BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

More documents

Recommendations

Info

CONTENTSCHAPTER 4: BMP TOOLKIT ............................................................................................................................................. 14.1 Hydrologic Source Control ................................................................................................................... 14.1.1.1 Pervious Pavement .......................................................................................................................... 14.1.1.2 Infiltration Basin ................................................................................................................................ 14.1.1.3 Infiltration Trench ............................................................................................................................. 14.1.1.4 SubSurface Infiltration System ................................................................................................... 14.1.1.5 Rain Barrel and Cistern ................................................................................................................... 14.1.1.6 Rain Garden ......................................................................................................................................... 14.1.1.7 Filter Strip ............................................................................................................................................. 1TRPA BMP HandbookCHAPTER 4: BMP Toolkit2012 Page i
LIST OF FIGURESFigure 4.1-a: Pervious Concrete ...............................................................................................................................................7Figure 4.1-b: Infiltration Basin .................................................................................................................................................. 8Figure 4.1-c: Infiltration Trench ................................................................................................................................................7Figure 4.1-d: Infiltration Facility .............................................................................................................................................. 8Figure 4.1-e: Roof Dripline Planter Beds ............................................................................................................................. 9Figure 4.1-f: Armored Dripline ............................................................................................................................................... 10Figure 4.1-g: Subsurface Infiltration System with Pretreatment ............................................................................. 1Figure 4.1-h: Level Spreader ..................................................................................................................................................... 6Figure 4.1-i: Vegetated Filter Strip (Conceptual Drawing) ..........................................................................................7LIST OF TABLESTable 4.1-1: Pervious Pavement Inspection and Maintenance ................................................................................. 