%PDF-1.2 %忏嫌 10 0 obj << /Length 11 0 R >> stream BT 90.24 38.64 TD 0 0 0 rg /F0 12 Tf 0 Tc 0.12 Tw ( ) Tj 212.88 0 TD 0 Tw (1) Tj ET q 309.12 35.76 0.48 13.68 re h W n BT 309.12 38.64 TD 0.12 Tw ( ) Tj ET Q BT 173.52 706.8 TD /F1 13.92 Tf 0.1051 Tc (I) Tj 5.52 0 TD -0.0754 Tc (-) Tj 4.56 0 TD -0.0329 Tc (295/I) Tj 30.24 0 TD -0.0754 Tc (-) Tj 4.56 0 TD 0.0309 Tc 0.0891 Tw (76/Rt 42 Interchange Reconstruction) Tj 220.32 0 TD 0 Tc 0.12 Tw ( ) Tj -259.68 -16.08 TD 0.0175 Tc 0.1625 Tw (New Jersey Department of Transportation) Tj 254.16 0 TD 0 Tc 0.12 Tw ( ) Tj -216.96 -16.08 TD 0.0099 Tc -0.1299 Tw (1st ) Tj 20.64 0 TD 0.0052 Tc 0.2348 Tw (Public Information Center) Tj 159.12 0 TD 0 Tc 0.12 Tw ( ) Tj -131.04 -16.08 TD 0.0217 Tc 0.0983 Tw (Bellmawr, NJ) Tj 82.32 0 TD 0 Tc 0.12 Tw ( ) Tj -119.52 -16.08 TD 0.0179 Tc 0.1021 Tw (Wednesday April 24, 2002) Tj 156.96 0 TD 0 Tc 0.12 Tw ( ) Tj -132.96 -16.08 TD 0.0198 Tc 0.1002 Tw (3:00 PM) Tj 51.12 0 TD 0 Tc 0 Tw (\226) Tj 6.96 0 TD -0.0602 Tc 0.1802 Tw (8:30 PM) Tj 50.88 0 TD 0 Tc 0.12 Tw ( ) Tj -54.48 -16.08 TD ( ) Tj -74.4 -16.32 TD -0.0183 Tc 0.2183 Tw (Summary of the Meeting) Tj 148.56 0 TD 0 Tc 0.12 Tw ( ) Tj -74.16 -13.92 TD /F0 12 Tf ( ) Tj 0 -13.68 TD ( ) Tj -216 -14.16 TD /F1 12 Tf -0.005 Tc 0 Tw (Introduction) Tj 65.28 0 TD 0 Tc 0.12 Tw ( ) Tj -65.28 -13.44 TD /F0 12 Tf ( ) Tj 0 -13.92 TD -0.0499 Tc 0.1699 Tw (A total of 43 members of the public and 5 public) Tj 233.52 0 TD -0.0209 Tc 0.1009 Tw ( officials attended the first Public ) Tj -233.52 -13.68 TD -0.0268 Tc 0.1125 Tw (Information Center conducted for this project. The Center was advertised and held in ) Tj 0 -13.92 TD -0.0285 Tc 0.1335 Tw (two sessions, with the first beginning at 3PM and the second at 6PM. During both ) Tj 0 -13.68 TD -0.0161 Tc 0.1361 Tw (sessions, attendees were invited to review boards a) Tj 243.84 0 TD -0.0441 Tc 0.1341 Tw (nd handouts, as well as review maps of ) Tj -243.84 -13.92 TD -0.034 Tc 0.154 Tw (the project area and offer suggestions on potential roadway improvements. A formal ) Tj 0 -13.68 TD -0.0356 Tc 0.1385 Tw (presentation on the project was made at each session by Bill Beans, New Jersey ) Tj 0 -13.92 TD -0.0161 Tc 0.0675 Tw (Department of Transportation Project Manager. This wa) Tj 273.12 0 TD -0.064 Tc 0.184 Tw (s followed by an informal ) Tj -273.12 -13.68 TD -0.0188 Tc 0.1388 Tw (question and answer period, after which each session was adjourned.) Tj 330.24 0 TD -0.036 Tc 0.096 Tw ( Copies of the ) Tj -330.24 -13.92 TD -0.018 Tc 0 Tw (pres) Tj 19.92 0 TD -0.0414 Tc 0.3054 Tw (entation can be found at ) Tj 118.56 0 TD 0 0 1 rg -0.0173 Tc 0 Tw (http://www.state.nj.us/dot/roads/rt295/meetings.ht) Tj 