brtkwies rrJNT Mh r3. - 32 - Figure 5 displays BMP effectiveness results of 4 forestry BMP audits conducted in Montana. Comparison of BMP Effectiveness Major Impacts Minor Impacts Adequate Protection |J 1990 H] 1992 gg 1994 1996 Figure 5 Major Impacts Are Practices with an Effectiveness Rating <3. Minor Impacts Are Practices with an Effectiveness Rating of 3. Adequate Protection Is a Practice with an Effectiveness Rating >3. The 1996 audit ratings showed improvement over the 1990, 1992 and 1994 ratings when one looks at the percent of sites with major departures or impacts, as in Figure 6. Sites with Major Departures or Impacts 1990 1992 1994 : | 1996 Figure 6. Major Departures Are Practices with an Application Rating of 1 or 2. Major Impacts Are Practices with an Effectiveness Rating of 1 or 2. -33- The 1996 audits had fewer major departures and impacts per site than the 1990, 1992 and 1994 audits did. See Figures 7. & 8. Impacts/departures per site are expressed as a percentage of rated practices per site, in order to account for differences in the average number of rated practices per site between study years. Average # of Departures per Site 1990 1992 | 1994 1996 Figure 7. Major Departures are Practices with an Application Rating <3. Minor Departures are Practices with an Application Rating of 3 . Average # of Impacts per Site 1990 H 1992 1994 j_J 1996 Figure 8. Major Impacts Are Practices with an Effectiveness Rating of <3. Minor Impacts Are Practices with an Effectiveness Rating of 3. -34- RECOMMENDATIONS FROM AUDIT TEAM MEMBERS • Continue the interdisciplinary forestry BMP audits. The audit process has been fundamental in educating and making people aware of BMP requirements. Conduct the audits every two years. • Continue to evaluate implementation of the SMZ law and rules. • Update the BMP audit process to include site selection processes, clarification and refinement of the BMP’s and the audit form. • Encourage the development of a mechanism to monitor the effectiveness of BMP’s. • Recognize the need to formally involve NIP landowners into the entire BMP audit process. • Encourage all ownership groups to continue commitment, involvement and support in the audit process. • Continue educating loggers, landowners, and foresters, concentrating on problem areas documented through BMP audits. Lack of adequate drainage on new and existing roads continues to be the primary impact to water quality. BMP education should emphasize the need for meeting road drainage BMPs. • Actively encourage the site’s owners and logging contractors to attend the audit. The Montana Logging Association and the Montana Wood Products Association will assist DNRC in notifying contractors. At a minimum, give contractors a copy of the audit results for their sites. • The team leader should encourage the landowner and contractor and, if needed in the case of NIP lands, the DNRC Service Forester, to develop a remedy for problems noted. An audit team member will assist if necessary, especially to identify problems. Industry groups, such as MLA and MWPA may participate as needed. • Continue funding volunteer audit team members. • Institute a similar BMP audit process for other land uses, including mining, livestock grazing, agriculture and subdivision development. - 35 - References Ehinger W. and D. Potts. 1990. On-site Assessment of "Best Management Practices as an Indicator of Cumulative Watershed Effects in the Flathead Basin." Flathead Basin Water Quality and Fisheries Cooperative. University of Montana School of Forestry. Missoula, Montana 137 pp. Frank, Gary. 1994. Montana Forestry Best Management Practices Implementation Monitoring — The 1994 Forestry BMP Audits Final Report. Montana Department of State Lands, Forestry Division, Missoula, MT. 30pp. Idaho Dept, of Health and Welfare. 