KRIS Information System

Area	Mainstem
Topic	Sediment: Road-Related Erosion Sources by Volume in Mill Cr 1998-99

Caption: The Source Table sediment_road_mill_mcrcdpwa_1998.db shows potential future sources of road-relation erosion in Mill Creek, based on phase 1 road survey data collected during 1998. Data were provided by the Mendocino County Resource Conservation District (1998). See Info Links for more information, including a full key to column headings.

50 rows of a possible 167 have been displayed.

Site__ GPS_coord Watershed CALWAA Photo Road_System Road Mileage Inspector Date Year_Built Surface Sketch_ Road_class Treat_ Maintained_ Abandoned_ Decomissioned_ Driveable_ Upgrade_ Decomission_ Maintenance_ Problem Location_of_problem Average_road_width Road_related_ Harvest__history Geomorphic_association road_fill_failure_ landing_fill_failure_ cutbank_slide_ deep_slow_landslide_ hillslope_debris_slide streamside_slide_ Did_slide_torrent_ Slope_shape Slope__ distance_to_stream__ft already_failed_ potential_failure_ Culvert Bridge Humboldt Fill Ford Armored_fill Washed_out Pulled_crossing __Pulled Left_ditch_road__lengt Right_ditch_road_lengt Pipe_diameter__in_ Inlet Outlet Bottom Headwall_height__in_ Cmp_slope_ Stream_class Rustline_at_inlet__in_ CMP_appears_undersized __washed_out Diversion_Potential_ Currently_diverted_ Diverted_in_past__ Road_Grade_ Culvert_plug_potential Channel_grade_ Channel_width__ft_ Channel_depth__ft_ Sediment_Transport Drainage_Area Now Bankful Now_width Now_depth BF_width BF_depth 50_Yr_Q__cfs_ 100_Yr_Q__cfs_ Erosion_Potential Potential_for_extreme_ Volume_of_extreme_eros Age_of_past_erosion__d Road_surface__ditch__f Gullied_fillslope Fill_failure Cutbank_failure Hillslope_failure Streambank_and_channel Stream_crossing_failur Total_Past_Erosion__yd Past_delivery_ Total_Past_Yield__yds3 Future_Erosion__yds3_ Future_delivery_ Future_width__ft_ Future_depth__ft_ Future_length__ft_ Future_Yield__yds3_ Comment_on_Problem Immediacy Rating_ Complexity Sq_Ft_Mulched Excavate_Soil Install_critical_dip Install_wet_crossing sill_hgt__ft_ sill_width__ft_ Add_trash_rack Add_downspout DS_length__ft_ Repair_culvert Clean_culvert Install_culvert_at_cro Replace_culvert_at_cro culvert_diameter__in_ culvert_length__ft_ Reconstruct_fill Armor_fill_face _ft2_ Clean_or_cut_ditch Ditch__ft_ Outslope_road OS__ft_ OS_and_retain_ditch OS___retain_ditch___ft Inslope_road IS__ft_ Rolling_dips RD____ Remove_Berm RB__ft_ Remove_Ditch Ditch_length__ft_ Rock_surface RS__ft_ Install_ditch_relief_c DRC____ Check_culvert_size Calculated_culvert_siz Calculated_culvert_siz_1 Install_flared_inlet Install_bridge Other_treatment None PL_solution why_ Total_volume_excavated Volume_put_back_in__yd Volume_removed__yds_ Volume_stockpiled__yds Volume_endhauled__yds_ Distance_endhauled__ft Excavator_production_r Excavator Dozer Dump_truck Grader Loader Backhoe Labor Other Comment_on_treatment

109 - Mill Creek 0 2-159 Holmes Holmes 0 TK,MM 9/22/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Lower 30 TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 300 0 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 2 0 0 0 0 0 2 100 2 2 100 2 1 25 2 DRC drains 300' of left ditch. Inlet is partially crushed and plugged. 30' full round downspout deposits water on old road below. Then water gullies across road and down slope 25' to Mill Creek below, 3x1x40. It may have caused fill failure, of old ro L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE TRUE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 300 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1. Remove berm for 300' by sidecasting. 2. Clean DRC inlet and outlet- hand shovel would do.

31 - Mill Creek 0 8-156 Nash-Mill Nash-Mill 0 TK,NC 9/11/98 14 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Upper 25 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1480 0 15 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1480' road length with two 15" DRC's located at 519' and 949' multiple berms and insloped road collect water. DRC's do not deliver sediment to stream. One ephemeral draw with no signs of recent activity located at 900'. Easy to install rolling dips in L 0 - 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 6 TRUE 1480 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Remove berm 2- Install 6 rolling dips -install one below ephemeral draw -leave 2 DRC's in place with short segments of ditch and install rolling dips along remainder of road

32 - Mill Creek 0 8-156 Nash Mill 1 Little Mill Creek 0 MM,BL 9/11/98 2 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE TRUE TRUE Ditch relief culvert Upper 16 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 2600 0 12 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2600' of maintained driveable road with IBD and outboard berm throughout. No delivery in this site, however to help eliminate unnecessary maintenance the berm should be removed on OBR and rolling dips should be installed in natural swales. Sidecasting b ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 7 TRUE 2000 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Remove berm along 2000' of road. - berm is intermittent. 2- Install 7 rolling dips spaced approx. 300' apart. -Install dips in natural swale where possible and spaced throughout existing DRC's to maximize water draining efficiency.