241.2 0 TD -0.216 Tc (ml) Tj ET 228.72 412.8 253.2 0.48 re f BT 481.92 414.48 TD 0 0 0 rg 0.12 Tc (.) Tj 3.12 0 TD 0 Tc 0.12 Tw ( ) Tj -394.8 -13.68 TD ( ) Tj 0 -13.92 TD -0.0306 Tc 0.1773 Tw (Comments and questions generally fell into the following broad categories:) Tj 361.2 0 TD 0 Tc 0.12 Tw ( ) Tj -361.2 -13.68 TD ( ) Tj 24 -13.92 TD /F2 12 Tf 0 Tw (o) Tj 7.2 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 10.8 0 TD /F0 12 Tf 0.0042 Tc 0.1158 Tw (Traffic and congestion) Tj 108.48 0 TD 0 Tc 0.12 Tw ( ) Tj -126.48 -13.68 TD /F2 12 Tf 0 Tw (o) Tj 7.2 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 10.8 0 TD /F0 12 Tf -0.0425 Tc 0.1625 Tw (Roadway issues ) Tj 79.92 0 TD 0 Tc 0.12 Tw ( ) Tj -97.92 -13.92 TD /F2 12 Tf 0 Tw (o) Tj 7.2 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 10.8 0 TD /F0 12 Tf -0.0454 Tc 0.4054 Tw (Property issues) Tj 72.72 0 TD 0 Tc 0.12 Tw ( ) Tj -90.72 -13.68 TD /F2 12 Tf 0 Tw (o) Tj 7.2 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 10.8 0 TD /F0 12 Tf -0.0127 Tc 0.3727 Tw (Public information) Tj 90 0 TD 0 Tc 0.12 Tw ( ) Tj -108 -13.92 TD /F2 12 Tf 0 Tw (o) Tj 7.2 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 10.8 0 TD /F0 12 Tf -0.0408 Tc 0 Tw (Other) Tj 27.36 0 TD 0 Tc 0.12 Tw ( ) Tj -69.36 -13.68 TD ( ) Tj 0 -13.92 TD -0.0434 Tc 0.1934 Tw (The following is a summary of some of the key points made by the public $with ) Tj 0 -13.68 TD -0.024 Tc 0.264 Tw (responses by th) Tj 73.68 0 TD -0.01 Tc 0.13 Tw (e NJDOT Project Team, where appropriate$.) Tj 213.84 0 TD 0 Tc 0.12 Tw ( ) Tj -287.52 -13.92 TD ( ) Tj 0 -13.92 TD /F1 12 Tf -0.0054 Tc 0.1254 Tw (Traffic and Congestion) Tj 118.8 0 TD 0 Tc 0.12 Tw ( ) Tj -118.8 -13.44 TD /F0 12 Tf ( ) Tj 18 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0174 Tc 0.1717 Tw (Traffic has grown significantly in the past 5) Tj 210.48 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.06 Tc 0.18 Tw (10 years. ) Tj 48.96 0 TD -0.0404 Tc 0.1124 Tw (It is expected to continue ) Tj -263.52 -13.68 TD -0.0168 Tc 0.0768 Tw (to grow as the development of South Jersey continues.) Tj 261.6 0 TD 0 Tc 0.12 Tw ( ) Tj -279.6 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0424 Tc 0.1144 Tw (Traffic headed for Atlantic City ) Tj 155.28 0 TD -0.0328 Tc 0.1528 Tw (and the Jersey Sho) Tj 90 0 TD -0.0888 Tc 0.2888 Tw (re cause major tie) Tj 84.72 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.0165 Tc 0.0565 Tw (ups on the ) Tj -334.08 -13.68 TD -0.0583 Tc 0 Tw (weekend) Tj 42.48 0 TD 0 Tc 0.12 Tw ( ) Tj -60.48 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0373 Tc 0.1873 Tw (The route is a major commuter route into Philadelphia) Tj 260.4 0 TD 0.12 