Final Environmental Impact Report - Whittier Bridge/I-95 ...

More documents

Recommendations

Info

Whittier Bridge/I-95 Improvement Project FEIR Chapter 2.0: Response to Comments on the Environmental Assessment/Draft Environmental Impact Report Table 2-1: Stormwater Outfalls Description of Discharge Newburyport Proposed 12" 1 Connection - Inf Basin 11 Baseline Station Reference ST 112+50 Right Nearest Down Gradient Resource Area 2 Proposed 42" Outfall ST 161 Left Merrimack River 3 Existing 36" Outfall ST 161+25 Right Comments I-95 Drainage Treatment provided in Basin 11 and swale Merrimack River Discharge contains a mix of existing and proposed flows. Portion of flow includes treatment provided in BMP-1, and treatment provided in Deep Sump CB's. Outfall will be removed Amesbury 1 Proposed 12" Outfall from Inf Basin 2 ST 11+25 Left Wetland E Treatment provided in Basin 2 Existing 12" Outfall ST 11 Left Wetland E Outfall will be removed 3 Existing 12" Outfall ST 12+50 Left Wetland E Existing outfall to remain, BVW located immediately adjacent to discharge. Deep Sump CB incorporated upgradient 4 Proposed 18" Outfall ST 13 Right Wetland I Discharge contains a mix of existing and proposed flows. Portion of flow includes treatment provided in median swale, Inf Trench 2B and Deep Sump CB's. 5 Existing 12" Outfall ST 13 Right Wetland I Outfall will be removed 6 Existing 12" Outfall ST 15 Right Wetland I Outfall will be removed 7 Existing 12" Outfall ST 18+25 Right Wetland I Outfall will be removed 8 Existing 12" Outfall ST 18+25 Left Wetland F Existing outfall to remain, Deep Sump CB incorporated upgradient. 9 Existing Conc Swale ST 23+50 Left Wetland G Existing outfall to remain, treatment provided in Swale, discharge adjacent to BVW 10 Existing 18" Outfall ST24+50 Right Wetland G Treatment provided in Swale 11 Existing 12" Outfall ST 26 Left Wetland G Existing outfall to remain, BVW located immediately adjacent to discharge. 12 Existing 12" Outfall ST 29+50 Left Wetland G Existing outfall to remain, BVW located immediately adjacent to discharge. 13 Existing 12" Outfall ST 30+50 Left Wetland G Existing outfall to remain, BVW located immediately adjacent to discharge. 14 Existing 12" Outfall ST 31+25 Left Wetland G Existing outfall to remain, BVW located immediately adjacent to discharge. 15 Existing Conc Swale ST 27 Right Wetland H Outfall will be removed 16 Proposed 36" Outfall ST 27 Right Wetland H 17 Existing 12" Outfall 18 Existing 12" Outfall 19 Proposed 12" Outfall ST 29+50 Right ST 32+75 Right ST 32+50 Right Wetland H Wetland H Wetland H Discharge contains a mix of existing and proposed flows. Treatment provided in BMP 3, treatment provided in Deep Sump CB's Existing drainage pattern to remain, BVW immediately adjacent to roadway Outfall will be abandoned Treatment provided in deep sump CB's 2-18
Whittier Bridge/I-95 Improvement Project FEIR Chapter 2.0: Response to Comments on the Environmental Assessment/Draft Environmental Impact Report Table 2-1: Stormwater Outfalls (continued) Description of Discharge Baseline Station Reference Nearest Down Gradient Resource Area Comments Amesbury (cont’d) 20 Existing 12" Outfall ST 35 Right Wetland H Outfall will be abandoned 21 Existing 12" Outfall ST 38+50 Right Wetland H Outfall will be abandoned 22 Proposed 12" Outfall ST 37+75 Left IVW 11 / Wetland H Treatment provided in swale and Inf Trench 3C 23 Proposed 15" Outfall ST 40 Left IVW 11 / Treatment provided in swale and Inf Trench 3D Wetland H 24 Existing 12" Outfall ST 43 Left IVW 11 / Wetland H 25 Proposed 12" Outfall ST 40 Right Wetland H Treatment provided in deep sump CB 26 Existing 12" Outfall ST 41+50 Right Wetland H Treatment provided in deep sump CB 27 28 29 Existing 12" Connection (SB) Existing 12" Connection (NB) Proposed 18" Connection - BMP 4 ST 45+75 Left ST 45+75 Right ST 45+75 Right Rt 110 Drainage 30 Existing 12" Outfall ST 55 Right Wetland N 31 Existing 12" Outfall ST 56+25 Right Existing drainage pattern to remain, approx 600 feet of sheet flow. Portion of existing flow to remain, majority of flow is diverted to Basin 4. Rt 110 Drainage Connection is abandoned, flow diverted into Basin 4 Rt 110 Drainage Treatment provided in Basin 4 Wetland N 32 Existing 10" Outfall ST 56 Left Wetland J Existing outfall to remain, BVW located immediately adjacent to discharge. Existing outfall to remain, BVW located immediately adjacent to discharge. Existing outfall to remain, BVW located immediately adjacent to discharge. 