132 - Mill Creek 0 2-161 Holmes Holmes 0 MM,RL 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Upper 20 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 519 210 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 L 0 0 0 M 0 0 0 0 0 0 0 0 0 M FALSE - - 0 30 0 0 0 0 0 30 100 30 15 100 2 1 200 15 519' of IBD to left and 210' of IBD to right feed into 18" DRC IRON). Small gully caused by 5' shotgun outlet assumed to deliver to Class 3 stream below. ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 2 TRUE 320 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Retain DRC and place rolling dip at this site. 2. Remove berm and sidecast with spoil for 165' to right and 152' left of site. 3. Place rolling dip 165' right of site.

131 - Mill Creek 0 2-161 Holmes Holmes 0 MM,RL 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Upper 20 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 1107 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ridge top road, no delivery, or much signs of erosion. One 18" DRC, in swale, with an almost plugged outlet. Part of road can be outsloped, but the majority of its distance is too level. L 0 - 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope road through swale approx. 230'. 2. Install 3 rolling dips. One 30' left of old DRC location, the other two at outslope break locations. No treatment for the rest of the reach.

126 - Mill Creek 0 2-161 Holmes Holmes 0 MM,TK 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 25 TRUE - IG FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 540 100 24 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 0 31 0 0 0 0 0 31 100 31 31 100 3 1 220 31 540' left ditch, 100' of right ditch, and 200' of concentrated skid trail gully. Skid trail needs to be looked at, may have small stream diversions. It needs waterbars. It has potential to scour deeper. a few gullies, come off cutbank to left. DRC gu M 0 L 0 FALSE FALSE - 0 0 FALSE TRUE 20 FALSE FALSE FALSE FALSE - - FALSE - 0 FALSE 0 TRUE 640 FALSE 0 FALSE 0 TRUE 2 FALSE 0 FALSE 0 FALSE 0 TRUE 2 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1. Outslope road 540' to left and 100' right of DRC. 2. install 2 rolling dips, just below gullies, one 110' to left of DRC and one 290' up left from DRC. 3. Replace old downspout with new 24", 20' long. 4. Keep inlet open for DRC, make sure gully 1

125 - Mill Creek 0 2-161 Holmes Holmes 0 TK,MM 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle - TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 287 18 P O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 0 154 0 0 0 0 0 154 100 154 39 100 4 1 260 39 287' of road runoff and 200' of driveway runoff exit ditch via 18" DRC. Below DRC erosion approx. 260' to class 3 stream (deep gully 154yds3). Gully evident of one time event, therefore low immediacy. Need to access driveway runoff 200'. Seems excessi L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 180 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope road for 180' by filling ditch with berm. leave ditch open below driveway to receive driveway runoff. 2. Clean inlet of DRC.

122 - Mill Creek 0 2-161 Holmes Holmes 0 MM,TK 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 26 TRUE - ST FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 418 0 24 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 HM FALSE - - 0 151 0 0 0 0 0 151 100 151 30 0 4 1 200 0 Not a natural stream. Small 6-10" DRC, from private road above, causes gully which begins above DRC on Smith Hill Road. At DRC outlet there are 7' sink holes. Beyond that approx. 40', a 4*5 gully continues through glade. There is a broad swale here, bu M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE - - FALSE - 0 FALSE 0 FALSE 0 TRUE 418 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope road from Site #121 to #122 by sidecasting berm.(small section of through-cut. 2. Install new 18" DRC 50' long approx. 150' up from DRC, at edge of through-cut.

121 - Mill Creek 0 2-161 Holmes Holmes 0 RL,ST 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 25 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 423 0 18 O O R 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 H FALSE - - 0 82 0 0 0 0 0 82 100 82 77 100 2 1 230 77 423' of IBD feeds to 18" rusted, crushed inlet. 260' of gully originating on spur road feeds into ditch and creates gully, and outlet erosion. This delivers to class 3 stream below. Future erosion was calculated by estimating future gully erosion. Act H 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 350 FALSE 0 FALSE 0 TRUE 1 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope 350' of road; use berm to fill ditch. 2. Install 1 rolling dip , as shown on map. 3. Replace old DRC with new 18" x 40' long DRC. 4. Obliterate/outslope abandoned roads, see sketch. est. 1 day with dozer or excavator.