Tc 0 Tw (.) Tj 3.12 0 TD 0 Tc 0.12 Tw ( ) Tj -281.52 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf 0.198 Tc 0 Tw (By) Tj 13.68 0 TD 0.084 Tc (-) Tj 4.08 0 TD -0.0279 Tc 0.1916 Tw (pass traffic avoiding the intersection use local street in the surrounding ) Tj -17.76 -13.68 TD -0.0312 Tc 0.1992 Tw (communities causing secondary congestion and degrading the local quality of life) Tj 391.44 0 TD 0.12 Tc 0 Tw (.) Tj 3.12 0 TD 0 Tc 0.12 Tw ( ) Tj -412.56 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.14 Tc 0 Tw (The) Tj 18.48 0 TD -0.027 Tc 0.131 Tw (re is a lot of truck traffic at the intersection of Benigno Boulevard and Route ) Tj -18.48 -13.68 TD -0.0187 Tc 0.1387 Tw (168, causing accidents and congestion. ) Tj 189.6 0 TD -0.0425 Tc 0.1282 Tw (This traffic is a local diversion partially ) Tj -189.6 -13.68 TD -0.0298 Tc 0.1498 Tw (due to the lack of a direct connection between I) Tj 227.52 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.0207 Tc 0.1407 Tw (295 and Rt 42. ) Tj 73.68 0 TD -0.0315 Tc 0.1515 Tw (The NJDOT ) Tj ET endstream endobj 11 0 obj 6800 endobj 4 0 obj << /Type /Page /Parent 5 0 R /Resources << /Font << /F0 6 0 R /F1 8 0 R /F2 12 0 R /F3 14 0 R /F4 16 0 R >> /ProcSet 2 0 R >> /Contents 10 0 R >> endobj 19 0 obj << /Length 20 0 R >> stream BT 90.24 38.64 TD 0 0 0 rg /F0 12 Tf 0 Tc 0.12 Tw ( ) Tj 212.88 0 TD 0 Tw (2) Tj ET q 309.12 35.76 0.48 13.68 re h W n BT 309.12 38.64 TD 0.12 Tw ( ) Tj ET Q BT 126.24 708.96 TD -0.0327 Tc -0.0873 Tw (Project Team ) Tj 67.2 0 TD -0.074 Tc 0 Tw (replie) Tj 27.12 0 TD 0 Tc (d) Tj 6 0 TD -0.0204 Tc 0.1404 Tw ( that the \223Missing Moves\224 project, a separate study looking ) Tj -100.32 -13.68 TD 0.02 Tc -0.14 Tw (at I) Tj 15.84 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.08 Tc -0.04 Tw (295 ) Tj 20.88 0 TD -0.0312 Tc 0.2112 Tw (/ Rt. 42 connections may) Tj 119.04 0 TD -0.025 Tc 0.193 Tw ( address this problem This I) Tj 133.92 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0.0216 Tc (295/I) Tj 25.44 0 TD 0.084 Tc (-) Tj 4.08 0 TD -0.0394 Tc 0.0394 Tw (76/Rt 42 ) Tj -327.36 -13.92 TD -0.0306 Tc 0.1321 Tw (interchange project is an $80 million project in which the alternatives are still ) Tj 0 -13.68 TD -0.0189 Tc 0.1389 Tw (being developed. The I) Tj 113.76 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0 Tc (295) Tj 17.76 0 TD -0.026 Tc 0.146 Tw ( / Rt. 42) Tj 38.88 0 TD 0 Tc 0.12 Tw ( ) Tj 2.88 0 TD -0.0386 Tc 0.1286 Tw ( Missing Moves project is a $20 million ) Tj -177.36 -13.92 TD -0.0214 Tc 0.1654 Tw (project scheduled to start design next year, with construction occurring 2) Tj 349.44 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.1 Tc 