BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

More documents

Recommendations

Info

Fertilizer Management Plan TemplateThis template is intended to assist the project proponent with Fertilizer Management Plan layoutand instructions.Any existing or planned property with 1 or more cumulative acres of turf, or those with existingor potential impacts to water quality, Stream Environment Zones (SEZs) or shorezone, mustaccount for fertilizer use through a Fertilizer Management Plan. If more than 1 acre of turf isproposed as part of a revegetation project, the elements of the fertilizer management plan may beincorporated into the Revegetation Plan.See the Tahoe Regional Planning Agency BMP Handbook – Chapter 5 on Soils and Vegetation -for additional fertilizer application guidance. This document is available online at:www.tahoebmp.org.[red text] = Replace with project specific information.TRPA BMP HandbookCHAPTER 5: Soil and Vegetation Management2012 Fertilizer Management Plan TemplatePage 1
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 136 and 137:
CONTENTSCHAPTER 4: BMP TOOLKIT ....
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:
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:
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 549 and 550: I. PROJECT AND SITE DESCRIPTIONDesc
Page 551 and 552: Fertilizer Management Plan ExampleF
Page 553: C. RATES AND MEANS OF APPLICATIONZo
Page 557 and 558: Table 5-2: Site Type Recommended Sp
Page 559 and 560: SITE TYPE RECOMMENDED SPECIES LISTW
Page 561 and 562: Table 5-3: Site Type Recommended Se
Page 563 and 564: Table 5-4: Attributes of Suitable a
Page 565 and 566: TRPA APPROVED PLANT SPECIES ATTRIBU
Page 567 and 568: TRPA APPROVED PLANT SPECIES ATTRIBU
Page 569 and 570: CHAPTER 6: INSPECTION, MAINTENANCE,
Page 571 and 572: 6.3 PROJECTS 1 TO 5 ACRES AND ALL C
Page 573 and 574: prevent sediment discharge onto an
Page 575 and 576: 6.5 MAINTENANCE AGREEMENTS AND BMP-
Page 577 and 578: SMALL RESIDENTIAL BMP INSPECTION,MA
Page 579 and 580: Overall siteEXAMPLE INSPECTION AND
Page 581 and 582: EXAMPLE INSPECTION AND MAINTENANCE
Page 583 and 584: 3. Sample number shall be large eno
Page 585 and 586: Photo Monitoring (Attachment C)DATE
Page 587 and 588: 1. SITE DESCRIPTIONThis Sample Site
Page 589 and 590: ATTACHMENT ASITE PLAN
Page 591 and 592: ATTACHMENT CPHOTO- MONITORING
Page 593 and 594: CHAPTER 7: PERMITTING7.1 PURPOSE AN
Page 595 and 596: considered an exempt activity. Exem
Page 597 and 598:
Parcels developed after July 1987 a
Page 599 and 600:
7.5 SECURITIESSecurities are charge
Page 601 and 602:
and shorezone management. 6 Althoug
Page 603 and 604:
Figure 8-a: Planning Approaches for
Page 605 and 606:
Adaptation and retreat requires the
Page 607 and 608:
comparing and contrasting alternati
Page 609 and 610:
8.1.7 REGULATORY PERMITTINGWhen a l
Page 611 and 612:
Figure 8-b: Shorezone Tolerance Dis
Page 613 and 614:
infiltrate into dune sands because
Page 615 and 616:
Figure 8-c: The Shorezone of Lake T
Page 617 and 618:
8.1.8.3 BACKSHORE SETBACKS AND BUFF
Page 619 and 620:
FISHERIES1. Is the project area, in
Page 621 and 622:
TYPESoldier PileGravitySUPPORTSTRUC
Page 623 and 624:
Figure 8-g illustrates a hypothetic
Page 625 and 626:
is generally limited in Lake Tahoe.
Page 627 and 628:
Figure 8-h: Typical Anchored Sheet
Page 629 and 630:
8.3 STATIC REVETMENTS8.3.1 OVERVIEW
Page 631 and 632:
evetments. Additionally, excessive
Page 633 and 634:
not always conservative enough and
Page 635 and 636:
8.4 DYNAMIC REVETMENTS8.4.1 OVERVIE
Page 637 and 638:
major storms. A full review of this
Page 639 and 640:
Figure 8-l: Potential Modes of Fail
Page 641 and 642:
Table 8-12: Overview of the Advanta
Page 643 and 644:
h 1. 57(Equation 5.1)cH eWhere:he
Page 645 and 646:
(1) The A values above, some to fou
Page 647 and 648:
8.6 JETTIES8.6.1 OVERVIEWIn Lake Ta
Page 649 and 650:
• Jetties must extend sufficientl
Page 651 and 652:
ADVANTAGES• Provides wave protect
Page 653 and 654:
Figure 8-n: Fixed Breakwater Design
Page 655 and 656:
Table 8-16: Advantages and Disadvan
Page 657 and 658:
8.9 DREDGING8.9.1 OVERVIEWDredging
Page 659 and 660:
There are various types of dredges.
Page 661 and 662:
Transportation and placement of dre
Page 663 and 664:
The following subjects are typicall
Page 665 and 666:
weeks); longer durations or extensi
Page 667 and 668:
8.10.4 INSTALLATIONInstall turbidit
Page 669 and 670:
8.11 BOATING DISCHARGE CONTROL AND
Page 671 and 672:
facilities, which may decrease loca
Page 673 and 674:
• These petroleum products shall
Page 675 and 676:
8.11.4 INSTALLATIONMuch of the inst
Page 677 and 678:
TRPA will require a Water Quality M
Page 679 and 680:
significant grading, dredging, or f
Page 681 and 682:
Table 8-21: Considerations for Boat
Page 683 and 684:
8.13 SITE CHARACTERIZATION CHECKLIS
Page 685 and 686:
In addition to the modeling require
Page 687 and 688:
emote imagery, and the development
Page 689 and 690:
etc.) and chemical (dissolved oxyge
Page 691 and 692:
Noise pollution from dredging or ot
Page 693 and 694:
8.15 BIBLIOGRAPHYAhrens, J.P., John
Page 695 and 696:
Komar, P. D., and McDougal, W. G. (
Page 697 and 698:
U.S. Army Corps of Engineers (1966)
Page 699 and 700:
Figure 8-q: Fetch Definition 0.00
Page 701 and 702:
Figure 8-s Wave Height NomographCHA
Page 703 and 704:
Figure 8-t: Wave Run-UpBased on the
Page 705 and 706:
8.16.1.4 CALCULATING WAVE HEIGHT AT
Page 707 and 708:
Case 1: the toe of the protective m
Page 709 and 710:
• Calculate the remaining height
Page 711 and 712:
FOR NON-BREAKING WAVES:W50,lbs1.27H
Page 713 and 714:
Bailey Land Capability System (Land
Page 715 and 716:
marks shoals or rocks; a whistling
Page 717 and 718:
DuffThe decomposed mulch layer of p
Page 719 and 720:
Infiltration FacilityA device used
Page 721 and 722:
Native PlantA plant that is endemic
Page 723 and 724:
Revetment1) A facing of stone, conc
Page 725 and 726:
Shear StressShear stress is the res
Page 727 and 728:
Water Quality Management Plan for t
Page 729 and 730:
UpdriftThe direction opposite that
Page 731 and 732:
FSP - Fine Sediment ParticlesGUI -
Page 733:
Tahoe RCD - Tahoe Resource Conserva
show all

BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

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

Delete template?

Save as template?