120 - Mill Creek 0 2-161 Holmes Holmes 0 TK,MM 9/22/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 22 TRUE - HD FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1019 0 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 6 0 0 0 0 0 6 100 6 6 100 2 1 80 6 1019' reach length, 18" DRC's located at 520' and 1019'. At 1019' gully at 18" DRC erodes hillslope 80' to class 3 stream. DRC's are in good shape. Berm is small, 1-2' wide 6" tall. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE TRUE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 1019 FALSE 0 FALSE 0 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.Outslope road for 1019';remove berm filling ditch. 2. Install 3 rolling dips, 2 by current DRC's , leave DRC's. 3. Clean CMP (DRC) at 520'.

116 - Mill Creek 0 2-161 Holmes Holmes 0 RL,ST 9/22/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 23 TRUE - IG FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 928 0 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 6 0 0 0 0 0 6 100 6 7 100 2 1 100 7 928' reach of road with 2 DRC's. Site # 116 DRC has past erosion with delivery. This is due to extended ditch length. There are several small OBF failures that did not deliver. Cracks along 258' of outer section of road indicate a future slide with po L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 627 FALSE 0 FALSE 0 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope and remove berm for a total of 627', see sketch, fill IBD with berm spoil. 2. Retain DRC, and add 1 rolling dip. 3. Place two more dips as shown on sketch.

50 - Mill Creek 0 8-156 Nash-Mill Nash-Mill 0 CN TK 9/14/98 2 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 15 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 640 56 16 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 10 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 3 0 0 0 0 0 3 100 3 0 0 0 0 0 0 DRC drains 700' of IBD to Class 3 stream. 3 yds3 past erosion around outlet. Site not flagged due to owners request. Road averages 5-12 % grade, and is insloped with berm. ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 600 FALSE 0 FALSE 0 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Install 3 rolling dips on 640' of left approach. Put spoils in IBD, and outslope. Be sure to leave trees on OBR when removing berm/ outsloping road with hoe. Berm is intermittent and smaller than usual.

111 - Mill Creek 0 2-159 Holmes Holmes 0 RL,ST 9/22/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Lower 25 TRUE - IG FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1248 0 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 0 5 0 0 0 0 0 5 100 5 2 100 2 1 30 2 1248' reach of road with 3 DRC's. DRC at site #111 has 15' shotgun outlet with minor amounts of outlet erosion, that delivered to a Class 1 50' below. Road grade varies from 0-5% on this reach. There is a small berm at OBR along length of reach. sever L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 TRUE 500 TRUE 750 FALSE 0 FALSE 0 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope road, use berm to fill ditch, for 750' where not cleaning ditches for springs. 2. Retain DRC's and improve ditch (est. 500') to capture cutbank seeps and springs, adjacent to DRC's.

52 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 MM ST 9/14/98 0 Native FALSE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 20 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 150 190 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Multiple DRC's channel flow to CMP which drains onto large flat below the road. Not a problem. Any diversion will flow across road and deliver to large flat bench below. Not flagged due to request of property owner. Reference sign = small plate with 1 L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 240 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 sidecast berm 240'.

29 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 MM,BL 9/10/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 30 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 960 15 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 HM FALSE - - 0 0 0 0 0 0 0 125 100 125 0 0 0 0 0 0 DRC- drains 960' of road from intersection. Active gulling is delivering to Stump Hollow, creating larger gully in flat.(see sketch). Road is wide here and has multiple gullies coming from unstable area above cutbank. Large gullies also parallel along ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 400 TRUE 560 FALSE 0 TRUE 5 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Outslope road for 960' from DRC to junction. -sidecast 560' -fill ditch 400' -outsloping road will require removal and relocation of fence along OBR. 2- Install 5 rolling dips

105 - Mill Creek 0 2-159 Holmes Holmes 0 MM,TK 9/22/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 27 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1560 0 18 O O O - 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1556 of left ditch drains to 3 18" DRC's. No erosion delivers below CMP, telephone lines for entire distance. Road gradient 3-10%. Cutbanks appear very dry. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE TRUE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 TRUE 820 FALSE 0 TRUE 4 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1. Install 1 rolling dip at 293' from road junction. 2. Install 3 rolling dips on lower 1116' of road, not connected to ditch. 3. Outslope road, sidecasting berm between 440' to 1260', =820'. 4. Clean an retain 3 DRC's to drain ditch water.

55 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 TK MM 9/14/98 3 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 16 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 195 150 8 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 3 0 0 0 0 0 3 0 0 0 0 0 0 0 0 8" steel DRC with 195' left and 150' right road drainage. Minor erosion below shotgun outlet. No delivery. 8" DRC has low potential to plug and road grade leading to DRC are less than 4%. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 340 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Outslope road by removing berm and filling ditch.