0.22 Tw (3 years ) Tj -353.52 -13.68 TD -0.0375 Tc 0.1575 Tw (following design.) Tj 83.76 0 TD 0 Tc 0.12 Tw ( ) Tj -101.76 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0281 Tc 0.1823 Tw (There is a lot of congestion along Benigno Boulevard by Industrial Road and at ) Tj 0 -13.68 TD -0.0178 Tc 0.1378 Tw (the intersection of Routes 42 and 5) Tj 167.28 0 TD -0.0176 Tc 0.0176 Tw (5. Will this project alleviate this congestion? ) Tj -167.28 -13.92 TD -0.0219 Tc 0.0733 Tw ($The NJDOT Project Team noted that this would be considered as part of this ) Tj 0 -13.68 TD 0 Tc 0.12 Tw (study.$. ) Tj 42.24 0 TD ( ) Tj -60.24 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf 0.084 Tc 0 Tw (I) Tj 4.08 0 TD (-) Tj 4.08 0 TD -0.0328 Tc 0.1228 Tw (295 is congested due in part to the lane changes that vehicles must do to reach ) Tj -8.16 -13.68 TD -0.0342 Tc 0.1542 Tw (connecting roads. Can the connections) Tj 187.68 0 TD -0.0127 Tc 0.0727 Tw ( be reconfigured to mitigate some of the ) Tj -187.68 -13.68 TD -0.0055 Tc 0.1255 Tw (congestion on I) Tj 74.16 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.0416 Tc 0.1616 Tw (295? $The NJDOT Project Team responded that this will be) Tj 286.32 0 TD -0.048 Tc 0.048 Tw ( a ) Tj -364.56 -13.92 TD 0.0168 Tc 0 Tw (major) Tj 27.84 0 TD -0.042 Tc 0.162 Tw ( consider) Tj 43.68 0 TD 0.048 Tc 0 Tw (ation) Tj 23.76 0 TD 0.0032 Tc 0.1168 Tw ( of our study process.$) Tj 107.52 0 TD 0 Tc 0.12 Tw ( ) Tj -220.8 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0222 Tc 0.1606 Tw (Route 42 creates congestion that extends to Al Jo\222s curve. $The NJDOT Project ) Tj 0 -13.68 TD -0.0191 Tc 0.1391 Tw (Team responded that) Tj 100.8 0 TD -0.0106 Tc 0.0906 Tw ( this project will hopefully eliminate th) Tj 186.96 0 TD -0.0367 Tc 0.1567 Tw (e combination of high ) Tj -287.76 -13.92 TD -0.0243 Tc 0.1786 Tw (volumes and low design speeds at this location) Tj 224.64 0 TD 0.102 Tc 0 Tw ($.) Tj 7.2 0 TD 0 Tc 0.12 Tw ( ) Tj -267.84 -13.68 TD /F5 12 Tf ( ) Tj 0 -14.16 TD /F1 12 Tf -0.0332 Tc 0.1532 Tw (Roadway Issues) Tj 81.36 0 TD 0 Tc 0.12 Tw ( ) Tj -81.36 -13.44 TD /F0 12 Tf ( ) Tj 18 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0309 Tc 0.0995 Tw (There was concern that the highway might be moved closer to the Mt Ephraim ) Tj 0 -13.68 TD -0.0196 Tc 0.1396 Tw (community and through the wooded area.) Tj 200.16 0 TD 0 Tc 0.12 Tw ( ) Tj -218.16 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0132 Tc 0.1332 Tw (There was a d) Tj 66.96 0 TD -0.0166 Tc 0.1148 Tw (esire to use a quiet roadway material, whether that\222s concrete or ) Tj -66.96 -13.68 TD 0.0347 Tc 0 Tw (blacktop.) Tj 44.64 0 TD 0 Tc 0.12 Tw ( ) Tj -62.64 