1989, Final Report: Forest Practices Water Quality Audit 1988. Idaho DHW, Division of Environmental Quality. Boise, Idaho, 26 pp. Montana Dept, of Health and Environmental Sciences. 1990. Montana Water Quality, 1990. Montana DHES, Water Quality Bureau. Helena, MT. 21 pp. National Council of the Paper Industry for Air and Stream Improvement (NCASI). 1988. Procedures for Assessing the Effectiveness of Best Management Practices in Protecting Water and Stream Quality Associated with Managed Forests. NCASI Technical Bulletin 538. January, 1988. 23 pp. Schultz, Bill. 1990. Montana Forestry Best Management Practices Implementation Monitoring - The 1990 Forestry BMP Audits Final Report. Montana Department of State Lands, Forestry Division, Missoula, MT. 32p. Schultz, Bill. 1992. Montana Forestry Best Management Practices Implementation Monitoring — The 1992 Forestry BMP Audits Final Report. Montana Department of State Lands, Forestry Division, Missoula, MT. 32p. Zackheim, Hugh. 1988. House Joint Resolution 49-Forest Practices and Watershed Effects: Final Report. Montana Environmental Quality Council. Helena, MT. 95 pp. -36- APPENDIX A 5/96 1996 BMP FIELD AUDITS BMP AUDIT TEAM MEMBERS EXPERTISE AUDIT TEAM NORTHWEST WEST CENTRAL SOUTHWEST /EAST | Fisheries + S. Rumsey, DFWP + D. Workman, DFWP* + J. Brammer, DFWP +(T. Weaver, DFWP) +(C. Clancey, DFWP) (D. Skarr DFWP) +(P. Van Eimeren, FS) Hydrology + S. Johnson, USFS + G. Frank, DNRC + S . Tralles, DEQ\WQD* + (B . Sugden, PCT) (P. Callahan, DNRC) (B. Stuart, USFS) (J. Whittingham, BLM) Soils + J. Collins, DNRC S. Barndt, USFS + H. Hunter, PVT (B. Basko, USFS) + (T. Wiersum, NRCS) + (B. Logar, NRCS) Forestry + R. Hudson, PVT* + D. Wick, PCT + G. Sanders , PML + ( L . Coryell, USFS) +(P. Davis, PCT) + (S. Flynn, LP) Eng. /Roads + V. Anderson, PCT + ( Jim Saubier, USFS) + J. Marshik, USFS + ( F . McCubbins, STZ) +(E. Applekamp, USFS) + (S. Anderson, PVT) Conservation + Dan Paschke, TU + B. Benson, CFC + P. Hackley, EIC + (R . Ash, Audub.) (M Roy, NWF) + (C. Jones, EIC) Legend: REDLINE Denotes Team Leader. ( ) Denotes Alternate. + Denotes Prior BMP Audit Team Experience. * Denotes Alternate Team Leader A-l APPENDIX B 1996 BMP FIELD AUDITS RISK RATING GUIDE MONTANA “RISK” MATRIX (3/91) TYPE CLEAR-CUT PARTIAL CUT SITE PREP ROADS SLOPE SOIL T E RS P s F S T E R S P S FS M P B B 0 p T EROD. RQ U K A U u u R Q U K A U UU A I R U T E E AU B I R S L S A U B I R S LS C L D R H R M C 1 B D T P L P C 1 B D T P L P H E C N E M P K P E I K P E I I IS A R E R A E R A N C S D L D L E A T R 0-5% H 2 2 2 1 2** 2** 1 1 2 1 1 2** 3 M 2 1 1 1** 2 1** 1 1 2** 1 1 i 1 L 1 1 1 1 1 t 1 1 2 1 1 t 1 5-20% H 4 3 2 1 4* 3 2 1 4 2 1 3 4 M 3 2 1 1 3* 2 1 1 3 2 1 2 3 L 2 2 1 1 2* 2* 1 1 2 1 1 2 2 20-40% H 5 5 4* 2 5* 5* 3** 1 5 3** 1 4 5 M 4* 4 3 1 3 3 2 1 4 3 1 3 4* L 3* 2 2 1 2 2 2 1 3 2 1 3* 3 1 >40% H 5 5 4 2 5 5 4 2 5 4 1 5 5 M 5 5 4 2* 5 5 3 1 5 4 1 5 5 L 4 4 3 1 4 4 2 1 4 3* 1 4 4 (* Indicates Mean Value Used, ** Final Group Consensus Adjustment for Internal Consistency) MONTANA EROSION-IMPACT MATRIX From: “Management Guidelines for Riparian Forests” by Robert Pfister and Kim Sherwood. Flathead Basin Forest Practices Water Quality and Fisheries Cooperative Program. LEGEND 1 = LOW RISK 2-3 = MODERATE RISK 4-5 = HIGH RISK SOIL ERODIBILITY HIGH ERODIBILITY GRANITICS ALLUVIUM LACUSTRINE MODERATE ERODIBILITY SCHIST SOFT/HARD SEDIMENTS BASIC IGNEOUS LOW ERODIBILITY ARGILLITE/QUARTZITE METAMORPHIC (BELT) HIGH RISK DUE TO RIPARIAN HARVEST “HIGH” risk will be assigned to sales with logging in riparian zones along streams. Riparian zones are located between aquatic and terrestrial environments are identified by distinct vegetation that requires or tolerates free or unbound water. This includes but is not limited to the following habitat types: ABLA/CACA, (all