104 - Mill Creek 0 2-161 Holmes Holmes 0 MM,TK 9/22/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 30 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1536 240 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 10 19 0 0 0 0 0 29 0 0 22 0 1 1 600 0 1536' of left ditch/road surface and 240' of right ditch drains to 18" DRC with no delivery. One large gully heads off road (see sketch), but delivery unlikely. Wide road here, slightly outsloped, with small ditch and berm. Sidecasting is OK, but need ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 740 FALSE 0 FALSE 0 TRUE 4 TRUE 1037 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Outslope road from site#103 to #104, except for 417' of ridge flat (remove berm only). 2. Install 4 rolling dips to left and 1 above break, 1 in ridge area, and 2 below driveway 1800, before DRC. 3. Outslope right approach for 240'. 4. On steep

98 - Mill Creek 0 8-154 Nash-Mill Nash-Mill - MM,TK 9/21/98 3 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 22 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 720 0 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 13 3 0 0 0 0 0 16 0 0 13 0 0 0 0 0 720' of left ditch drains to 18" steel DRC. Road grade is between 10-15%. Minor ditch, and outlet erosion, does not deliver. Two small swales in reach, neither have channel characteristics above or below road, so rolling dips will handle any flow from L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. install 3 rolling dips up from DRC, including one above gate. Install 1 rolling dip below DRC. 2. Leave DRC as is.

95 - Mill Creek 0 8-154 Nash Mill 1 Scott Holmstead 0 MM,RL 9/21/98 2 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Upper 20 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 364 1940 12 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12" DRC drains 364' of left ditch and 1940' of right ditch, and road surface. Average road grade is 8%, with 20' width. No delivery from DRC, except possibly to pond. 12" seems OK. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 TRUE 100 TRUE 1000 FALSE 0 TRUE 100 TRUE 4 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No treatment for first 1000' of road. 1. Install 3 rolling dips up road to right, and one to left 150', leading to old drainage ditch. 2. Clean ditch for 100' to left of DRC, and enhance insloped road for the same 100' section.

61 - Mill Creek 0 8-154 Nash Mill 1 Main Road 0 TK CN 9/15/98 20 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Lower 35 TRUE - IG FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 2300 0 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 36 333 0 0 0 0 0 369 100 369 91 100 5 1 300 91 2300' of left ditch drain into 18" DRC. Gully below outlet (5x6x300)=333 yds3. Future erosion = 5x1x300 gully at outlet + 1x.5x1950 road & ditch erosion. Average road grade in reach is 4 to 8%. M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 TRUE 30 TRUE 765 FALSE 0 FALSE 0 TRUE 8 TRUE 1535 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Outslope upper 640' and lower 125' of left approach. Sidecast berm for remaining 1534'. Install 8 rolling dips. Clear IBD for 30', 1240' from site on left approach through cutbank slide. Check IBD through reach where not outsloping.

66 - Mill Creek 0 2-159 Nash-Mill Nash-Mill 0 MM,ST 9/15/98 2 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 35 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 330 0 12 R R R 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Swale has been blocked to for pond, with overflow pipe to right. Pipe is 12" old and rusted, with 2' drop inlet. No channel found in swale below, and minor gully from outlet does not deliver. Pipe should be moved to swale, and old DRC is in bad conditio ML 0 L 0 FALSE FALSE - 0 0 FALSE TRUE 20 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 Install new 18" CMP up road 60' from old 12" DRC. Block off ditch to old DRC. Place new CMP at appropriate depth to drain pond with out overflow. Add 20' downspout. Install 1 rolling dip between new CMP and private road - see sketch.

89 - Mill Creek 0 2-161 Holmes Holmes 0 CN,ST 9/17/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 40 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 2449 0 20 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 0 15 0 0 0 0 0 15 100 15 0 0 0 0 0 0 Gully below DRC outlet delivers 15 yds3 to headwaters of class 3 stream. 400' of ditch drains into DRC from left.28' downspout on DRC is approximately 10' too short and is the primary reason for gully. E.P. moderate since gully will continue. DRC's at ML 0 L 0 FALSE FALSE - 0 0 FALSE TRUE 10 FALSE TRUE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 1000 FALSE 0 FALSE 0 TRUE 5 TRUE 1000 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1. Add 10' downspout to existing 28' downspout. 2. Enlarge inlet area. 3. Install 5 rolling dips over 2429' of road on left approach to Site, connect to IBD. 4.Outslope approximately 1000' of road where possible.

69 - Mill Creek 0 2-159 Nash-Mill Nash-Mill 0 MM, 9/16/98 34 Rocked TRUE 0 FALSE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Lower 35 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 290 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 290' of road drains to Highway 128 drainage system, through 18" DRC. Road is slightly through-cut, and IBD is down to bedrock. No treatment needed. Some delivery may happen through 128 drains, but it is negligible. May want to de-water private road. - 0 - 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE TRUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 No Treatment

70 - Mill Creek 0 8-154 Hungry Hollow Hungry Hollow 0 CN,ST 9/16/98 7 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 28 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1950 300 12 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 36 15 0 0 0 0 0 51 100 51 50 100 0 0 0 50 2250' of IBD drains to 12" DRC, 2 x 2 x at least 100' gully at outlet, assumed delivery. Rills along road for most of it's length. Cutbanks mainly low and exhibit few springs. Most of road grades less than 12%, and lots of gentle road reaches for roll ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 1700 FALSE 0 FALSE 0 TRUE 7 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 Outslope 1700' of road, intermittently-see sketch. Install 7 rolling dips. Replace old 12" DRC around location B, with new 18" DRC, place outlet so it does not shotgun.

