NYCDEPCostAnalys isReport-0607 .pdf - New York-New Jersey ...

More documents

Recommendations

Info

300,000 250,000 TSS Load (lbs/day) 200,000 150,000 100,000 50,000 0 Projected TSS Loading Actual TSS Loading 1989 1991 1993 1995 1997 1999 2001 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 2023 2025 2027 2029 2031 2033 2035 2037 2039 2041 2043 2045 Figure 1-9: Comparison of Actual and Projected TSS Loads 250,000 200,000 BOD Load (lbs/day) 150,000 100,000 50,000 Projected BOD Loading 0 Actual BOD Loading 1989 1991 1993 1995 1997 1999 2001 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 2023 2025 2027 2029 2031 2033 2035 2037 2039 2041 2043 2045 Figure 1-10: Comparison of Actual and Projected CBOD Loads Due to the disparity of projections and actual data, an increase of 20% for TSS and CBOD loads will be assumed. Further research is recommended to resolve the differences in the projected loads and existing plant data at the North River WPCP. The data for nitrogen are generally consistent with the BEPA projections (Figure 1-11.) and will be used for this evaluation. A summary of the flows and loads that will be used as a basis of design are shown in Table 1-15.
Temperature data was also reviewed as part of the evaluation. A peak temperature of 26.4 degrees Celsius and a minimum temperature of 12 degrees Celsius were used as the basis of design. 40,000 35,000 TKN Load (lbs/day) 30,000 25,000 20,000 15,000 10,000 5,000 0 Projected TKN Loading Actual TKN Loading 1989 1991 1993 1995 1997 1999 2001 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 2023 2025 2027 2029 2031 2033 2035 2037 2039 2041 2043 2045 Figure 1-11: Comparison of Actual and Projected TKN Loads Table 1-15: Basis of Design Influent Flow and Load Average Max Month Max Week Peak Daily Flow (mgd) 136.7 151.1 163.5 190.9 TSS (lb/d) 258,900 362,900 389,100 470,000 CBOD (lb/d) 216,500 273,100 285,600 329,100 TKN (lb/d) 36,600 44,400 48,700 48,700 1.3.4 Owls Head The projected values for the Owls Head WPCP are shown in Table 1-16. The conceptual design for each treatment alternative is developed as a design year of 2045. Table 1-16: Projected Flows and Loads for 2045 Flow rate CBOD TSS TN MGD Concentration, mg/L 154 172 31.0 104.6 Loading, lb/d 134,400 150,000 27,100 Three years of operating data (fiscal year 2003 through fiscal year 2005) for Owls Head WPCP were analyzed and maximum week peaking factors were developed for BOD, TSS, and ammonia. These peaking factors were applied to the 2045 projected loads to determine peak
Page 2 and 3: Executive Summary At the request of
Page 4 and 5: two options are defined for process
Page 6 and 7: WPCP 26th Ward Bowery Bay Coney Isl
Page 8 and 9: Table EX-2: Key Cost Assumptions An
Page 10 and 11: Figure EX-2: Microfiltration/Ultraf
Page 12 and 13: Figure EX-4: Full Step BNR $350 Cap
Page 14 and 15: Figure EX-6: Full Step BNR with Den
Page 16 and 17: Figure EX-8: Membrane Bioreactor $9
Page 18 and 19: This report includes four conceptua
Page 20 and 21: Table 1-2: 2003-2005 Influent and E
Page 22 and 23: extracted through the membranes as