phases), ABLA/APHO, PICEA/EQAR, THPL/OPHO. B-l APPENDIX C DS-49 BMP FIELD AUDITS SITE INFORMATION Site Number: Meets Selection Criteria: High Hazard: Site Name: Owner : Legal Description: Primary Drainage : Stream Within 200 Ft.? Y / N Unit Size: Road Construction: Road Reconstruction: Slash Disposal Complete: Logging Method: Slope: 0-5% ; 5-20% Parent Material : County: Month/Year Harvested: Name: Bankfull Width: Volume Removed: Length: Length: Method: 20-40% ; 40% + Soil Erodibility: High Medium Low Harvest in Riparian: Y / N Stream Class : Comments : FIELD AUDIT Date : Team Leader/Recorder: Team Members : Observers Present : RATING GUIDE APPLICATION 5--0PERATI0N EXCEEDS REQUIREMENTS OF BMP 4--0PERATI0N MEETS REQUIREMENTS OF BMP 3- -MINOR DEPARTURE FROM BMP 2- -MAJOR DEPARTURE FROM BMP 1 - -GROSS NEGLECT OF BMP EFFECTIVENESS 5- - IMPROVED PROTECTION OF SOIL AND WATER RESOURCES OVER PRE-PROJECT CONDITION 4- -ADEQUATE PROTECTION OF SOIL AND WATER RESOURCES 3- -MI NOR AND TEMPORARY IMPACTS ON SOIL & WATER RESOURCES 2- -MAJOR AND TEMPORARY OR MINOR AND PROLONGED IMPACTS ON SOIL AND WATER RESOURCES. 1- -MAJOR AND PROLONGED IMPACTS ON SOIL AND WATER RESOURCES. DEFINITIONS (BY EXAMPLE ) : ADEQUATE- -SMALL AMOUNT OF MATERIAL ERODED; MATERIAL DOES NOT REACH DRAWS, CHANNELS, OR FLOODPLAIN. MIN0R--ER0SI0N AND DELIVERY OF MATERIAL TO DRAWS BUT NOT STREAM. MAJOR- -EROSION AND SUBSEQUENT DELIVERY OF SEDIMENT TO STREAM OR ANNUAL FLOODPLAIN. TEMPORARY-- IMPACTS LASTING ONE YEAR OR LESS; NO MORE THAN ONE RUNOFF SEASON. PROLONGED-- IMPACTS LASTING MORE THAN ONE YEAR. NR- -NOT REVIEWED NA- -NOT APPLICABLE R: 10/96 C-l MONTANA FOREST PRACTICES REVIEW WORKSHEET BMPs Applicable to: + New Road Construction * Existing Roads ► Reconstruction RECOMMENDED BEST MANAGEMENT PRACTICES APPLICABLE TO SITE (Y/N) | APPLICATION I EFFECTIVENESS COMMENTS SECTION I- -ROADS ► + la . lb. 3 . 4 . 5 . 6a. 6b . ROAD PLANNING & LOCATION SECTION I .A. MINIMIZE NUMBER OF ROADS NECESSARY. USE EXISTING ROADS UNLESS AGGRAVATE EROSION. AVOID LONG, SUSTAINED, STEEP ROAD GRADES. LOCATIONS AVOID HIGH HAZARD SITES (I.E., WET AREAS AND UNSTABLE SLOPES) . ADEQUATE SMZ BETWEEN ROAD AND STREAM CHANNELS WHERE ROADS ARE LOCATED ALONG STREAMS. MINIMIZE NUMBER OF STREAM CROSSINGS. NUMBER . CHOOSE STABLE STREAM CROSSING SITES. ROAD DESIGN SECTION I.B. ►+ 2. DESIGN ROADS TO MINIMUM STANDARD NECESSARY TO ACCOMMODATE ANTICIPATED USES + 4 . VARY ROAD GRADE TO REDUCE CONCENTRATED DRAINAGE. +► 5. PROPER SIZING FOR CROSSING STRUCTURES . + ►* 1 DRAINAGE FROM ROAD SURFACE SECTION I.C. PROVIDE ADEQUATE ROAD SURFACE DRAINAGE FOR ALL ROADS. R: 10/96 C-2 + New Road Construction; * Existing Roads; ► Reconstruction I .D. APPLICABLE TO SITE (Y/N) | APPLICATION | | EFFECTIVENESS RECOMMENDED BEST I + ► 2 . MANAGEMENT PRACTICES SKEW DITCH RELIEF CULVERTS. 1 1 1 COMMENTS +►* 4 . PROVIDE ENERGY DISSIPATORS AT DRAINAGE STRUCTURE OUTLETS WHERE NEEDED. + ►* 6 . ROUTE ROAD DRAINAGE THROUGH ADEQUATE FILTRATION ZONES BEFORE ENTERING A STREAM. CONS TRUCT I ON / RE CONS TRUCT I ON SECTION I.D. + ► 2 . STABILIZE ERODIBLE SOILS (I.E., SEEDING, BENCHING, MULCHING) . + ► 3 . SLASH FILTER WINDROWS INSTALLED . + ► 5 . CUT AND FILL SLOPES AT STABLE ANGLES. SLOPE RATIO: + ► 6 . AVOID INCORPORATING WOODY DEBRIS IN ROAD FILL. + ► 8 . EXCESS MATERIALS (WASTE) PLACED IN LOCATIONS THAT AVOID ENTERING STREAM. + ► 9 . SEDIMENT FROM BORROW PITS AND GRAVEL PITS MINIMIZED. ► 10 RECONSTRUCT ONLY TO THE EXTENT NECESSARY TO PROVIDE ADEQUATE DRAINAGE AND SAFETY. ROAD MAINTENANCE SECTION I.E. +►* 1 GRADE ROADS IF NECESSARY TO MAINTAIN DRAINAGE. +►* 2 MAINTAIN EROSION CONTROL FEATURES (DIPS, DITCHES AND CULVERTS FUNCTIONAL) . ★ 3 AVOID CUTTING THE TOE OF CUT SLOPES. + ►* 6 AVOID USE OF ROADS DURING WET PERIODS AND SPRING BREAKUP. + ►* 8 ABANDONED ROADS IN CONDITION TO PROVIDE ADEQUATE DRAINAGE WITHOUT FURTHER MAINTENANCE. R: 10/96 C-3 + New Road Construction; * Existing Roads; ► Reconstruction I.D. RECOMMENDED BEST MANAGEMENT PRACTICES APPLICABLE TO SITE (Y/N) | APPLICATION | EFFECTIVENESS ! ! | COMMENTS SECTION II- -TIMBER HARVESTING HARVEST DESIGN SECTION I I. A. 2 . SUITABLE LOGGING SYSTEM FOR TOPOGRAPHY, SOIL TYPE AND SEASON OF OPERATION. 