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.051 Tc 0.231 Tw (A question was raised if) Tj 115.68 0 TD -0.0112 Tc 0.1312 Tw ( Benigno Boulevard ) Tj 99.84 0 TD -0.048 Tc 0.168 Tw (or Rt. 42 would ) Tj 78.24 0 TD 0.0165 Tc -0.0765 Tw (be connected to the ) Tj -293.76 -13.68 TD -0.0249 Tc 0.1012 Tw (Turnpike? $The NJDOT Project Team noted that such a connection was ) Tj 0 -13.68 TD -0.0171 Tc 0.0971 Tw (considered as part of an earlier s) Tj 155.04 0 TD -0.0441 Tc 0.2708 Tw (tudy, but is not being considered here, since it ) Tj -155.04 -13.92 TD -0.0264 Tc 0.1704 Tw (does not solve the interchange congestion problems. Fixing the I) Tj 312.96 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0 Tc (295) Tj 17.76 0 TD -0.036 Tc 0.156 Tw ( /Rt. 42 / I) Tj 49.2 0 TD 0.084 Tc 0 Tw (-) Tj -384 -13.68 TD 0 Tc (76) Tj 12 0 TD -0.0404 Tc 0.1604 Tw ( interchange will relieve a lot of congestion on local roads and improve local ) Tj -12 -13.92 TD -0.0376 Tc 0.2176 Tw (quality of life. $ ) Tj 78.48 0 TD 0 Tc 0.12 Tw ( ) Tj -96.48 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0336 Tc 0.1536 Tw (There was a concern that) Tj 120 0 TD -0.0135 Tc 0.0735 Tw ( NJDOT would choose to impact homeowners rather ) Tj -120 -13.68 TD -0.023 Tc 0.143 Tw (than affect the Camden Diocese\222s cemetery. ) Tj 221.04 0 TD 0 Tc 0.12 Tw ( ) Tj -239.04 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0111 Tc 0.1011 Tw (Can Little Timber Creek be restored to its pre) Tj 219.36 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0 Tc (Al) Tj 11.52 0 TD 0.084 Tc (-) Tj 4.08 0 TD -0.0115 Tc 0.1315 Tw (Jo\222s curve state? $The NJDOT ) Tj -239.04 -13.68 TD -0.0235 Tc 0.1092 Tw (Project Team said that the study will look to minimize additional impacts to the ) Tj 0 -13.92 TD -0.024 Tc 0 Tw (en) Tj 11.28 0 TD -0.025 Tc 0.1983 Tw (vironment, as well as explore various options for wetland restoration.$) Tj 336.96 0 TD 0 Tc 0.12 Tw ( ) Tj -366.24 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0166 Tc 0.1366 Tw (Are there short) Tj 72 0 TD 0.084 Tc 0 Tw (-) Tj 3.84 0 TD -0.0402 Tc 0.2322 Tw (term roadway improvements that can be made? $The NJDOT ) Tj -75.84 -13.68 TD -0.0261 Tc 0.0981 Tw (Project Team noted that some short) Tj 170.4 0 TD 0.084 Tc 0 Tw (-) Tj 3.84 0 TD -0.0367 Tc 0.2767 Tw (term improvements have already been made, ) Tj -174.24 -13.92 TD -0.0298 Tc 0.2098 Tw (while others, including signing, ca) Tj 165.36 0 TD -0.0452 Tc 0.1652 Tw (n be made. In addition, the Missing Moves ) Tj -165.36 -13.68 TD -0.0305 Tc 0.1505 Tw (study will also create short) Tj 128.88 0 TD 0.084 Tc 0 Tw (-) Tj 3.84 0 TD -0.0253 Tc 0.2653 Tw (term improvements.