Page 24 and 25: capacity within the constraints of
Page 26 and 27: within the bed physically remove an
Page 28 and 29: 1.1.10 Membrane Bioreactors Figure
Page 30 and 31: Table 1-4: Carbon and Nitrogen Remo
Page 32 and 33: population projections prepared by
Page 34 and 35: Table 1-10: Flow and Load Peaking F
Page 38 and 39: loading conditions. The peaking fac
Page 40 and 41: Harbor Estuary Program June 2007 Po
Page 86 and 87:
Harbor Estuary Program June 2007 Po
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Page 102 and 103:
Page 104 and 105:
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
Page 134 and 135:
Page 136 and 137:
Page 138 and 139:
Page 140 and 141:
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
Page 148 and 149:
Page 150 and 151:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
Page 158 and 159:
Page 225 and 226:
Harbor Estuary Program Red Hook Wat
Page 227 and 228:
Harbor Estuary Program June 2007 Re
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
Page 235 and 236:
Page 237 and 238:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Page 267 and 268:
Page 269 and 270:
Page 271 and 272:
Page 273 and 274:
Page 275 and 276:
Page 277 and 278:
Page 279 and 280:
Page 281 and 282:
Page 283 and 284:
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
Red Hook WPCP HEP Conceptual Design
Page 299 and 300:
HYPOCHLORITE STORAGE TANKS Average
Page 301 and 302:
Parameter Units Minimum Week Minimu
Page 303 and 304:
Parameter Units Minimum Week Minimu
Page 305 and 306:
~ ~~ i ~ ~ ~ ;; ~ l ~ l j~ ~ ! Ii l
Page 307 and 308:
.... i-""":'!1mt~U€Y4f~l17~~~~~"
Page 309 and 310:
§. l ~ l ¡¡ ~ ~ ~ o Ë o i l WA
Page 311 and 312:
t ¡ g l ~ ~ ~ i g ~ ;i ~ ~ ~ ~ :2
Page 313 and 314:
l ~ f S5- S i ~ ~ 1; ¡¡ I! ~ ;. -
Page 315 and 316:
i 0-.~' 1'~IMARV SEt.INt;- rANKS 0"
Page 317 and 318:
I i I i I i I i I i I i I i I i I i
Page 319 and 320:
I I I I,,,,,I l , , I , I c 15'-0'
Page 321 and 322:
i I ~- ¡; i ~~ m' !l I! ~ ~ ~ ~ ~
Page 323 and 324:
¡' ~ ~ t ~ l ~ ~ :; g ~ l ~ ~ ~ IT
Page 325 and 326:
I i I i I i I i , I I i I i I i ~ ~
Page 327 and 328:
I i I I , , I,, I I , I , I I , I 2
Page 329 and 330:
I 1 I I I 1 II I i I A B c D I ~ ~
Page 331 and 332:
Red Hook Full Step BNR w DENITRIFIC
Page 333 and 334:
í I I I l vi l ~ ~ ~ ~ 'f ~ ~ ~ l
Page 335 and 336:
05- ~ ;l ~ ~ ~ ~' :0 l ~ 8 5- S ~ o
Page 337 and 338:
I I i I I I ~ ~ r r i- 3' TRNSFER F
Page 339 and 340:
, , , l , , A B c D E F F.1 G H ~ i
Page 341 and 342:
I i I i I i i I i I I i I I I i ¡
Page 343 and 344:
I i I \ ¡; !l ~ l ~ !( ~ ~ ~ l ~ß
Page 345 and 346:
I r I I I I I i I i ~ i ~ ~ ~ ~ ~.
Page 347 and 348:
I i I i I i I i I i I i I i I i I i
Page 349 and 350:
I / I II,III, l I I I , I i I I i I
Page 351 and 352:
I i I I A B c D E F F.1 G H iZ 170'
Page 353 and 354:
I ~ ~ i ~ ~ ¡¡ i¡ ~ " ~ ~ ! .3 ~
Page 355 and 356:
i I I l '1 ~ l 2' ~¡¡ ,. ~ 'f' ¡
Page 357 and 358:
ï i ~. ¡i l ~¡¡ l ~. ~ ~ ¡¡"
Page 359 and 360:
, i , 8 c D 170'-0' NOTE: 14'-0' 29
Page 361 and 362:
r I , I i I i I , i I i , I I I I i
Page 363 and 364:
Harbor Estuary Program June 2007 No