71 - Mill Creek 0 8-154 Hungry Hollow Hungry Hollow 0 TK ,MM 9/16/98 19 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 25 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 610 130 12 P O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 720' of road at 12 % grade leads to 12" DRC. DRC is plugged. A gully from outlet, erodes fillslope and deposits on skid. No delivery. 133' from right leads to 12" DRC. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 720 FALSE 0 FALSE 0 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Outslope 610' left of 12" DRC, and 130 to right. Berm is intermittent, some large redwoods (don't remove), road width 25'. Install 3 rolling dips, one at DRC - remove DRC.

73 - Mill Creek - 8-154 Hungry Hollow Hungry Hollow 0 CN,ST 9/16/98 2 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Middle 27 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1030 70 15 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 0 97 0 0 0 0 0 97 100 97 50 100 0 0 0 50 15" DR-CMP fed by 450' of IBD from left and 70' of IBD from right. DR-cmp flows onto flat meadow. 100' to start of (5X3X175) gully which delivers to class 3 stream below. At beginning of reach ditches flow on both sides of road, with right ditch draini M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 500 FALSE 0 FALSE 0 TRUE 4 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 1. Install 2 rolling dips on upper 600' of reach to break up ditch flow above large flats. 2. Replace 15" DR-cmp with rolling dip. ensuring dip captures all ditch flow. 3. Install 1 rolling dip between big flats and DR-cmp to lessen scour in ditch a

84 - Mill Creek 0 2-233 Hungry Hollow Hungry Hollow Mile 2 0 TK,MM 9/17/98 7 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Lower 20 TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 590 130 8 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 16 100 16 5 100 0 0 0 5 Gullies from road above scour hillslope to lower road and exit road via road surface, and 8" plastic pipe. Water ponding on road surface at pipe. Road width 12-35' wide, average 20'. Road gradient 2-7%. ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 TRUE 100 TRUE 590 FALSE 0 TRUE 100 TRUE 2 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Replace old 8" pipe with new 18" DRC. 2. Inslope road and clean ditch 100' of right approach, connect to gully. Install 2 rolling dips on left approach. 3. Outslope 590' of left approach.

81.0999984741211 - Mill Creek 0 2-233 Hungry Hollow Hungry Hollow Mile 2 0 CN, ST 9/17/98 1 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Streamside 18 TRUE - ST FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 0 12 P O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 H 0 0 0 - 0 0 0 0 0 0 0 0 0 H FALSE - - 0 0 0 0 15 0 0 15 20 3 15 20 0 0 0 3 Seep feeds into 12" plugged DRC. Horsetail and other water type plants above seep on hillslope. Flow emerges 10' back from top of cutbank, then goes subsurface, reemerging in the face of cutbank. 12" DRC is plugged with fine sediment, and seep is curre ML 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE - - FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 1 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. Replace old 12" DRC, with oversized 24" DRC, to avoid plugging. 30' long.

26 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 MM,BL 9/10/98 7 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Lower 26 TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 1125 0 12 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 0 20 0 0 0 0 0 20 100 20 6 100 2 2 40 6 1125' of road surface runoff flows down IBD into 12" DRC at road junction between main road and private road. Road grade is approx. 6-10% throughout reach. Water exits DRC and gullies down fillslope and delivers. Most of the flow through DRC comes from HM 0 L 0 TRUE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 500 TRUE 600 FALSE 0 TRUE 6 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 3 0 3 3 0 0 0 0 0 0 0 0 1 0 0 1- Install 6 rolling dips 2- Excavate fill failure at DRC outboard fill 3yd3 (6*1*12)

17 - Mill Creek 0 2-235 Nash-Mill Nash-Mill 0 BL,NC 9/10/98 1 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Upper 28 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 350 3340 24 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 186 60 0 0 0 0 0 246 100 246 0 0 0 0 0 0 3340' of road surface runoff from the right and 350' of road surface runoff from the left exit IBD at 24" DRC. Gullying begins at outlet and extends 400' to Class 2 stream below. Road grade from left approx. 4%, grade from right 6%. 350' up road from r HM 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 1800 TRUE 1700 FALSE 0 TRUE 16 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install 16 rolling dips along 3340' of road at 300' intervals along entire length of right approach - place dips in natural swales where possible - install one rolling dip 200' up left approaching road.