$ ) Tj 103.68 0 TD 0 Tc 0.12 Tw ( ) Tj -254.4 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0327 Tc 0.1527 Tw (There was a concern that there should be contingency improvement plans if ) Tj 0 -13.68 TD -0.0364 Tc 0.2764 Tw (funding availability changes.) Tj 138.72 0 TD 0 Tc 0.12 Tw ( ) Tj -156.72 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.044 Tc 0.116 Tw (A question arose questioning if ) Tj 152.64 0 TD -0.0022 Tc 0.1822 Tw (the Missing Moves project ) Tj 132 0 TD -0.402 Tc 0 Tw (is) Tj 7.44 0 TD 0 Tc 0.12 Tw ( ) Tj 3.36 0 TD -0.064 Tc 0.184 Tw (be built on landfills ) Tj -295.44 -13.68 TD -0.0754 Tc 0.3554 Tw (and if so ) Tj 44.4 0 TD -0.0202 Tc 0.0922 Tw (does this present a hazardous situation.) Tj 187.2 0 TD -0.0221 Tc 0.1421 Tw ( \(The NJDOT Project Team noted ) Tj -231.6 -13.92 TD 0 Tc 0 Tw (that) Tj 18 0 TD -0.0289 Tc 0.1009 Tw ( at present the preferred alternative) Tj 167.28 0 TD -0.0227 Tc 0.177 Tw ( would be on landfills. Compaction testing ) Tj -185.28 -13.68 TD -0.0219 Tc 0.1419 Tw (and settlement platforms are currently being examined. Impacts are ) Tj 329.76 0 TD -0.0707 Tc 0.1907 Tw (also being ) Tj -329.76 -13.92 TD -0.0339 Tc 0.1711 Tw (studied to determine any hazard involved. There would be no excavation and a ) Tj ET endstream endobj 20 0 obj 8830 endobj 18 0 obj << /Type /Page /Parent 5 0 R /Resources << /Font << /F0 6 0 R /F1 8 0 R /F3 14 0 R /F4 16 0 R /F5 21 0 R >> /ProcSet 2 0 R >> /Contents 19 0 R >> endobj 24 0 obj << /Length 25 0 R >> stream BT 90.24 38.64 TD 0 0 0 rg /F0 12 Tf 0 Tc 0.12 Tw ( ) Tj 212.88 0 TD 0 Tw (3) Tj ET q 309.12 35.76 0.48 13.68 re h W n BT 309.12 38.64 TD 0.12 Tw ( ) Tj ET Q BT 126.24 708.96 TD -0.0412 Tc 0.2719 Tw (section of the landfill would be capped. All landfill construction must meet ) Tj 0 -13.68 TD -0.066 Tc 0 Tw (NJ) Tj 13.2 0 TD -0.0102 Tc 0.1302 Tw (DEP approval. \)) Tj 77.76 0 TD 0 Tc 0.12 Tw ( ) Tj -108.96 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0515 Tc 0.2269 Tw (The concern was raised that Route 55 should have been built with two la) Tj 348.96 0 TD -0.1224 Tc 0.2424 Tw (nes in ) Tj -348.96 -13.68 TD -0.0096 Tc 0.0558 Tw (each direction, rather than one, in order to accommodate the traffic that now ) Tj 0 -13.92 TD -0.0137 Tc 0.1337 Tw (exists. ) Tj 33.36 0 TD 0 Tc 0.12 Tw ( ) Tj -51.36 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0345 Tc 0.1845 Tw (The concern was raised that a connection from I) Tj 231.12 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD -0.0158 Tc 0.0158 Tw (295 to the New Jersey Turnpike ) Tj -235.2 -13.68 TD -0.0643 Tc 0.3443 Tw (should be built. ) Tj 77.28 0 TD 0 Tc 0.12 Tw ( ) Tj -95.28 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0229 