2025-01648 Accepting SAFCA’s Urban Level of Flood Protection Reports (LR25-006) Part 11 — Sacramento City Council, October 21, 2025 (part 5 of 6)

Inspect ID: 2023-0007
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.660813, -121.429388
GPS Coordinates End:

Caption: 0007 - Acceptable - Pipe gate on crown with metal fencing on LS and WS hinges. Inhibits unauthorized access from Raley Blvd.

Inspect ID: 2023-0007
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.660813, -121.429388
GPS Coordinates End:

Caption: 0007 - Acceptable - Pipe gate on crown with metal fencing on LS and WS hinges. Inhibits unauthorized access from Raley Blvd.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 10 of 80 ends

Inspect ID: 2023-0009
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.660784, -121.429367
GPS Coordinates End: 38.66089, -121.430029
Caption: 0009 - Unacceptable - Chainlink topped with barbed wire at LS toe. May inhibit operations. Not shown in as-built drawings. No permit found.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 11 of 80 ends

Inspect ID: 2023-0005
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.660811, -121.429259
GPS Coordinates End:

Caption: 0005 - Unacceptable - 8-in diameter PVC pipe through levee. Pipe has been plugged on both ends by LMA on 8/16/2024. May inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0005
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.660811, -121.429259
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 12 of 80 ends

Inspect ID: 2023-0005
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.660811, -121.429259
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 13 of 80 ends

Inspect ID: 2023-0005
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.660811, -121.429259
GPS Coordinates End:

Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.66076, -121.429241
GPS Coordinates End:

Caption: 0003 - Unacceptable - 48-in diameter concrete pipe through the levee.

Concrete headwall structure with flapgate at WS hinge. Storm drain with manhole on LS hinge. No video inspection available. Not shown in as-built drawings. No permit found. No DSID.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 14 of 80 ends

Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.66076, -121.429241
GPS Coordinates End:

Caption: 0003 - Unacceptable - 48-in diameter concrete pipe through the levee.

Concrete headwall structure with flapgate at WS hinge. Storm drain with manhole on LS hinge. No video inspection available. Not shown in as-built drawings. No permit found. No DSID.

Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.66076, -121.429241
GPS Coordinates End:

Caption: 0003 - Unacceptable - 48-in diameter concrete pipe through the levee.

Concrete headwall structure with flapgate at WS hinge. Storm drain with manhole on LS hinge. No video inspection available. Not shown in as-built drawings. No permit found. No DSID.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 15 of 80 ends

Inspect ID: 2023-0019
Feature Details: Levee Embankments - Erosion / Bank Caving - Waterside Slope GPS Coordinates Start: 38.660971, -121.429871
GPS Coordinates End: 38.661772, -121.431549
Caption: 0019 - Unacceptable - Inconsistent and lumpy slope on WS slope and toe.

Several erosion features observed more than 12-in deep in WS slope.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 16 of 80 ends

Several erosion features observed more than 12-in deep in WS slope.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 17 of 80 ends

Several erosion features observed more than 12-in deep in WS slope.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 18 of 80 ends

Inspect ID: 2023-0015
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.660822, -121.42978
GPS Coordinates End: 38.660874, -121.429887
Caption: 0015 - Minimally Acceptable - Small depressions and rutting observed on LS slope near hinge. Depth is less than 6-in.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 19 of 80 ends

Inspect ID: 2023-0012
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.661239, -121.430602
GPS Coordinates End:

Caption: 0012 - Unacceptable - Two riprap sites spaced 50-ft apart on WS slope. Major displacement and voids observed. Minor vegetation observed. Erosion observed in this area captured under LIS 2023-0019.

Inspect ID: 2023-0012
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.661239, -121.430602
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 20 of 80 ends

Inspect ID: 2023-0012
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.661239, -121.430602
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 21 of 80 ends

Inspect ID: 2023-0012
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.661239, -121.430602
GPS Coordinates End:

Inspect ID: 2023-0010
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.660964, -121.429977
GPS Coordinates End:

Caption: 0010 - Unacceptable - Engineered riprap on WS slope. Minor displacement and vegetation observed. Large voids observed underneath riprap. Erosion observed in this area captured under LIS 2023-0019.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 22 of 80 ends

Inspect ID: 2023-0010
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.660964, -121.429977
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 23 of 80 ends

Inspect ID: 2023-0006
Feature Details: FRM Channels - Vegetation and Obstructions - Right Bank GPS Coordinates Start: 38.668132, -121.438229
GPS Coordinates End:

Caption: 0006 - Unacceptable - Right bank and parts of channel heavily vegetated with dense brush and small diameter trees. May impact channel design flow capacity.