5 . DESIGN AND LOCATE SKID TRAILS TO AVOID CONCENTRATING RUNOFF. 6 . SUITABLE LOCATION, SIZE, AND NUMBER OF LANDINGS. OTHER HARVESTING ACTIVITIES SECTION II. C. la SKIDDING OPERATION MINIMIZES SOIL COMPACTION AND DISPLACEMENT. lb. AVOID TRACTOR SKIDDING ON UNSTABLE SLOPES AND SLOPES THAT EXCEED 40% UNLESS NOT CAUSING EXCESSIVE EROSION. 2a. ADEQUATE DRAINAGE FOR TEMPORARY ROADS, SKID TRAILS AND FIRE LINES. 2b. ADEQUATE DRAINAGE FOR LANDINGS. SLASH TREATMENT AND SITE PREPARATION SECTION II. D. 2 . BRUSH BLADES USED ON DOZERS. 4 . SCARIFY ONLY TO THE EXTENT NECESSARY TO MEET REFORESTATION OBJECTIVE . 5 . ACTIVITIES LIMITED TO FROZEN OR DRY CONDITIONS TO MINIMIZE SOIL COMPACTION AND DISPLACEMENT. 6 . EQUIPMENT OPERATIONS ON SUITABLE SLOPES ONLY. 9 . LIMIT WATER QUALITY IMPACT OF PRESCRIBED FIRE. R: 10/96 C-4 + New Road Construction; * Existing Roads; ► Reconstruction I .D. APPLICABLE TO SITE (Y/N) | APPLICATION | EFFECTIVENESS RECOMMENDED BEST j j j MANAGEMENT PRACTICES | j | COMMENTS SECTION III- -STREAM CROSSINGS LEGAL REQUIREMENTS SECTION III .A. ► + 1 . PROPER PERMITS FOR STREAM CROSSINGS. DESIGN CONSIDERATIONS SECTION III.B. ► + la . CROSS STREAMS AT RIGHT ANGLES, IF PRACTICAL. ► + lb. DIRECT ROAD DRAINAGE AWAY FROM STREAM CROSSING SITE. ► + 2 . AVOID UNIMPROVED STREAM CROSSINGS . INSTALLATION OF STREAM CROSSINGS SECTION III.C. ► + 1. MINIMIZE STREAM CHANNEL DISTURBANCE. ► + 2 . CULVERTS CONFORM TO NATURAL STREAMBED AND SLOPE. ►+ 3. PREVENT EROSION OF CULVERT AND BRIDGE FILLS (I.E., ARMOR INLET AND OUTLET. ► + 5 . MINIMUM COVER FOR CULVERTS PROVIDED . SECTION V--HAZ£ lRDC US SUE STANCES GENERAL SECTION V . A . 2 . ADEQUATE STORAGE AND DISPOSAL FOR FUEL, SHOP DEBRIS, AND WASTE OIL. WERE ANY CWE ASSESSMENTS OR WATERSHED ANALYSIS INCLUDED IN THE TIMBER HARVEST PLANNING? RESPONSE : IF YES, WHAT TYPE AND LEVEL OF ANALYSIS WAS CARRIED OUT (I.E., MONITORING, SCREENING, CWE INDICES, INTERDISCIPLINARY TEAMS, ASSESSMENTS OF CHANGING GEOMORPHIC PROCESSES, A COMBINATION OF TWO OR MORE.) R: 10/96 C-5 + New Road Construction; * Existing Roads; ► Reconstruction I .D. APPLICABLE TO SITE (Y/N) | APPLICATION | EFFECTIVENESS RECOMMENDED BEST | j | MANAGEMENT PRACTICES | | | COMMENTS SECTION II- -TIMBER HARVESTING HARVEST DESIGN SECTION I I. A. 2 . SUITABLE LOGGING SYSTEM FOR TOPOGRAPHY, SOIL TYPE AND SEASON OF OPERATION. 5 . DESIGN AND LOCATE SKID TRAILS TO AVOID CONCENTRATING RUNOFF. 6 . SUITABLE LOCATION, SIZE, AND NUMBER OF LANDINGS. OTHER HARVESTING ACTIVITIES SECTION II. C. la SKIDDING OPERATION MINIMIZES SOIL COMPACTION AND DISPLACEMENT. lb. AVOID TRACTOR SKIDDING ON UNSTABLE SLOPES AND SLOPES THAT EXCEED 40% UNLESS NOT CAUSING EXCESSIVE EROSION. 2a. ADEQUATE DRAINAGE FOR TEMPORARY ROADS, SKID TRAILS AND FIRE LINES. 2b. ADEQUATE DRAINAGE FOR LANDINGS . SLASH TREATMENT AND SITE PREPARATION SECTION II. D. 2 . BRUSH BLADES USED ON DOZERS. 4 . SCARIFY ONLY TO THE EXTENT NECESSARY TO MEET REFORESTATION OBJECTIVE . 5 . ACTIVITIES LIMITED TO FROZEN OR DRY CONDITIONS TO MINIMIZE SOIL COMPACTION AND DISPLACEMENT. 