BE CBFG8E< GL 4A7 4E8 FH5=86G GB E8FGE< 6G< BAF < A6? H7< A: 5HG ABG ? < @< G87 GB G; 8 9B? ? BJ < A: ' J< ? ? ABG 4CCEBI 8 4AL CB? ? HG4AG 7< F6; 4E: 8 GB : EBHA7 J 4G8E ABE 4CCEBI 8 4AL ; H@4A 46G< I< GL J ;< 6; E8FH? GF < A 4 78: E474G< BA B9 A4GHE4? DH4? < GL 8K 68CG 9BE G; 8 HC: E478 BE 6BAG< AH87 BC8E4G< BA B9 8K < FG< A: 946< ? < G< 8F F8EI < A: 8K < FG< A: 78I 8? BC@8AG BE 477< G< BA4? < A9BE@4G< BA C? 84F8 F88 G; 8 *HE9468 . 4G8E ( H4? < GL *G4A74E7F 4G % " 4A7 BE G; 8 EBHA7 . 4G8E ( H4? < GL *G4A74E7F 4G % " OBE 946< ? < G< 8F < A6? H7< A: 5HG ABG ? < @< G 87 GB F8J 8E 6BAA86G< BAF F8J 8E 8K G8AF< BAF 4A7 BA F< G8 GE84G@8AG C? 4AGF J ;< 6; 4E8 ? B64G87 < A G; 8 '< A8? 4A7F E84 4F 789< A87 4G % " * G; 8 4CCEBI 4? B9 G; 8 '< A8? 4A7F B@@< FF< BA CHEFH4AG GB G; 8 E8DH< E8@8AGF B9 G; 8 '< A8? 4A7F B@CE8; 8AF< I 8 @4A4: 8@8AG '? 4A $' < F E8DH< E87 CE< BE GB 6BAFGEH6G< BA ? ? 946< ? < G< 8F 4A7 46G< I< G< 8F < A6? H787 J< G; < A G; < F . $' F; BH? 7 58 6BAF< FG8AG J< G; G; 8 E8DH< E8@8AGF B9 G; 8 $' P O' EBCBF87 78I 8? BC@8AGF GL< A: < AGB 8K < FG< A: 4A7 CEBCBF87 F8J 8E F8EI < 68 4E84F J ;< 6; E8DH< E8 6B4FG4? C8E@< GF @HFG 78@BAFGE4G8 6B@C? < 4A68 J< G; 4? ? 4CC? < 645? 8 F86G< BAF B9 G; 8 B4FG4? 1BA8 $4A4: 8@8AG EH? 8F < A6? 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