Inspect ID: 2023-0006
Feature Details: FRM Channels - Vegetation and Obstructions - Right Bank GPS Coordinates Start: 38.668132, -121.438229
GPS Coordinates End:

Caption: 0006 - Unacceptable - Right bank and parts of channel heavily vegetated with dense brush and small diameter trees. May impact channel design flow capacity.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 24 of 80 ends

Inspect ID: 2023-0024
Feature Details: FRM Channels - Vegetation and Obstructions - Other GPS Coordinates Start: 38.663734, -121.431642
GPS Coordinates End:

Caption: 0024 - Unacceptable - Cluster of trees up to 1-ft in diameter within channel.

Trees may impact channel design flow capacity.

Inspect ID: 2023-0030
Feature Details: FRM Channels - Vegetation and Obstructions - Other GPS Coordinates Start: 38.665577, -121.431563
GPS Coordinates End: 38.668105, -121.436281
Caption: 0030 - Unacceptable - Vegetation in channel and on channel banks including dense brush, weeds, and occasional trees up to 24-in in diameter. Occasional shoaling present, supporting non-aquatic vegetation. May impact channel design flow capacity.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 25 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 26 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 27 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 28 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 29 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 30 of 80 ends

Inspect ID: 2023-0031
Feature Details: FRM Channels - Vegetation and Obstructions - Other GPS Coordinates Start: 38.664023, -121.43166
GPS Coordinates End:

Caption: 0031 - Unacceptable - Trees and woody debris up to 3-in diameter visible above water. May impact channel design flow capacity. Shoal is established and supports non-aquatic vegetation.

Inspect ID: 2023-0008
Feature Details: FRM Channels - Vegetation and Obstructions - Other GPS Coordinates Start: 38.660891, -121.429212
GPS Coordinates End: 38.665456, -121.431563
Caption: 0008 - Minimally Acceptable - Intermittent vegetation in channel and on channel banks including dense brush, weeds, and occasional trees up to 6-in in diameter. Does not appear to impair channel design flow capacity.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 31 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 32 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 33 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 34 of 80 ends

Inspect ID: 2023-0055
Feature Details: FRM Channels - Encroachments - Right Bank GPS Coordinates Start: 38.667201, -121.433998
GPS Coordinates End:

Caption: 0055 - Minimally Acceptable - Unknown size corrugated plastic pipe on right bank from top to bottom. Pipe appears to be about 3-in in diameter. Pipe alignment Unknown. Unable to verify closure device. Does not inhibit operations or impact the integrity of the channel.

Inspect ID: 2023-0002
Feature Details: FRM Channels - Encroachments - Top of Left Bank GPS Coordinates Start: 38.668141, -121.438275
GPS Coordinates End:

Caption: 0002 - Minimally Acceptable - 12-in diameter CMP exits left bank and discharges into channel. CMP is open. No flapgate gate or closure structure. Not shown in as-built drawings. No permit found.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 35 of 80 ends

Inspect ID: 2023-0002
Feature Details: FRM Channels - Encroachments - Top of Left Bank GPS Coordinates Start: 38.668141, -121.438275
GPS Coordinates End:

Inspect ID: 2023-0001
Feature Details: FRM Channels - Encroachments - Other
GPS Coordinates Start: 38.668145, -121.437996
GPS Coordinates End:

Caption: 0001 - Unacceptable - Beaver dam in channel. Dam creates about 1-ft of hydraulic head. May impact design flow capacity.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 36 of 80 ends

Inspect ID: 2023-0053
Feature Details: FRM Channels - Encroachments - Left Bank GPS Coordinates Start: 38.667798, -121.436357
GPS Coordinates End:

Caption: 0053 - Unacceptable - Private fences block access at top of left bank. Unable to inspect beyond this point. Not shown in as-built drawings. No permit found. May inhibit operations.