15 - Mill Creek 0 2-235 Nash-Mill Nash-Mill 0 MM,TK 9/9/98 11 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Upper 24 TRUE - HD FALSE FALSE FALSE FALSE FALSE FALSE FALSE - - - FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 350 950 18 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 12 138 194 0 0 0 0 344 37 128 89 0 30 4 20 0 Old road, approx. 200' above main road, failed and torrented down to main road. Most sediment deposited on road and above. Some flow and sediment went down road to left 660' to 18" DRC in next swale, where it eventually delivered, about 5% to a class 3 M 0 L 0 FALSE FALSE - 0 0 FALSE TRUE 40 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 950 FALSE 0 FALSE 0 TRUE 5 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1- Install a total of 5 rolling dips. -Install rolling dip to left of torrent track. 3- Add 40' downspout to 18" DRC. 4- Outslope 950'- use bem to fill ditch

13 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 TK,BL 9/9/98 8 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Middle 26 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 325 3050 15 O O O 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Maintenance sheet for 2950' of road lead to 18" DRC. DRC gullies down skidded draw for 800' to a 15" DRC. No stream below 15" DRC. Not a site. Road grade average 5-8%, much of road is flat and has smaller berms than normal. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 2500 FALSE - FALSE 0 TRUE 15 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install 15 rolling dips. 2- Outslope road for 2500' 3- Remove berm and fill ditch.

9 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 BL,TK 9/9/98 24 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Lower 20 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 2650 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 22 0 0 0 0 0 22 5 1 0 0 0 0 0 0 2650' of road surface run off flows down IBD, through a 18" DRC, causing 150' of gullying that delivers approx. 5% to Mill Creek (class 1 stream). Road surface run off needs to be broken up throughout 2650' stretch. Eroded ditch material deposits before M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 2300 FALSE - FALSE 0 FALSE 10 TRUE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install rolling dips every 300' throughout 2650' stretch starting from site #8 - 10 dips, remove berm mostly pulling back and filling ditch, sidecasting berm in most locatons.

155 - Mill Creek 0 2-161 Bates Bates 0 RL,MM 9/24/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Upper 15 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 670 0 18 P P O 0 0 0 0 - 0 FALSE FALSE FALSE 0 H 0 0 0 L 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plugged 18" DR-CMP needs to be cleaned out. 670' of left road approach is mildly outsloped with no IBD. A small berm exists on several short stretches. DR-CMP is crushed and plugged at inlet. L 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 400 FALSE 0 FALSE 0 TRUE 2 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Enhance already mildly outsloped left approach up road past house driveway for 250' 2. Add one rolling dip approx. 70' up road past driveway. 3. Clean crushed plugged 18" DR-CMP 4. Sidecast berm on left reach.

20 - Mill Creek 0 2-235 Nash-Mill Nash-Mill 0 BL,TK 9/10/98 11 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Ditch relief culvert Upper - TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 480 12 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 480' of crowned road surface runoff flows to 12" DRC. No delivery, maintenance site. Road grade 14% into road junction at DRC. Because road grade is steep and DRC is functioning without delivery, no need for dip at road junction. Rolling dip from site M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 TRUE 480 FALSE 0 TRUE 2 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install 1 rolling dip at bend in road approx. 200' up from DRC.

2 - Mill Creek 0 8-154 Nash Mill 1 Big Meadow 0 MM,BL 9/9/98 18 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Ditch relief culvert Upper 12 TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 690 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 H FALSE - - 11 119 0 0 0 10 0 155 97 150 30 100 4 2 100 30 Road surface runoff from Site #1 gullies along IBR around road bend, through swale, enters 18" DRC and delivers to a ephemeral draw (total length 654'). The entire length of road has a large berm along OBR which is keeping all surface runoff on road surf H 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 500 FALSE - FALSE 0 TRUE 4 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install rolling dip 150' down road from site #1 before bend in road. 2- Outslope road along 300' of road through swale, (150' on either side of swale). 3- Install rolling dips 100' before swale, at swale, and 100' below swale 50' above existing DR

6 - Mill Creek 0 8-154 Nash Mill 1 Big Meadow 0 NC,TK 9/9/98 18 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Upper 23 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 480 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 HM FALSE - - 9 11 0 0 0 0 0 20 100 20 13 100 1 0.5 680 13 480' of ditch feeds gully (1.5*1*200)= 11yd3. Gully reaches stream below switchback. Ditch erosion (1*.5*480)= 9yd3 Road is steep averaging 16%. M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 400 FALSE - FALSE 0 TRUE 1 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Install rolling dip 150'-200' to left of switchback.

8 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 NC,TK 9/9/98 20 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE FALSE FALSE TRUE Gully Middle 20 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 900 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 0 19 0 0 0 0 0 19 0 0 0 0 0 0 0 0 Road grade ranges 5%- 10% and averages 20' width. 900' of road surface flow and ditch flow exit road via ditch causing erosion for 500' to a private road. Here they have installed an 18" DRC. No observation were made beyond this point. DRC is unnecess M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 800 FALSE - FALSE 0 TRUE 4 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install 3 rolling dips for 800'. 2- Remove berm/ fill ditch. 3- Outslope road.