Tc 0.1429 Tw (The concern was raised that sound barriers should be completed al) Tj 318.72 0 TD 0.021 Tc 0.099 Tw (ong I) Tj 25.2 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0.03 Tc (295.) Tj 21.12 0 TD 0 Tc 0.12 Tw ( ) Tj -369.12 -13.68 TD -0.0244 Tc 0.1074 Tw (Other residents complained about the waste of money they felt the placement of ) Tj 0 -13.68 TD -0.0386 Tc 0.1586 Tw (sound walls was.) Tj 81.6 0 TD 0 Tc 0.12 Tw ( ) Tj -99.6 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0244 Tc 0.1813 Tw (Was light rail considered for this project? $The NJDOT Project Team noted that ) Tj 0 -13.68 TD -0.0254 Tc 0.1454 Tw (an earlier study reviewed this option, but it did not solve the operat) Tj 321.84 0 TD -0.096 Tc 0.216 Tw (ional and ) Tj -321.84 -13.68 TD -0.0371 Tc 0.2171 Tw (safety conditions in the I) Tj 118.56 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0.0216 Tc (295/I) Tj 25.44 0 TD 0.084 Tc (-) Tj 4.08 0 TD -0.0186 Tc 0.1386 Tw (76/Rt 42 interchange.$) Tj 107.52 0 TD 0 Tc 0.12 Tw ( ) Tj -277.68 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0088 Tc 0.1888 Tw (A question was raised h) Tj 114.48 0 TD 0.108 Tc -0.228 Tw (ow ) Tj 18 0 TD -0.041 Tc 0.041 Tw (does the NJDOT) Tj 80.4 0 TD -0.0317 Tc 0.1117 Tw ( assess traffic conditions in the ) Tj -212.88 -13.68 TD -0.0281 Tc 0.1281 Tw (interchange? $The NJDOT Project Team said that it is examining both traffic ) Tj 0 -13.68 TD -0.0155 Tc 0.1755 Tw (volume counts and aerial videotape that ) Tj 193.92 0 TD -0.0738 Tc 0.1938 Tw (traces vehicle) Tj 65.28 0 TD 0.084 Tc 0 Tw (-) Tj 4.08 0 TD 0.0076 Tc -0.0476 Tw (driving patterns through ) Tj -263.28 -13.92 TD -0.0075 Tc 0.1275 Tw (the interchange.$) Tj 80.64 0 TD 0 Tc 0.12 Tw ( ) Tj -98.64 -14.64 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0331 Tc 0.2085 Tw (The comment was made that emergency call boxes need to be available to ) Tj 0 -13.68 TD -0.0313 Tc 0.1513 Tw (motorists in obvious, well) Tj 124.32 0 TD 0.084 Tc 0 Tw (-) Tj 4.32 0 TD -0.0262 Tc 0.0982 Tw (marked places. 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Meetings with all these groups will be conducted over the next year.$ ) Tj 371.04 0 TD 0 Tc 0.12 Tw ( ) Tj -389.04 -14.88 TD /F4 12 Tf 0 Tw (\267) Tj 5.52 0 TD /F3 12 Tf 0.024 Tw ( ) Tj 12.48 0 TD /F0 12 Tf -0.0413 Tc 0.4013 Tw (Will newsl) Tj 52.08 0 TD -0.0145 Tc 0.1585 Tw (etters be distributed? How often? $The NJDOT Project Team just ) Tj -52.08 -13.68 TD -0.0285 Tc 0.1965 Tw (published their first newsletter. Subsequent issues will be published around ) Tj 0 -13.68 TD -0.039 Tc 0.191 Tw (significant milestones. 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