6Table 4.1-2: Infiltration Basin Inspection and Maintenance ....................................................................................... 6Table 4.1-3: Infiltration Trench Inspection and Maintenance .................................................................................... 6Table 4.1-4: Subsurface Infiltration System Inspection and Maintenance .......................................................... 3Table 4.1-5: Vegetated Filter Strip Inspection and Maintenance ............................................................................ 4CHAPTER 4: BMP ToolkitTRPA BMP HandbookPage ii 2012
Page 5 and 6:
PREFACEThe Tahoe Regional Planning
Page 7 and 8:
TABLE OF CONTENTSPREFACE...........
Page 9:
3.5.5 Stormwater Treatment ........
Page 12 and 13:
6.3 Projects 1 to 5 Acres and all C
Page 14 and 15:
8.10.5 Maintenance ................
Page 16 and 17:
Table 8-4: Federal, State and Regio
Page 18 and 19:
Figure 4.3-i: Vegetated Swale .....
Page 20 and 21:
INTRODUCTIONPURPOSE AND USERS OF TH
Page 22 and 23:
Lake Tahoe’s world renowned blue
Page 24 and 25:
Urbanization in the Lake Tahoe wate
Page 26 and 27:
50 percent of the light scattering
Page 28 and 29:
Figure I-c: Impervious Cover versus
Page 30 and 31:
Disconnected impervious areasdrain
Page 32 and 33:
POLLUTANT EFFECT URBAN SOURCES ASSO
Page 34 and 35:
BEST MANAGEMENT PRACTICESHistorical
Page 36 and 37:
Table I-2: Differences in BMP Retro
Page 38 and 39:
CHAPTER 1: URBAN HYDROLOGY1.1 PURPO
Page 40 and 41:
Figure 1-a: Runoff ProcessesTRPA BM
Page 42 and 43:
Although many urbanized areas face
Page 44 and 45:
watersheds to make the necessary es
Page 46 and 47:
Pollutant load estimates are typica
Page 48 and 49:
differ from the following recommend
Page 50 and 51:
Figure 1-b: Hydrologic Processes an
Page 52 and 53:
1.3.3.2 NRCS BMP CALCULATION SPREAD
Page 54 and 55:
1.3.3.3 RATIONAL METHODMODEL SUMMAR
Page 56 and 57:
1.3.3.4 LOAD REDUCTION PLANNING TOO
Page 58 and 59:
in HMS may be event-based or contin
Page 60 and 61:
1.3.3.6 POLLUTANT LOAD REDUCTION MO
Page 62 and 63:
AVAILABILITY AND SUPPORTING DOCUMEN
Page 64 and 65:
TYPICAL LEVEL OF EFFORTHSPF and LSP
Page 66 and 67:
few days to a week of time to revie
Page 68 and 69:
USACE studies recommended use of th
Page 70 and 71:
during the initial site visit, or c
Page 72 and 73:
Figure 2-a: Soil Horizons• Depth
Page 74 and 75:
Evidence of compacted and disturbed
Page 76 and 77:
UNMAPPED ROCK OUTCROPS, STEEP SLOPE
Page 78 and 79:
The primary pollutants of concern o
Page 80 and 81:
On the map use an arrow to delineat
Page 82 and 83:
2.2.3 ADDITIONAL DATA GATHERINGAfte
Page 84 and 85:
and allowable uses. Baseline Land C
Page 86: topographic survey will be required
Page 89: Table 2-3: Basis of Capability Clas
Page 92 and 93: Keep your property lean, clean,and
Page 94 and 95: treatment. This will reduce the mai
Page 96 and 97: ponds, wetlands, lakes, manmade cha
Page 98 and 99: 2.3.3.2 SOILS HYDROLOGIC REPORTThe
Page 100 and 101: CHAPTER 3: PERMANENT BMP PLANNINGAN
Page 102 and 103: STORMWATER TREATMENTRepresents BMPs
Page 104 and 105: Table 3-1: Waste Management and Mat