33 Proposed 12" Outfall ST 57+50 Left Wetland J Treatment provided in Basin 5 34 Existing 12" Outfall ST 60+50 Left Wetland J Outfall will be removed Salisbury 1 Proposed 12" Outfall from Inf Basin 6 ST 3 Left Wetland K Treatment provided in Basin 2 Existing 12" Outfall ST 2 Left Wetland K Outfall will be removed 3 Existing 12" Outfall ST 7 Left Wetland K Outfall will be abandoned 4 Sheet flow from west ST 3 to ST 14 Existing drainage pattern to remain, BVW Wetland K side of SB Left immediately adjacent to roadway 5 Sheet flow to Swale on ST 3 To ST 27 Wetland O / OQ Existing drainage pattern to remain, existing swale east side of NB Right / Q classified as BVW 6 Sheet flow on west side ST 14 to ST Isolated Wetland Existing drainage pattern to remain, Isolated BVW of SB 26 Left M immediately adjacent to roadway 7 Sheet flow on west side ST 28 to ST Existing drainage pattern to remain, BVW Wetland L of SB 33 Left immediately adjacent to roadway 8 Existing 12" Outfall ST 31+50 Existing outfall will be diverted into proposed Wet Wetland R Right Basin 7B 9 24" Outfall from Wet Basin 7B ST 32 Right Wetland R Treatment provided in Basin 2-19
Page 1:
FINAL ENVIRONMENTAL IMPACT REPORT E
Page 4 and 5:
Whittier Bridge/I-95 Improvement Pr
Page 6 and 7:
Page 8 and 9:
EEA#14427 DEIR Certificate December
Page 10 and 11:
Page 12 and 13:
Page 14 and 15:
EEA #14427 DEIR Certificate Decembe
Page 16 and 17:
EEA#l4427 DEIR Certificate December
Page 18 and 19:
Page 20 and 21:
EEA#I4427 DEIR Certificate December
Page 22 and 23:
EEA #14427 DEIR Certificate Decembe
Page 24 and 25:
Page 26 and 27:
Page 28 and 29:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58: WETLAND E WETLAND F WETLAND G WETLA
Page 59 and 60: Whittier Bridge/I-95 Improvement Pr
Page 89: Whittier Bridge/I-95 Improvement Pr
Page 158 and 159:
Page 160 and 161:
Page 162 and 163:
Page 164 and 165:
Page 167 and 168:
Deval L. Patrick GOVERNOR rJJie Com
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
Page 177 and 178:
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187 and 188:
Page 189:
Page 192 and 193:
Thank you for the opportunity to co
Page 194 and 195:
Page 196 and 197:
ESSEX NATIONAL HERITAGE COMMISSION
Page 198 and 199:
In the period leading up to the sub
Page 200 and 201:
construction is not adequate to ens
Page 202 and 203:
to limit turbidity impact from dewa
Page 204 and 205:
For infiltration basin and trench s
Page 206 and 207:
not acceptable to meet regulatory r
Page 208 and 209:
ide lot that is also being expanded
Page 210 and 211:
MassWi/d/ile December 20, 2011 Comm
Page 212 and 213:
Patel, Purvi {_E_EA .... } _ From:
Page 214 and 215:
process. Ifthe project avoids simul
Page 216 and 217:
THE COMMONWEALTH OF MASSACHUSETTS E
Page 218:
imack Valley ning Commission plan *
Page 227 and 228:
Mayor Thatcher w. Kezer III Town Ha
Page 229 and 230:
are connected are there any other p
Page 231 and 232:
Revised 12/19/11 Town ofSalisbury's
Page 233 and 234:
Neil J. Harrington Town Manager Tow
Page 235 and 236:
Secretary Richard K. Sullivan, Jr.
Page 237 and 238:
Coastal Trails Coalition December 2
Page 240 and 241:
Patel. Purvi~ _ From: Sent: To: Cc:
Page 242 and 243:
1. The Whittier Bridge Replacement
Page 244 and 245:
Whittier Bridge and 1-95 reconstruc
Page 246 and 247:
forested and open character, though
Page 248:
Page 252 and 253:
On the cost front, we are in an eco
Page 254 and 255:
42 Prospect Street Newburyport, Mas
Page 256 and 257:
12-~:TII ~~.. MASSACHUSETTSHIGHWAYD