6 . EQUIPMENT OPERATIONS ON SUITABLE SLOPES ONLY. 9 . LIMIT WATER QUALITY IMPACT OF PRESCRIBED FIRE. R: 10/96 C-4 + New Road Construction; * Existing Roads; ► Reconstruction I .D. APPLICABLE TO SITE (Y/N) | APPLICATION I EFFECTIVENESS RECOMMENDED BEST MANAGEMENT PRACTICES COMMENTS SECTION III- -STREAM CROSSINGS ► + 1 . LEGAL REQUIREMENTS SECTION III .A. PROPER PERMITS FOR STREAM CROSSINGS. DESIGN CONSIDERATIONS SECTION III.B. ► + la . CROSS STREAMS AT RIGHT ANGLES, IF PRACTICAL. ► + lb. DIRECT ROAD DRAINAGE AWAY FROM STREAM CROSSING SITE. ► + 2 . AVOID UNIMPROVED STREAM CROSSINGS . INSTALLATION OF STREAM CROSSINGS SECTION III.C. ► + 1. MINIMIZE STREAM CHANNEL DISTURBANCE. ► + 2 . CULVERTS CONFORM TO NATURAL STREAMBED AND SLOPE. ►+ 3. PREVENT EROSION OF CULVERT AND BRIDGE FILLS (I.E., ARMOR INLET AND OUTLET. ► + 5 . MINIMUM COVER FOR CULVERTS PROVIDED . SECTION V--HAZ£ iRDC US SUE STANCES GENERAL SECTION V . A . 2 . ADEQUATE STORAGE AND DISPOSAL FOR FUEL, SHOP DEBRIS, AND WASTE OIL. WERE ANY CWE ASSESSMENTS OR WATERSHED ANALYSIS INCLUDED IN THE TIMBER HARVEST PLANNING? RESPONSE : IF YES, WHAT TYPE AND LEVEL OF ANALYSIS WAS CARRIED OUT (I.E., MONITORING, SCREENING, CWE INDICES, INTERDISCIPLINARY TEAMS, ASSESSMENTS OF CHANGING GEOMORPHIC PROCESSES, A COMBINATION OF TWO OR MORE.) R: 10/96 C-5 + New Road Construction; * Existing Roads; ► Reconstruction I .D. STREAMS IDE MANAGEMENT ZONE SITE INFORMATION ARE SMZ RULES APPLICABLE? (EFF. 3/15/93) Y/N WERE ANY PRE -APPROVED ALTERNATIVE PRACTICES UTILIZED? (* DENOTES PRACTICES THAT APPLY.) Y/N (LIST APPLIED PRACTICES) WERE ANY DNRC -APPROVED SITE-SPECIFIC ALTERNATIVE PRACTICES IMPLEMENTED IN THE HARVEST ACTIVITIES? (** DENOTES PRACTICES THAT APPLY.) Y/N (LIST APPLIED PRACTICES) APPLICABLE TO SITE (Y/N) | APPLICATION ! I EFFECTIVENESS RECOMMENDED BEST | | MANAGEMENT PRACTICES | j | COMMENTS 1. ADEQUATE SMZ WIDTH MAINTAINED AND PROPERLY MARKED? AVG . WIDTH 2. EXCLUSION OF BROADCAST BURNING IN SMZ . ** 3 . SMZ RETENTION TREE REQUIREMENTS MET . (# OF TREES, REPRESENTATIVE OF PRE -HARVEST STAND, FAVOR BANK -EDGE AND LEANING TREES, SHRUBS AND SUBMERCHANTABLE) ** 4. EXCLUSION OF EQUIPMENT OPERATION IN SMZ EXCEPT ON ESTABLISHED ROADS.* 5 . EXCLUDE CONSTRUCTION OF ROADS IN THE SMZ EXCEPT WHEN NECESSARY TO CROSS A STREAM OR WETLAND.** 6. EXCLUSION OF ROAD FILL MATERIAL DEPOSITED IN SMZ EXCEPT AS NEEDED TO CONSTRUCT CROSSINGS. 7. EXCLUSION OF SIDE-CASTING OF ROAD MATERIAL INTO A STREAM, LAKE, WETLAND OR OTHER BODY OF WATER DURING ROAD MAINTENANCE . 8. EXCLUSION OF SLASH IN STREAMS, LAKES OR OTHER BODIES OF WATER.** 9. EXCLUDE THE HANDLING, STORAGE, APPLICATION OR DISPOSAL OF HAZARDOUS OR TOXIC MATERIALS IN THE SMZ IN A MANNER THAT POLLUTES OR CAUSES DAMAGE OR INJURY. ADDITIONAL COMMENTS : C-6 APPENDIX D ( RATIONALE FOR THE RATING SYSTEM POST HARVEST EVALUATION D-l APPENDIX E 1996 BMP FIELD AUDITS SITES PICKED FOR AUDITS BY OWNERSHIP GROUP Number Sale Name Location Countv Owner Team DNRC-1 Six Mile S 1 2 T15N-R22W Msla State WC DNRC-2 Tom Miner S16 T08S-R06E Gallatin State SW DNRC-3 Werner/Taylor S30 T33N-R22W Flthd State NW DNRC-4 Deer Park S36 T15N-R11W Powel l State WC DNRC-5 Clear Creek S36 T25N-R25W Flthd State SW FED-1 Upper Cabin S11 T07N-R04E Brdwtr USFS SW FED-2 Thompson View S16 T26N-R26W Flthd USFS NW FED-3 Deep Gi Iman S12 T13N-R22W Msla USFS WC FED-4 Truman Emmons S 1 2 T26N-R22W Flthd USFS NW FED-5 Saw Mill S24 T06N-R14W Grani te USFS SW FED-6 Deadhorse S03 T10N-R10E Meagher USFS SW FED-7 Slate Point SOI T02S-R22W Raval l i USFS WC FED-8 Tangled Again S22 T31N-R27W Lincoln USFS NW FED-9 Fourth Cyclone S07 T34N-R33W Lincoln USFS NW FED-10 31 Special S05 T34N-R33W Lincoln USFS NW FED-11 Lewis Gulch S09 T04S-R13E Swtgrass USFS SW FED-12 Upper Mantrap S29 T25N-R28W Sanders USFS WC IND-1 Porter Creek S21 T27N-R23W Flthd PCT NW IND-2 Ashley Mtn. S17 T29N-R24W Flthd PCT NW IND-3 Bear 21 S21 T04S-R05E Gallatin BSL SW IND-4 Action Jackson S25 T01S-R07E Gallatin BSL SW IND-5 Mill Tevis S09 T11N-R21W Msla PCT WC IND-6 Olney Face S27 T33N-R23W Flthd PCT NW IND-7 Graves Thin SOI T12N-R23W Msla PCT WC IND-8 Pearson Green S09 T14N-R13W Powel l PCT WC IND-9 Walters #1 SOI T27N-R25W Flthd SLL WC IND-10 C&J Kids S27 T14N-R13W