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 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 401 and 402:
Page 403 and 404:
Page 405 and 406:
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
Page 413 and 414:
Page 415 and 416:
Page 417 and 418:
Page 419 and 420:
Page 421 and 422:
Page 423 and 424:
Page 425 and 426:
Page 427 and 428:
Page 429 and 430:
Page 431 and 432:
Page 433 and 434:
Page 435 and 436:
Page 437 and 438:
Page 439 and 440:
Page 441 and 442:
Page 443 and 444:
Page 445 and 446:
Page 447 and 448:
Page 449 and 450:
Page 451 and 452:
Page 453 and 454:
EFFLUENT FILTER PLAN FACILITY AND F
Page 455 and 456:
EFFLUENT FILTER SECTION FLOW CONDUI
Page 457 and 458:
EFFLUENT FILTER PLAN FACILITY AND F
Page 459 and 460:
MICRO FILTER PLAN - PROCESS FLOW SC
Page 461 and 462:
MICRO FILTER PLAN FILTER TANKS AND
Page 463 and 464:
MICRO FILTER PLAN FACILITY AND FLOW
Page 465 and 466:
PRIMARY SETTLING TANKS SECTION EFFL
Page 467 and 468:
NORTH FINE SCREENING FACILITY BOTTO
Page 469 and 470:
FINE SCREENING FACILITY SECTION
Page 471 and 472:
CITY OF NEW YORK DEPARTMENT OF ENVI
Page 473 and 474:
SECTION DETAIL SECTION SECTION AERA
Page 475 and 476:
SECTION ELEVATION
Page 477 and 478:
AERATION TANK PROCESS AIR DISTRIBUT
Page 479:
AERATION TANK PROCESS AIR DISTRIBUT
Page 482 and 483:
PROCESS AIR BLOWERS - SCHEMATIC - M
Page 484 and 485:
RAS SYSTEM SCHEMATIC FULL STEP BNR
Page 486 and 487:
WAS SYSTEM SCHEMATIC PROPOSED
Page 488 and 489:
SECTION PLAN FROTH CONTROL HOOD - P
Page 490 and 491:
FROTH CONTROL SURFACE WASTING SYSTE
Page 492 and 493:
FROTH CONTROL SURFACE WASTING MEMBR
Page 494 and 495:
CHEMICAL SYSTEMS - PLAN - STORAGE A
Page 496 and 497:
CHEMICAL SYSTEMS - PLAN - STORAGE A
Page 498 and 499:
METHANOL FEED SYSTEM - PART PLAN ME
Page 500 and 501:
METHANOL FEED SYSTEM - SCHEMATIC -
Page 502 and 503:
ALKALINITY FEED SYSTEM - SCHEMATIC
Page 504 and 505:
FIG. POLYMER FEED SYSTEM - SCHEMATI
Page 506 and 507:
ELUTRIATION EFFLUENT ELUTRIATION RE
Page 508 and 509:
MEMBRANE BIO REACTOR - PLAN FLOW CO
Page 510 and 511:
MEMBRANE BIO REACTOR PLAN PROCESS F
Page 512 and 513:
MEMBRANE BIO REACTOR PRE-ANOXIC TAN
Page 514 and 515:
FINAL SETTLING TANKS - PLAN - DEMO
Page 516 and 517:
MEMBRANE BIO REACTOR MEMBRANE TANK
Page 518 and 519:
Page 520 and 521:
DENITRIFICATION FILTERS-PLAN FACILI
Page 522 and 523:
DENITRIFICATION FILTER FACILITY AND
Page 524 and 525:
DENITRIFICATION FILTERS DENITRIFICA
Page 526 and 527:
EFFLUENT FILTER PLAN - PROCESS FLOW
Page 528 and 529:
EFFLUENT FILTER SECTION FLOW CONDUI
Page 530 and 531:
Page 532 and 533:
Harbor Estuary Program June 2007 Ow
Page 534 and 535:
Page 536 and 537:
Page 538 and 539:
Page 540 and 541:
Page 542 and 543:
Page 544 and 545:
Page 546 and 547:
Page 548 and 549:
Page 550 and 551:
Page 552 and 553:
Page 554 and 555:
Page 556 and 557:
Page 558 and 559:
Page 560 and 561:
Page 562 and 563:
Page 564 and 565:
Page 566 and 567:
Page 568 and 569:
Page 570 and 571:
Page 572 and 573:
Page 574 and 575:
Page 576 and 577:
Page 578 and 579:
Page 580 and 581:
Page 582 and 583:
Page 584 and 585:
Page 586 and 587:
Page 588 and 589:
Page 590 and 591:
Page 592 and 593:
Page 594 and 595:
Page 596 and 597:
Page 598 and 599:
Page 600 and 601:
Page 602 and 603:
Page 604 and 605:
Page 606 and 607:
Page 608 and 609:
Page 610 and 611:
Page 612 and 613:
Page 614 and 615:
Page 616 and 617:
Page 618 and 619:
Page 620 and 621:
Page 622 and 623:
Page 624 and 625:
Page 626 and 627:
Page 628 and 629:
Page 630 and 631:
Page 632 and 633:
Page 634 and 635:
Page 636 and 637:
Page 638 and 639:
Page 640 and 641:
Harbor Estuary Program Conceptual C
Page 642 and 643:
Water Pollution Control Plant Advan
Page 644 and 645:
Harbor Estuary Plan Conceptual Desi
Page 646 and 647:
Page 648 and 649:
Page 650 and 651:
Page 652 and 653:
Page 654 and 655:
Page 656 and 657:
Page 658 and 659:
Page 660 and 661:
Page 662 and 663:
CSI Div. 1 General Requirements Ite
Page 664 and 665:
Page 666 and 667:
Page 668 and 669:
Page 670 and 671:
Page 672 and 673:
Page 674 and 675:
Page 676 and 677:
Page 678 and 679:
Page 680 and 681:
Page 682 and 683:
Page 684 and 685:
Page 686 and 687:
Page 688 and 689:
Page 690 and 691:
Page 692 and 693:
Page 694 and 695:
Page 696 and 697:
Page 698 and 699:
Page 700 and 701:
Page 702 and 703:
Page 704 and 705:
Page 706 and 707:
Page 708 and 709:
Page 710 and 711:
Page 712 and 713:
Page 714 and 715:
Page 716 and 717:
Page 718 and 719:
Page 720 and 721:
Page 722 and 723:
Page 724 and 725:
Page 726 and 727:
Page 728 and 729:
Page 730 and 731:
Page 732 and 733:
Page 734 and 735:
Page 736 and 737:
Page 738 and 739:
Page 740 and 741:
Page 742 and 743:
Page 744 and 745:
Page 746 and 747:
Page 748 and 749:
Page 750 and 751:
Page 752 and 753:
Page 754 and 755:
Page 756 and 757:
Page 758 and 759:
Page 760 and 761:
Page 762 and 763:
Page 764 and 765:
Page 766 and 767:
Page 768 and 769:
Page 770 and 771:
Page 772 and 773:
Page 774 and 775:
Page 776 and 777:
Page 778 and 779:
Page 780 and 781:
Page 782 and 783:
Page 784 and 785:
Page 786 and 787:
Page 788 and 789:
Page 790 and 791:
Page 792 and 793:
Page 794 and 795:
Page 796 and 797:
Page 798 and 799:
Page 800 and 801:
Page 802 and 803:
Page 804 and 805:
Page 806 and 807:
Page 808 and 809:
Page 810 and 811:
Page 812 and 813:
Page 814 and 815:
Page 816 and 817:
Page 818 and 819:
Page 820 and 821:
Page 822 and 823:
Page 824 and 825:
Page 826 and 827:
Page 828 and 829:
Page 830 and 831:
Page 832 and 833:
Page 834 and 835:
Page 836 and 837:
Page 838 and 839:
Page 840 and 841:
Page 842 and 843:
Page 844 and 845:
Page 846 and 847:
Page 848 and 849:
Page 850 and 851:
Page 852 and 853:
Page 854 and 855:
Page 856 and 857:
Page 858 and 859:
Page 860 and 861:
Page 862 and 863:
Page 864 and 865:
Page 866 and 867:
Page 868 and 869:
Page 870 and 871:
Page 872 and 873:
Page 874 and 875:
Page 876 and 877:
Page 878 and 879:
Page 880 and 881:
Page 882 and 883:
Page 884 and 885:
Page 886 and 887:
Page 888 and 889:
Page 890 and 891:
Page 892 and 893:
Page 894 and 895:
Page 896 and 897:
Page 898 and 899:
Page 900 and 901:
Page 902 and 903:
Page 904:
MWH/Hazen & Sawyer A Joint Venture
show all

NYCDEPCostAnalys isReport-0607 .pdf - New York-New Jersey ...

Create successful ePaper yourself

Delete template?

Save as template?