Page 106 and 107: D. STABILIZE STEEP DISTURBED SLOPES
Page 108 and 109: This infiltration trench collects s
Page 110 and 111: 3.5 PROJECTS 1 TO 5 ACRES AND ALL C
Page 112 and 113: This Page Blank.TRPA BMP HandbookCH
Page 114 and 115: unnecessary turf areas and replace
Page 116 and 117: Table 3-5: Waste Management and Mat
Page 118 and 119: 3.5.2.3 SOIL STABILIZATIONA. RESTOR
Page 120 and 121: Left: Dripline erosion below a deck
Page 122 and 123: Pervious concrete parking pad locat
Page 124 and 125: 3.5.5 STORMWATER TREATMENT3.5.5.1 M
Page 126 and 127: 3.6.1.1 JURISDICTIONThese projects
Page 128 and 129: to perform required inspection and
Page 130 and 131: 3.8.2.4 SHARED ACCESS AND EASEMENTS
Page 132 and 133: 3.8.2.8 STREAM ENVIRONMENT ZONES (S
Page 134 and 135: Sediment versus erosion:Suspended s
Page 138 and 139: CHAPTER 4: BMP TOOLKIT4.1 HYDROLOGI
Page 140 and 141: 4.1.1.1 PERVIOUS PAVEMENTAlternativ
Page 142 and 143: • Tree canopy overhead can decrea
Page 144 and 145: ate determined at the time of insta
Page 146 and 147: Figure 4.1-a: Pervious ConcreteTRPA
Page 148 and 149: 4.1.1.2 INFILTRATION BASINAlternati
Page 150 and 151: groundwater, depths to restrictive
Page 152 and 153: Very few performance monitoring stu
Page 154 and 155: INSPECTION AND MAINTENANCE ACTIVITI
Page 156 and 157: 4.1.1.3 INFILTRATION TRENCHAlternat
Page 158 and 159: • Consult the NRCS Tahoe Basin So
Page 160 and 161: • Alternative Method: Excavate th
Page 162 and 163: Figure 4.1-c: Infiltration TrenchTR
Page 164 and 165: Figure 4.1-e: Roof Dripline Planter
Page 166 and 167: 4.1.1.4 SUBSURFACE INFILTRATION SYS
Page 168: percent void space compared to 40 p
Page 171 and 172: • Ensure the surrounding surface
Page 174 and 175: 4.1.1.5 RAIN BARREL AND CISTERNAlte
Page 176 and 177: • Position the rain barrel or cis
Page 178 and 179: 4.1.1.6 RAIN GARDENAlternative Name
Page 180 and 181: • To manage high flows, design a
Page 182 and 183: 4.1.1.7 FILTER STRIPAlternative Nam
Page 184 and 185: • The top of the vegetated filter
Page 186 and 187:
INSPECTION AND MAINTENANCE ACTIVITI
Page 188 and 189:
Figure 4.1-i: Vegetated Filter Stri
Page 190 and 191:
LIST OF FIGURESFigure 4.2-a: Slope
Page 192 and 193:
Chapter 4: BMP ToolkitTRPA BMP Hand
Page 194 and 195:
• Obtain and use a road abrasive
Page 196 and 197:
Page 198 and 199:
• Mechanical broom sweepers may a
Page 200 and 201:
EFFECTIVENESS CONSIDERATIONSA signi
Page 202 and 203:
for dry basins or infiltration basi
Page 204 and 205:
• For unpaved snow storage areas
Page 206 and 207:
Figure 4.2-a: Slope Stabilization A
Page 208 and 209:
Disadvantages• Not always success
Page 210 and 211:
• Bind together long live branch
Page 212 and 213:
Brush Layering and MattingBrush lay
Page 214 and 215:
Page 216 and 217:
Advantages• Reduces the erosion p
Page 218 and 219:
Table 4.2-1: Terracing Inspection a
Page 220 and 221:
Page 222 and 223:
Disadvantages• Can be complicated
Page 224 and 225:
• Revegetate the backfilled bench
Page 226 and 227:
Figure 4.2-d: Timber Retaining Wall
Page 228 and 229:
Page 230 and 231:
Advantages• Versatile and applica
Page 232 and 233:
Table 4.2-3: Riprap Inspection and
Page 234 and 235:
Page 236 and 237:
educe the concentration of runoff,
Page 238 and 239:
Figure 4.2-g: Slope Bottom BenchFig
Page 240 and 241:
• Contour Furrows - relatively de
Page 242 and 243:
Page 244 and 245:
APPLICABILITYAll roads, driveways,
Page 246 and 247:
Stormwater runoff from a paved park
Page 248 and 249:
Figure 4.2-k: Grading for Sheet Flo
Page 250 and 251:
INORGANIC MULCH:• Areas where org
Page 252 and 253:
• Stockpile and use existing orga
Page 254 and 255:
Page 256 and 257:
The surface under the raised decksh
Page 258 and 259:
Figure 4.2-l: Rock Armor - Elevated
Page 260 and 261:
Clustered boulders used for parking
Page 262 and 263:
Page 264 and 265:
Page 266 and 267:
• Helps to protect wildlife.• H
Page 268 and 269:
EFFECTIVENESS CONSIDERATIONSA prope
Page 270 and 271:
Improper storage of hazardous mater
Page 272 and 273:
• Try to use the entire product b
Page 274 and 275:
Page 276 and 277:
facilities must be equipped with ap
Page 278 and 279:
Page 280 and 281:
• Dispose of it properly• Be a
Page 282 and 283:
Page 284 and 285:
Disadvantages• Additional resourc
Page 286 and 287:
• All hay, cubed hay, straw, mulc
Page 288 and 289:
• Sanitary sewer regulations gene
Page 290 and 291:
APPLICABILITYAll vehicles, includin
Page 292 and 293:
• Do not perform other vehicle or
Page 294 and 295:
LIST OF FIGURESFigure 4.3-a: Curb B
Page 296 and 297:
Page 298 and 299:
APPLICABILITY• Culverts are appli
Page 300 and 301:
deterioration. The inspection crew
Page 302 and 303:
Page 304 and 305:
APPLICABILITY• Curb and gutters a
Page 306 and 307:
INSTALLATION CONSIDERATIONS• Inst
Page 308 and 309:
Figure 4.3-b: Rolled CurbChapter 4:
Page 310 and 311:
Advantages• Prevents the discharg
Page 312 and 313:
Table 4.3-2: Storm Drain Inspection
Page 314 and 315:
Advantages• Prevents scour that m
Page 316 and 317:
Figure 4.3-c: Outlet ProtectionChap
Page 318 and 319:
Page 320 and 321:
• The structure can be designed t
Page 322 and 323:
Page 324 and 325:
INSTALLATION CONSIDERATIONS• Disc
Page 326 and 327:
Page 328 and 329:
Advantages• Assists in the contro
Page 330 and 331:
Figure 4.3-e: Slotted Channel Drain
Page 332 and 333:
Advantages• May be less expensive
Page 334 and 335:
Table 4.3-5: A/C Swale Inspection a
Page 336 and 337:
Page 338 and 339:
• Prevents property damage, slope
Page 340 and 341:
Figure 4.3-g: Subsurface DrainChapt
Page 342 and 343:
abrasives applied during the winter
Page 344 and 345:
Table 4.3-7: Rock Lined and Vegetat
Page 346 and 347:
Figure 4.3-i: Vegetated SwaleChapte
Page 348 and 349:
Check dams installed in water sprea
Page 350 and 351:
• Design check dams perpendicular
Page 352 and 353:
CONTENTS4.4 Stormwater Treatment ..
Page 354 and 355:
4.4 STORMWATER TREATMENTThe primary
Page 356 and 357:
4.4.1.1 WET BASINAlternative Names:
Page 358 and 359:
• Surcharge storage above the wet
Page 360 and 361:
Table 4.4-1: Wet Basin Inspection a
Page 362 and 363:
Figure 4.4-a: Wet Basin (Concept Dr
Page 364 and 365:
4.4.1.2 BIOSWALEAlternative Names:
Page 366 and 367:
• Consider incorporating trees or
Page 368 and 369:
Figure 4.4-b: Bioswale (Linear Basi
Page 370 and 371:
4.4.1.3 DRY BASINAlternative Names:
Page 372 and 373:
• Drainage design standards for t
Page 374 and 375:
INSPECTION AND MAINTENANCE ACTIVITI
Page 376 and 377:
Figure 4.4-c: Detention BasinTRPA B
Page 378 and 379:
4.4.2 FLOW THROUGH TREATMENTFlow-th
Page 380 and 381:
4.4.2.1 DROP INLET INSERTAlternativ
Page 382 and 383:
INSTALLATION CONSIDERATIONS• Refe
Page 384 and 385:
4.4.2.2 TRASH RACKAlternate Names:
Page 386 and 387:
4.4.2.3 BAFFLED VAULTAlternative Na
Page 388 and 389:
• Ensure that site conditions all
Page 390 and 391:
4.4.2.4 HYDRODYNAMIC SEPARATORAlter
Page 392 and 393:
• Most units are designed to be c
Page 394 and 395:
4.4.2.5 MEDIA FILTERAlternate Names
Page 396 and 397:
Cartridge Filter• Cartridge filte
Page 398 and 399:
• Vent the system as for undergro
Page 400 and 401:
4.4.2.6 SEDIMENT TRAPAlternative Na
Page 402 and 403:
INSPECTION AND MAINTENANCE• Regul
Page 404 and 405:
Figure 4.4-e: Sediment TrapTRPA BMP
Page 406 and 407:
CONTENTS4.5 Temporary BMPs for Cons
Page 408 and 409:
4.5 TEMPORARY BMPS FOR CONSTRUCTION
Page 410 and 411:
concrete washouts and stockpiles sh
Page 412 and 413:
4.5.1.1 CONSTRUCTION PLANNING AND S
Page 414 and 415:
• Measures to minimize the potent
Page 416 and 417:
4.5.1.2 CONSTRUCTION BOUNDARY FENCI
Page 418 and 419:
Figure 4.5-a: Construction Boundary
Page 420 and 421:
4.5.1.3 DEWATERINGDESCRIPTIONDewate
Page 422 and 423:
Figure 4.5-b: DewateringTRPA BMP Ha
Page 424 and 425:
• Use this settled water to fill
Page 426 and 427:
4.5.1.4 CLEAN WATER DIVERSIONAltern
Page 428 and 429:
• Avoid disturbing aquatic specie
Page 430 and 431:
• Pipe slope drain: A rigid pipe,
Page 432 and 433:
Stream Isolation Techniques:• Tur
Page 434 and 435:
Figure 4.5-f: Water DiversionTRPA B
Page 436 and 437:
4.5.1.5 VEGETATION PROTECTIONAltern
Page 438 and 439:
• Growing Space: Provide spacing
Page 440 and 441:
Figure 4.5-g: Vegetation Protection
Page 442 and 443:
4.5.1.6 TEMPORARY SANITATION FACILI
Page 444 and 445:
4.5.1.7 DUST CONTROLAlternate Names
Page 446 and 447:
• Blanket with geotextiles or veg
Page 448 and 449:
4.5.1.8 VEHICLE INGRESS EGRESS MANA
Page 450 and 451:
• If possible, re-use swept or va
Page 452 and 453:
4.5.1.9 WINTERIZATIONDESCRIPTIONBet
Page 454 and 455:
INSPECTION AND MAINTENANCEEnsure th
Page 456 and 457:
4.5.1.10 CONSTRUCTION STAGINGAltern
Page 458 and 459:
4.5.1.11 MATERIAL HANDLING STORAGE
Page 460 and 461:
• Ensure that current Material Sa
Page 462 and 463:
4.5.1.12 TOPSOIL SALVAGEAlternative
Page 464 and 465:
• If topsoil will not be used for
Page 466 and 467:
4.5.1.13 CONCRETE/BENTONITE MANAGEM
Page 468 and 469:
Figure 4.5-i: Concrete Washout Stat
Page 470 and 471:
4.5.1.14 STOCKPILE MANAGEMENTAltern
Page 472 and 473:
Figure 4.5-j: Stockpile ManagementT
Page 474 and 475:
4.5.2 EROSION AND SEDIMENT CONTROLR
Page 476 and 477:
4.5.2.1 SWEEPINGDESCRIPTIONDuring c
Page 478 and 479:
4.5.2.2 DRAIN INLET PROTECTIONAlter
Page 480 and 481:
inches. Take care to ensure that no
Page 482 and 483:
Figure 4.5-k: Drain Inlet Protectio
Page 484 and 485:
4.5.2.3 FIBER ROLLAlternative Names
Page 486 and 487:
• Adjust spacing of fiber rolls a
Page 488 and 489:
Figure 4.5-l: Fiber RollsTRPA BMP H
Page 490 and 491:
4.5.2.4 SILT FENCEAlternative Names
Page 492 and 493:
• Turn the fabric uphill at the e
Page 494 and 495:
Figure 4.5-m: Silt FenceTRPA BMP Ha
Page 496 and 497:
4.5.2.5 EROSION CONTROL BLANKET SYS
Page 498 and 499:
structures mark the boundaries of t
Page 500 and 501:
Figure 4.5-p: Anchoring Geotextiles
Page 502 and 503:
4.5.2.6 HYDROMULCH, TACKIFIER, AND
Page 504 and 505:
INSPECTION AND MAINTENANCE• Hydro
Page 506 and 507:
5.2 SOILSoil is a complex living sy
Page 508 and 509:
Tilling green wood chips intothe so
Page 510 and 511:
areas such as SEZs and in shorezone
Page 512 and 513:
Large boulders provide permanent ve
Page 514 and 515:
To address this TRPA’s Regional P
Page 516 and 517:
to apply ½ inch of water. Water yo
Page 518 and 519:
Pesticides can be degraded by sunli
Page 520 and 521:
5.3.2.5 FIRE DEFENSIBLE SPACEFire d
Page 522 and 523:
etween them. For example, shrubs wi
Page 524 and 525:
5.4 PROJECT SCALE REQUIREMENTSSoil
Page 526 and 527:
5.4.1.5 PROJECT INSTALLATIONA. CONT
Page 528 and 529:
percent vegetative cover, soil surf
Page 531 and 532:
TRPA Revegetation Plan TemplateSoil
Page 533 and 534:
(c) GRADING AND SLOPE SHAPINGDescri
Page 535 and 536:
TRPA Revegetation Plan ExampleSoil
Page 537 and 538:
• All machinery must be clean bef
Page 539 and 540:
Common NameScientific NameScotchbro
Page 541 and 542:
during dry weather. All debris, roo
Page 543 and 544:
substantially different that the pe
Page 545:
TRPA BMP HandbookCHAPTER 5: Soil an
Page 548 and 549:
Fertilizer Management PlanProject N
Page 550 and 551:
IV. MONITORINGSurface and groundwat
Page 552 and 553:
I. PROJECT AND SITE DESCRIPTIONGold
Page 555:
Table 5-1: Description of Revegetat
Page 558 and 559:
SITE TYPE RECOMMENDED SPECIES LISTS
Page 560 and 561:
SITE TYPE RECOMMENDED SPECIES LISTW
Page 562 and 563:
CHAPTER 5: Soil and Vegetation Mana
Page 564 and 565:
TRPA APPROVED PLANT SPECIES ATTRIBU
Page 566 and 567:
TRPA APPROVED PLANT SPECIES ATTRIBU
Page 568 and 569:
CHAPTER 5: Soil and Vegetation Mana
Page 570 and 571:
• Section 6.2 describes methods f
Page 572 and 573:
equirements. At a minimum, training
Page 574 and 575:
Vactor equipment removes sediment a
Page 576 and 577:
Industrial Properties, Marinas, and
Page 578 and 579:
• Rinse the rock with hose water
Page 580 and 581:
EXAMPLE INSPECTION AND MAINTENANCE
Page 582 and 583:
MONITORING PLAN TEMPLATE1. TITLE PA
Page 584 and 585:
MONITORING, INSPECTION, ANDMAINTENA
Page 586 and 587:
Sample Site123 Main StreetSouth Lak
Page 588 and 589:
3. MONITORINGIn 2011, South Lake Ta
Page 590 and 591:
ATTACHMENT BWATER QUALITY DATA
Page 592 and 593:
ATTACHMENT DINSPECTION AND MAINTENC
Page 594 and 595:
• Discharge of stormwater from in
Page 596 and 597:
PAVING SINGLE FAMILY RESIDENTIAL PR
Page 598 and 599:
TRPA Shorezone permit (www.trpa.org
Page 600 and 601:
CHAPTER 8: SHOREZONE PROTECTIVESTRU
Page 602 and 603:
technical guidance on structural an
Page 604 and 605:
Pope has developed a shorezone miti
Page 606 and 607:
ADVANTAGES• Protect parcel develo
Page 608 and 609:
Table 8-3: Categorical Classificati
Page 610 and 611:
generate observable changes in the
Page 612 and 613:
Table 8-5: The General Geomorphic C
Page 614 and 615:
8.1.8.2 TOLERANCE DISTRICT AND BACK
Page 616 and 617:
Figure 8-e: Option 2—Backshore De
Page 618 and 619:
Scenic Resources and project compli
Page 620 and 621:
8.2 BULKHEADS AND LAKE WALLS8.2.1 O
Page 622 and 623:
oth the beach immediately fronting
Page 624 and 625:
Like all BMPs, bulkheads and lake w
Page 626 and 627:
For a bulkhead located such that th
Page 628 and 629:
Figure 8-i: Typical Lake Wall (Grav
Page 630 and 631:
Table 8-9: Advantages and Disadvant
Page 632 and 633:
maintains its position under wave s
Page 634 and 635:
8.3.4 INSTALLATIONAs with bulkheads
Page 636 and 637:
Table 8-11: Advantages and Disadvan
Page 638 and 639:
V t ≥ 5R c2(Equation 4.1)Where:Vt
Page 640 and 641:
8.5 BEACH NOURISHMENT AND REPLENISH
Page 642 and 643:
of not being able to protect the ba
Page 644 and 645:
• The material must be washed to
Page 646 and 647:
nourishment will be determined by m
Page 648 and 649:
Page 650 and 651:
8.7 BREAKWATERS8.7.1 OVERVIEWBreakw
Page 652 and 653:
The procedure for determining armor
Page 654 and 655:
8.8 SHOREZONE VEGETATION8.8.1 OVERV
Page 656 and 657:
vegetation. Protecting a tree from
Page 658 and 659:
Overall, dredging can be either a p
Page 660 and 661:
The Pneuma pump is a piece of dredg
Page 662 and 663:
nature of the project and the poten
Page 664 and 665:
8.10 TURBIDITY CURTAINS8.10.1 OVERV
Page 666 and 667:
weights or connected firmly to sand
Page 668 and 669:
Figure 8-o: Turbidity Curtain Desig
Page 670 and 671:
Aquatic invasive species (AIS) also
Page 672 and 673:
tanks into a sewage retention and/o
Page 674 and 675:
• A common problem with recreatio
Page 676 and 677:
8.12 BOAT RAMP CONSTRUCTION AND VEH
Page 678 and 679:
Page 680 and 681:
amp at the change of grade. A V-gro
Page 682 and 683:
Figure 8-p: Boat Ramp DesignTRPA BM
Page 684 and 685:
Table 8-22: Overview of Geotechnica
Page 686 and 687:
8.14 SHOREZONE PROTECTIVE STRUCTURE
Page 688 and 689:
8.14.2 ADDITIONAL CONSIDERATIONS FO
Page 690 and 691:
some designated boundary or sphere
Page 692 and 693:
spawning grounds and juvenile nurse
Page 694 and 695:
Marine Science, School of Geoscienc
Page 696 and 697:
Osborne, R.H., et. Al. (1985). Sedi
Page 698 and 699:
8.16 APPENDICES8.16.1 DESIGN CALCUL
Page 700 and 701:
Figure 8-r defines the primary wave
Page 702 and 703:
8.16.1.2 WAVE RUN-UP FORMULA FOR BA
Page 704 and 705:
• Use Equation 16.10 to calculate
Page 706 and 707:
Figure 8-u: Design Wave CasesTRPA B
Page 708 and 709:
Figure 8-v: Wave Setup and Run-Up f
Page 710 and 711:
Alternative methods of wave calcula
Page 712 and 713:
GLOSSARYAccretionMay be either a na
Page 714 and 715:
eaches have no berm, others have se
Page 716 and 717:
DensityMass (in kg) per unit of vol
Page 718 and 719:
Fire Defensible SpaceRefers to the
Page 720 and 721:
Common terms related to land covera
Page 722 and 723:
PermeabilityThe property of a bulk
Page 724 and 725:
ScourRemoval of underwater material
Page 726 and 727:
SlopeThe degree of inclination to t
Page 728 and 729:
Technical Advisory Committee (TAC)C
Page 730 and 731:
ACRONYMSACES - Automated Coastal En
Page 732 and 733:
NPS - Nonpoint SourceNRCS - Natural
show all

BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

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

Delete template?

Save as template?