Powel l PCT WC IND-11 33 Owls S33 T26N-R29W Lincoln PCT NW IND-12 Carrigan Camp S09 T32N-R31W Lincoln PCT NW IND-13 Kelsey Creek S32 T31N-R26W Lincoln PCT NW IND-14 Deerhorn S31 T23N-R27W Sanders PCT WC NIP-1 Bald Butte S16 T11N-R06W L&C NIP SW NIP-2 Latham Gulch S33 T10N-R06W Powel l NIP SW NIP-3 Rock Creek S05 T04N-R15W Grani te NIP SW NIP-4 Wolf Mtn. S14 T06S-R37E Big Horn NIP SW NIP-5 Alaska Bench S27 T13N-R20E Fergus NIP SW NIP-6 Goodman Creek S12 T03N-R43E Rosebud NIP SW NIP-7 Mud Gulch S 1 4 T14N-R03E Meagher NIP SW NIP-8 Sleeping Child SOI T03N-R19W Raval l i NIP WC NIP-9 Blackfoot S25 T14N-R10W Powel l NIP WC NIP-10 St i l Iwater S29 T32N-R23W Flthd NIP NW NIP-11 Lion Mtn. S22 T31N-R22W Flthd NIP NW NIP-12 Iron Creek S06 T30N-R33W Lincoln NIP NW NIP-13 Swamp Creek S 1 3 T25N-R32W Sanders NIP WC Dropped NIP-14 McKay Creek S34 T26N-R32W Sanders NIP WC NIP-15 Ha If breed S07 T07N-R26E Musselshl NIP SW Dropped E-l APPENDIX F 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP APPLICATION EFFECTIVENESS Practice Owner 1 2 3 4 5 NR 1 2 3 4 5 NR ROAD PLANNING Minimi ze # DNRC 0 0 0 5 0 0 0 0 0 5 0 0 of Roads FED 0 0 0 11 0 1 0 0 0 11 0 1 I. A. la IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 11 0 2 0 0 0 11 0 2 Total : 0 0 0 41 0 3 0 0 0 41 0 3 Use Existing DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Roads FED 0 0 0 11 0 1 0 0 0 11 0 1 I. A. 1b IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 0 43 0 1 0 0 0 43 0 1 Avoid Long, DNRC 0 0 0 3 0 2 0 0 0 3 0 2 Steep Grades FED 0 0 0 10 0 2 0 0 0 10 0 2 I. A. 3 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 10 0 3 0 0 0 10 0 3 Total : 0 0 0 37 0 7 0 0 0 37 0 7 Avoid High DNRC 0 0 0 2 1 2 0 0 0 2 1 2 Hazard Areas FED 0 0 0 10 0 2 0 0 0 10 0 2 I .A. 4 IND 0 0 0 13 0 1 0 0 0 13 0 1 NIP 0 0 0 11 0 2 0 0 0 11 0 2 Total : 0 0 0 36 1 7 0 0 0 36 1 7 Adequate SMZ DNRC 0 0 0 3 0 2 0 0 0 3 0 2 Planned FED 0 0 0 8 0 4 0 0 0 8 0 4 I .A. 5 IND 0 0 0 12 0 2 0 0 0 12 0 2 NIP 0 0 0 10 0 3 0 0 0 10 0 3 Total : 0 0 0 33 0 11 0 0 0 33 0 11 Minimize # of DNRC 0 0 0 3 0 2 0 0 0 3 0 2 Stream X' ings FED 0 0 0 8 0 4 0 0 0 8 0 4 I .A. 6a IND 0 0 0 12 0 2 0 0 0 12 0 2 NIP 0 0 0 7 0 6 0 0 0 7 0 6 Total : 0 0 0 30 0 14 0 0 0 30 0 14 F-l 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP Practice Choose Stable Stream Crossing Sites I .A. 6b ROAD DESIGN Minimum Design Standards I . B . 2 Vary Grade for Drainage I . B .4 Crossings Properly Sized I . B . 5 ROAD DRAINAGE Adequate Sur- face Drainage I . C . 1 Skew Relief Culverts I . C . 2 APPLICATION EFFECTIVENESS Owner 1 2 3 4 5 NR 1 2 3 4 5 NR DNRC 0 0 0 3 0 2 0 0 0 3 0 2 FED 0 0 0 7 0 5 0 0 0 7 0 5 IND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 0 0 7 0 6 0 0 0 7 0 6 Total : 0 0 0 27 0 17 0 0 0 27 0 17 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 0 11 0 1 0 0 0 11 0 1 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 2 9 0 2 0 0 1 10 0 2 Total : 0 0 2 39 0 3 0 0 1 40 0 3 DNRC 0 0 0 3 0 2 0 0 0 3 0 2 FED 0 0 0 8 0 4 0 0 0 8 0 4 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 1 10 0 2 0 0 1 10 0 2 Total : 0 0 1 35 0 8 0 0 1 35 0 8 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 0 7 0 5 0 0 0 7 0 5 IND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 1 1 5 0 6 0 1 1 15 0 6 Total : 0 1 1 27 0 15 0 1 1 27 0 15 DNRC 0 0 2 3 0 0 0 0 1 4 0 0 FED 0 1 2 9 0 0 0 2 1 9 0 0 IND 0 0 4 10 0 0 0 0 2 12 0 0 NIP 0 0 7 6 0 0 0 0 6 7 0 0 Total : 0 1 15 28 0 0 0 2 10 32 0 0 DNRC 0 0 0 3 0 2 0 0 0 3 0 2 FED 0 0 2 7 0 3 0 0 1 8 0 3 IND 0 0 0 8 0 6 0 0 0 8 0 6 NIP 0 0 3 0 0 10 0 0 2 1 0 10 Total : 0 0 5 18 0 21 0 0 3 20 0 21 F-2 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP APPLICATION EFFECTIVENESS Practice Owner 1 2 3 4 5 NR 1 2 3 4 5 NR Energy Dissip. DNRC 0 0 0 4 0 1 0 0 0 4 0 1 at CMP Outlets FED 0 0 2 9 0 1 0 0 1 10 0 1 I .C.4 I ND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 0 2 7 0 4 0 1 0 8 0 4 Total : 0 0 4 30 0 10 0 1 1 32 0 10 Route Drainage DNRC 0 0 1 4 0 0 0 0 1 4 0 0 Through SMZ FED 0 1 2 9 0 0 0 2 1 9 0 0 I .C.6 IND 0 0 2 11 0 1 0 0 2 11 0 1 NIP 0 1 1 8 0 3 0 2 0 8 0 3 Total : 0 2 6 32 0 4 0 4 4 32 0 4 ROAD CONSTRUCTION Stabi l i ze DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Erodible Soi Is FED 0 0 0 11 0 1 0 0 1 10 0 1 I .D.2 IND 0 0 1 13 0 0 0 0 1 13 0 0 NIP 0 1 2 8 0 2 0 0 3 8 0 2 Total : 0 1 3 37 0 3 0 0 5 36 0 3 Slash Filter DNRC 0 0 0 3 0 2 0 0 0 3 0 2 Windrows FED 0 0 2 6 0 4 0 0 1 7 0 4 I.D.3 IND 0 1 2 8 0 3 0 1 3 7 0 3 NIP 0 2 5 0 0 6 0 4 3 0 0 6 Total : 0 3 9 17 0 15 0 5 7 17 0 15 Slopes at DNRC 0 0 1 4 0 0 0 0 1 4 0 0 Stable Angle FED 0 1 0 9 0 2 0 1 0 9 0 2 I .D.5 IND 0 0 3 11 0 0 0 0 0 14 0 0 NIP 0 2 3 6 0 2 0 2 2 7 0 2 Total : 0 3 7 30 0 4 0 3 3 34 0 4 Clear Veget. DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Before Const. FED 0 0 0 9 0 3 0 0 0 9 0 3 I.D.6 IND 0 0 2 12 0 0 0 0 1 13 0 0 NIP 0 0 2 9 0 2 0 0 2 9 0 2 Total : 0 0 4 35 0 5 0 0 3 36 0 5 F-3 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP Practice Overburden Placement I .D .8 Sediment From Borrow Pits I .D .9 Minimi ze Reconstructi on I . D . 1 0 ROAD MAINTENANCE Grade Roads for Drainage I .E . 1 Erosion Control Functional I.E.2 Avoid Cutting Slope Toe I.E.3 APPLICATION EFFECTIVENESS Owner 1 2 3 4 5 NR 1 2 3 4 5 NR DNRC 0 0 0 3 0 2 0 0 0 3 0 2 FED 0 0 1 7 0 4 0 1 0 7 0 4 I ND 0 0 1 10 0 3 0 0 1 10 0 3 NIP 0 1 0 4 0 8 0 1 0 4 0 8 Total : 0 1 2 24 0 17 0 2 1 24 0 17 DNRC 0 0 0 1 0 4 0 0 0 1 0 4 FED 0 0 0 1 0 11 0 0 0 1 0 11 IND 0 0 0 1 0 13 0 0 0 1 0 13 NIP 0 1 0 3 0 9 0 0 1 3 0 9 Total : 0 1 0 6 0 37 0 0 1 6 0 37 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 0 6 1 5 0 0 0 6 1 5 IND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 0 0 7 0 6 0 0 0 7 0 6 Total : 0 0 0 28 1 15 0 0 0 28 1 15 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 1 11 0 0 0 0 1 11 0 0 IND 0 0 1 13 0 0 0 0 1 13 0 0 NIP 0 0 1 12 0 0 0 0 0 13 0 0 Total : 0 0 3 41 0 0 0 0 2 42 0 0 DNRC 0 0 2 3 0 0 0 0 2 3 0 0 FED 0 0 2 10 0 0 0 0 2 10 0 0 IND 0 0 2 12 0 0 0 0 0 14 0 0 NIP 0 0 4 7 0 2 0 0 2 9 0 2 Total : 0 0 10 32 0 2 0 0 6 36 0 2 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 1 11 0 0 0 0 0 12 0 0 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 1 11 0 1 0 0 1 11 0 1 Total : 0 0 2 41 0 1 0 0 1 42 0 1 F-4 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP APPLICATION EFFECTIVENESS Practice Owner 1 2 3 4 5 NR 1 2 3 4 5 NR Restrict Use DNRC 0 0 1 4 0 0 0 0 0 5 0 0 When Wet FED 0 0 0 12 0 0 0 0 0 12 0 0 I.E.6 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 1 43 0 0 0 0 0 44 0 0 Adequate Drain. DNRC 0 0 0 3 0 2 0 0 0 3 0 2 on Aband. Roads FED 0 0 1 2 2 7 0 0 1 4 0 7 I.E.8 IND 0 0 1 2 0 11 0 0 0 3 0 11 NIP 0 0 0 1 0 12 0 0 0 1 0 12 Total : 0 0 2 8 2 32 0 0 1 11 0 32 HARVEST DESIGN Logging Suits DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Topography FED 0 0 1 11 0 0 0 0 1 11 0 0 II .A. 2 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 1 43 0 0 0 0 1 43 0 0 Skid T rai l DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Design FED 0 0 1 11 0 0 0 0 1 11 0 0 II. A. 5 IND 0 0 2 12 0 0 0 0 1 13 0 0 NIP 0 1 0 12 0 0 0 1 0 12 0 0 Total : 0 1 3 40 0 0 0 1 2 41 0 0 Landing Size DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Location FED 0 0 0 12 0 0 0 0 0 12 0 0 II .A. 6 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 0 44 0 0 0 0 0 44 0 0 OTHER HARVEST ACTIVITY Skid to Min. DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Displacing Soil FED 0 1 0 11 0 0 0 1 0 11 0 0 Il.C.la IND 0 0 0 13 1 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 1 0 42 1 0 0 1 0 43 0 0 F-5 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP Practice Skid to Min. Compacting Soil Il.C.lb Adequate Drain, for Skid T rai Is 1 1 .C.2a Adequate Drain, for Landings 1 1 . C . 