3 - Mill Creek 0 8-154 Nash Mill 1 Big Meadow 0 TK,NC 9/9/98 15 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Upper 12 TRUE - BIS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 955 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M TRUE - - 0 815 0 0 0 0 0 815 100 815 204 100 5 1 1100 204 Road surface runoff for 955' exits road via inboard ditch causing large gully to Mill Creek (5*4*1100)= 815yd3. Distance scaled off of photo. Road gradient leading to gully 7% for 955'. Prescription will disconnect excess water in ditch beyond this sit M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 800 FALSE - FALSE 0 TRUE 6 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install 6 rolling dips for 955'. 2- Remove berm outslope road and fill ditch for 800'.

64 - Mill Creek 0 2-159 Nash Mill 1 Main Road 0 MM,CN,ST 9/15/98 5 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Middle 35 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 850 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 16 196 0 0 0 0 0 212 10 212 0 0 0 0 0 0 Gully from 850' IBD going under cattle guard (5X5X200) = 185 yds3 past erosion. Gully at OBR 650' from start of site, that drains 830' of OBR ditch. Erosion potential and immediacy moderate because most of the erosion has all ready occurred. The 5 x 5 M 0 L 0 FALSE FALSE - 0 0 FALSE TRUE 40 FALSE FALSE TRUE FALSE 24 60 FALSE - 0 FALSE 0 TRUE 650 FALSE 0 TRUE 200 TRUE 3 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 155 155 0 0 0 0 70 5 5 0 0 0 0 5 0 NOTE: High voltage line at OBR. Install 24" CMP in axis of swale with 40' downspout to near base of fill. Define channel to CMP inlet. Outslope road using berm material for first 650' (upper reach). Install 3 rolling dips. Improve inslope and maintai

40 - Mill Creek 0 8-156 Nash Mill 1 Little Mill Creek 0 TK,MM 9/11/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Middle - TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 100 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 ML FALSE - - 2 0 0 0 0 0 0 2 100 2 2 100 10 0.100000001490116 40 2 Ephemeral gully flows off 10' cutbank onto inner gorge road adjacent to Lil' Mill Creek. Road surface erosion is minimal but extends for 40' and exits road over fillslope. Currently, dully is dry and shows signs of activity only in record intensities. L 0 L 0 TRUE FALSE Armored fill 3 20 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 TRUE 300 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 25 0 25 25 0 0 80 2 2 1 0 0 0 0 0 1- Install 3' deep armored sill at mouth of gully plus haul 10yd3 of coarse rock .5 to 1' diameter to armor axis of dip. Build sill which doesn't shrink Little Mill cross sectional area. Roack road through crossing & on approaches with road rock.

11 - Mill Creek 0 8-154 Nash Mill 1 Big Meadow 0 TK,BL 9/9/98 19 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Upper 16 TRUE - Other FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 1430 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 118 18 0 0 0 0 0 136 80 109 60 80 1 1 1600 47 Road and ditch erosion for 1600' exits road via waterbar. Slope gullies for 200' to headwall swale of a class 3 stream. Road at 5-12% gradient. Along 1600' water exits road but does not deliver. At 500' plugged culvert in a driveway acts as a ditch. M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 1100 FALSE - FALSE 0 TRUE 8 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Install 8 rolling dips. 2- Remove berm at intermittent locations - fill ditch. 3- outslope road. 4- Maintain culvert at driveway crossing.

136 - Mill Creek 0 2-161 Bates Bates 0 MM.TK 9/23/98 0 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Middle 18 TRUE - ST FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE TRUE FALSE FALSE FALSE FALSE 0 240 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 45 2 0.5 ML 0 0 0 0 0 0 0 0 0 HM FALSE - - 0 9 0 0 0 0 0 9 100 9 9 100 3 1 80 9 Gully from bend in road above, should be treated above with rolling dips and outsloping (see site #140). Gully continues off OBF to Class 3 stream. 295' of road/ ditch from left drains to this site, and goes across road at low point. Road is almost fla M 0 L 0 TRUE FALSE Armored fill 4 30 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 240 FALSE 0 FALSE 0 TRUE 1 FALSE 0 FALSE 0 TRUE 760 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 10 0 10 10 0 0 75 2 2 1 0 0 0 0 0 1. Enhance outsloping. Excavate some OBF. 2. Install one rolling dip at low point 150' up left from site. 3. Install a broad armored rolling dip through road at gullies with low sill wall. Estimate 30' wide by 3' high * 1' diameter rock = 10 yds of

28 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 MM,BL 9/10/98 21 Rocked TRUE 0 FALSE TRUE FALSE FALSE TRUE FALSE FALSE FALSE Gully Lower - TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 HM FALSE - - 0 0 0 0 0 0 0 4 100 4 83 20 30 3 25 17 Gully coming down old skid roads, delivers through culvert to site #27 crossing. Origin of gully was not checked because its private property. Cutbank will continue to fail due to gully above, ask owners about treatment above road. (30*3*20)= 67yd3 wit - 0 - 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -

45 - Mill Creek 0 8-156 Nash Mill 1 Little Mill Creek 0 CN,TK 9/14/98 13 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Middle - TRUE - SW FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 225 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 M FALSE - - 0 9 0 0 0 0 0 9 100 9 9 100 1 1 250 9 Fill crossing over ephemeral draw. Small gully scours through fillslope and hillslope below. 9yd3 past erosion. Gully is a result of concentrated flow on the road surface from left approach. Site was not treated as a stream crossing for watercourse i M 0 L 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 TRUE 225 FALSE 0 FALSE 0 TRUE 2 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- Outslope 250' of left approach. 2- Install rolling dip at swale being sure to capture flow from ephemeral draw as well as the road surface

25 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 NC 9/10/98 0 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Gully Lower 35 TRUE - SS FALSE FALSE FALSE FALSE FALSE FALSE FALSE - 0 0 FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 HM FALSE - - 3 8 0 0 0 0 0 11 100 11 7 100 2 0.5 35 7 Gully from accumulated ditch and road runoff runs over OBF to Stump Hollow below. Gully over OBF is slowly headcutting up ditch toward road. Gully fed by a portion of 990' of road and ditch. Site #26 (DRC w/gully) treats that 990' and will greatly dewa HM 0 L 0 TRUE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE - FALSE 0 FALSE 0 TRUE 175 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 6 0 6 6 0 0 0 0 0 0 0 0 0 0 0 1- Lay back oversteepened banks (10*2*4) in two locations equaling 6yd3. - spoil to right on OBF - backhoe 1 hour maximum. Road drainage work on site #26 must be done to dewater this site. 2- Sidecast 175' of berm.

4 - Mill Creek 0 8-154 Nash Mill 1 Big Meadow 0 MM,BL 9/9/98 15 Rocked TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Landslide Upper 17 TRUE - HD TRUE FALSE FALSE FALSE FALSE FALSE FALSE Convergent 65 70 TRUE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 450 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 H TRUE 2000-5000 - 0 0 78 0 0 0 0 78 20 16 2852 100 140 5 110 2852 165' with scarps along OBR, with 2-3' vertical scarps in headwall swale. Some past failure below, did not deliver much = 20%. Stream appears to start shortly below. 1380' of road drainage to site, some of which is treated in site #3. Site has the pote H 0 M 0 TRUE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 TRUE 200 FALSE 0 FALSE - FALSE 0 TRUE 1 TRUE 250 TRUE 250 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 2406 0 2406 2406 0 0 90 27 28 0 0 0 0 0 0 Excavate from start to end (165*5*70)=2139yd3 Ramp down from right to remove entire lobe. Another lobe is overhanging on right side of swale. (60*3*40)=267yd3 Total volume excavated 2406yd3. Install one rolling dip 220' down road from site

63 - Mill Creek 0 8-154 Nash Mill 1 Main Road 0 MM CN 9/15/98 7 Rocked TRUE 0 FALSE TRUE FALSE FALSE TRUE FALSE FALSE FALSE Landslide Middle 35 TRUE - HD FALSE FALSE FALSE TRUE FALSE FALSE FALSE Convergent 18 240 FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 H TRUE 2000-5000 - 0 0 0 0 0 0 0 0 0 0 5185 15 400 5 70 778 Large deep seated feature, in headwall swale. Not much can be done for treatment, except keep water from site.(see site #62). Delivery will be low, because slide will deposit on large (240') flat at 18%, before reaching a class 3 stream. Slide seems to - 0 - 0 FALSE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE TRUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 See site # 62.

29 - Mill Creek 0 8-154 Nash-Mill Nash-Mill 0 TK,NC 9/10/98 14 Native TRUE 0 TRUE TRUE FALSE FALSE TRUE TRUE FALSE FALSE Landslide Middle - TRUE - SS FALSE FALSE TRUE FALSE FALSE FALSE FALSE Divergent 85 0 TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 0 0 0 0 - - - 0 0 0 0 - 0 FALSE FALSE FALSE 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 L FALSE - - 0 0 0 11 0 0 0 222 5 12 6 100 1 1 170 6 Possible deep seated feature above road/ or upper road diversions. Cutbank slide 222yd3 5% delivery 11yd3. Saturated. Divergent hillslope. 8' cutbank. Blade pushed cutbank slide into creek 11yd3. Berm has gully eroding through bladed material. 1*.5*70 L 0 L 0 TRUE FALSE - 0 0 FALSE FALSE 0 FALSE FALSE FALSE FALSE 0 0 FALSE - 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 FALSE 0 0 FALSE FALSE FALSE FALSE 0 0 139 0 139 139 0 0 100 2 2 0 0 0 0 0 0 1-Excavate fillslope 75*2*25= 139yd3 -use spoil to fill IBD.

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