Page 258 and 259:
Patel. Purvi~ _ From: Sent: To: Cc:
Page 260 and 261:
argument or disagreement. We have p
Page 262 and 263:
Patel. Purvi (.... E_EA .... ) _ Fr
Page 264 and 265:
TO: Pamela S. Stephensen, Division
Page 266 and 267:
Patel, Purvi ~ ...... _ From: Sent:
Page 268 and 269:
TO: Pamela S. Stephenson, Division
Page 272 and 273:
PUBLIC MEETING WEDNESDAY, DECEMBER
Page 274 and 275:
3 SPEAKER INDEX Name Page Karen Eme
Page 276 and 277:
5 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 278 and 279:
7 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 280 and 281:
9 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 282 and 283:
11 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 284 and 285:
13 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 286 and 287:
15 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 288 and 289:
17 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 290 and 291:
19 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 292 and 293:
21 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 294 and 295:
23 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 296 and 297:
25 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 298 and 299:
27 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 300 and 301:
29 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 302 and 303:
31 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 304 and 305:
33 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 306 and 307:
35 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 308 and 309:
37 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 310 and 311:
39 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 312 and 313:
41 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 314 and 315:
43 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 316 and 317:
45 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 318 and 319:
47 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 320 and 321:
49 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 322 and 323:
51 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 324 and 325:
53 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 326 and 327:
55 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 328 and 329:
57 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 330 and 331:
59 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 332 and 333:
61 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 334 and 335:
63 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 336 and 337:
65 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 338 and 339:
67 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 340 and 341:
69 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 342 and 343:
71 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 344 and 345:
73 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 346 and 347:
75 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 348 and 349:
77 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 350 and 351:
79 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Page 352 and 353:
81 1 2 3 4 5 6 7 8 would appreciate
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
Page 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Page 387 and 388:
Page 389 and 390:
Page 391 and 392:
Page 393:
Page 397 and 398:
Whittier Bridge/I‐95 Improvement
Page 399 and 400:
Spill Prevention and Response MassD
Page 401:
Appendix: Best Management Practices
Page 405 and 406:
The Commonwealth Of Massachusetts M
Page 407 and 408:
downstream of the existing bridge w
Page 409 and 410:
Appendix 1 - Tables 1, 2, and 3 Tab
Page 411 and 412:
Table 4. Summary of Model Simulatio
Page 413:
Page 416 and 417:
process. If the project avoids simu
Page 418 and 419:
anadromous fish including American
Page 420 and 421:
Conclusions In summary, we recommen
show all

Final Environmental Impact Report - Whittier Bridge/I-95 ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?