2b SITE PREPARATION Brush Blades Used II. D. 2 Scari fy Only to Extent Necessary II. D. 4 Compaction and Di splacement Minimi zed 1 1 . D . 5 APPLICATION EFFECTIVENESS Owner 1 2 3 4 5 NR 1 2 3 4 5 NR DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 0 11 0 1 0 0 0 11 0 1 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 1 11 0 1 0 0 1 11 0 1 Total : 0 0 1 41 0 2 0 0 1 41 0 2 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 1 11 0 0 0 1 0 11 0 0 IND 0 0 2 10 0 2 0 0 1 11 0 2 NIP 0 0 2 11 0 0 0 0 1 12 0 0 Total : 0 0 5 37 0 2 0 1 2 39 0 2 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 0 12 0 0 0 0 0 12 0 0 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 0 44 0 0 0 0 0 44 0 0 DNRC 0 0 0 3 0 2 0 0 0 3 0 2 FED 0 0 0 6 0 6 0 0 0 6 0 6 IND 0 0 0 4 0 10 0 0 0 4 0 10 NIP 0 0 0 9 0 4 0 0 0 9 0 4 Total : 0 0 0 22 0 22 0 0 0 22 0 22 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 1 9 0 2 0 0 0 10 0 2 IND 0 0 0 14 0 0 0 0 0 14 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 1 41 0 2 0 0 0 42 0 2 DNRC 0 0 0 5 0 0 0 0 0 5 0 0 FED 0 0 1 8 0 3 0 0 1 8 0 3 IND 0 0 1 13 0 0 0 0 1 13 0 0 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 2 39 0 3 0 0 2 39 0 3 F-6 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP APPLICATION EFFECTIVENESS Practice Owner 1 2 3 4 5 NR 1 2 3 4 5 NR Dozer Operation DNRC 0 0 0 5 0 0 0 0 0 5 0 0 on Suitable FED 0 0 0 9 0 3 0 0 0 9 0 3 Slopes Only IND 0 0 0 13 0 1 0 0 0 13 0 1 II .D. 6 NIP 0 0 0 11 0 2 0 0 0 11 0 2 Total : 0 0 0 38 0 6 0 0 0 38 0 6 Limit WQ Impact DNRC 0 0 0 5 0 0 0 0 0 5 0 0 of F i re FED 0 0 0 10 0 2 0 0 0 10 0 2 II. D. 9 IND 0 0 2 11 0 1 0 0 1 12 0 1 NIP 0 0 2 11 0 0 0 0 0 13 0 0 Total : 0 0 4 37 0 3 0 0 1 40 0 3 STREAM CROSSINGS Proper Permit DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Obtained FED 0 0 0 7 0 5 0 0 0 7 0 5 III .A.1 IND 0 0 0 7 0 7 0 0 0 7 0 7 NIP 0 0 0 7 0 6 0 0 0 7 0 6 Total : 0 0 0 26 0 18 0 0 0 26 0 18 STREAM XING DESIGN Cross Stream DNRC 0 0 0 5 0 0 0 0 0 5 0 0 at Right Angle FED 0 0 0 7 0 5 0 0 0 7 0 5 III .B. la IND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 0 0 7 0 6 0 0 0 7 0 6 Total : 0 0 0 29 0 15 0 0 0 29 0 15 Reduce Concen. DNRC 0 0 1 4 0 0 0 0 0 5 0 0 of Runoff FED 0 0 3 4 0 5 0 1 2 4 0 5 III. B. 1b IND 0 0 2 8 0 4 0 0 1 9 0 4 NIP 0 3 2 2 0 6 0 2 2 3 0 6 Total : 0 3 8 18 0 15 0 3 5 21 0 15 Avoid Unimproved DNRC 0 0 0 5 0 0 0 0 0 5 0 0 Crossings FED 0 0 0 7 0 5 0 0 0 7 0 5 III .B.2 IND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 0 0 8 0 5 0 0 0 8 0 5 Total : 0 0 0 30 0 14 0 0 0 30 0 14 F-7 1996 BMP RATINGS BY PRACTICE AND OWNERSHIP GROUP APPLICATION EFFECTIVENESS Practice Owner 1 2 3 4 5 NR 1 2 3 4 5 NR STREAM XING INSTALLATION Min. Channel DNRC 0 0 0 4 1 0 0 0 0 5 0 0 Disturbance FED 0 0 0 6 0 6 0 0 0 6 0 6 III.C.1 IND 0 0 0 10 0 4 0 0 0 10 0 4 NIP 0 1 0 15 1 6 0 1 0 5 1 6 Total : 0 1 0 25 2 16 0 1 0 26 1 16 Culverts Conform DNRC 0 0 0 5 0 0 0 0 0 5 0 0 to Streambed FED 0 1 0 5 0 6 0 0 1 5 0 6 Slope IND 0 0 0 10 0 4 0 0 0 10 0 4 III.C.2 NIP 0 0 1 4 0 8 0 0 1 4 0 8 Total : 0 1 1 24 0 18 0 0 2 24 0 18 Prevent Fill DNRC 0 0 0 4 0 1 0 0 0 4 0 1 Erosion FED 0 0 3 3 0 6 0 1 2 3 0 6 III.C.3 IND 0 0 2 7 0 5 0 0 1 8 0 5 NIP 0 3 1 3 0 6 0 3 1 3 0 6 Total : 0 3 6 17 0 18 0 4 4 18 0 18 Adequate Cover DNRC 0 0 0 3 0 2 0 0 0 3 0 2 for Culverts FED 0 0 0 6 0 6 0 0 0 6 0 6 III.C.5 IND 0 0 0 9 0 5 0 0 0 9 0 5 NIP 0 1 0 4 0 8 0 0 1 4 0 8 Total : 0 1 0 22 0 21 0 0 1 22 0 21 HAZARDOUS SUBSTANCES Proper Storage DNRC 0 0 0 5 0 0 0 0 0 5 0 0 and Disposal FED 0 0 0 14 0 0 0 0 0 14 0 0 V.A.2 IND 0 0 0 13 0 1 0 0 0 13 0 1 NIP 0 0 0 13 0 0 0 0 0 13 0 0 Total : 0 0 0 45 0 1 0 0 0 45 0 1 GRAND TOTALS: 0 24 109 1501 7 427 0 29 72 1537 3 427 F-8