Inspect ID: 2023-0051
Feature Details: FRM Channels - Encroachments - Right Bank GPS Coordinates Start: 38.667158, -121.43351
GPS Coordinates End:

Caption: 0051 - Minimally Acceptable - Small diameter PVC pipe runs from top of right bank to bottom. Appears less than 3-in in diameter. Unable to access bank to verify alignment. Not shown in as-built drawings. No permit found. Does not appear likely to inhibit operations or impact the integrity of the channel.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 37 of 80 ends

Inspect ID: 2023-0045
Feature Details: FRM Channels - Encroachments - Channel Bottom GPS Coordinates Start: 38.667081, -121.431648
GPS Coordinates End:

Caption: 0045 - Unacceptable - What appears to be a concrete slab in center of channel has accumulated significant debris. Shoaling observed around slab. May impact channel design flow capacity.

Inspect ID: 2023-0045
Feature Details: FRM Channels - Encroachments - Channel Bottom GPS Coordinates Start: 38.667081, -121.431648
GPS Coordinates End:

Caption: 0045 - Unacceptable - What appears to be a concrete slab in center of channel has accumulated significant debris. Shoaling observed around slab. May impact channel design flow capacity.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 38 of 80 ends

Inspect ID: 2023-0043
Feature Details: FRM Channels - Encroachments - Right Bank GPS Coordinates Start: 38.665733, -121.431427
GPS Coordinates End:

Caption: 0043 - Minimally Acceptable - Unknown size pipe discharges into channel.

Concrete headwall structure with flap gate present near bottom of right bank. Due to heavy vegetation, unable to verify pipe size and condition of flap gate. Not shown in asbuilt drawings. No permit found. Does not appear likely to inhibit operations or impact channel capacity.

Inspect ID: 2023-0043
Feature Details: FRM Channels - Encroachments - Right Bank GPS Coordinates Start: 38.665733, -121.431427
GPS Coordinates End:

Caption: 0043 - Minimally Acceptable - Unknown size pipe discharges into channel.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 39 of 80 ends

Inspect ID: 2023-0041
Feature Details: FRM Channels - Encroachments - Left Bank GPS Coordinates Start: 38.665581, -121.431597
GPS Coordinates End:

Caption: 0041 - Minimally Acceptable - Concrete headwall structure at bottom of left bank. Not visibly connected to any pipe or culvert. Not shown in as-built drawings. No permit found. Does not appear likely to inhibit operations or impact channel capacity.

Inspect ID: 2023-0041
Feature Details: FRM Channels - Encroachments - Left Bank GPS Coordinates Start: 38.665581, -121.431597
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 40 of 80 ends

Inspect ID: 2023-0039
Feature Details: FRM Channels - Encroachments - Other
GPS Coordinates Start: 38.665579, -121.431566
GPS Coordinates End:

Caption: 0039 - Unacceptable - Vinci Ave Bridge crosses the channel. Concrete abutments on left and right banks. Five 12-in diameter drilled piers into center of channel. Not shown in as-built drawings. No permit found. May negatively impact the hydraulic capacity of the channel.

Inspect ID: 2023-0039
Feature Details: FRM Channels - Encroachments - Other
GPS Coordinates Start: 38.665579, -121.431566
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 41 of 80 ends

Inspect ID: 2023-0004
Feature Details: FRM Channels - Encroachments - Other
GPS Coordinates Start: 38.668193, -121.438304
GPS Coordinates End:

Caption: 0004 - Acceptable - Dry Creek Rd. concrete crosses over channel. Supported on drilled piers within the channel. Shown in As-Built 01-04-0392, sheet 10.

Inspect ID: 2023-0057
Feature Details: FRM Channels - Encroachments - Top of Left Bank GPS Coordinates Start: 38.668116, -121.438064
GPS Coordinates End:

Caption: 0057 - Unacceptable - Fence on top of left bank inhibits further inspection of channel to the east. Not shown in as-built drawings. No permit found. May inhibit operations.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 42 of 80 ends

Inspect ID: 2023-0028
Feature Details: FRM Channels - Encroachments - Top of Left Bank GPS Coordinates Start: 38.665598, -121.431648
GPS Coordinates End:

Caption: 0028 - Minimally Acceptable - 8-in CMP at top of left bank discharging into channel. No flapgate gate or closure structure. CMP is actively discharging water. Not shown in as-built drawings. No permit found. Does not appear likely to inhibit operations or negatively impact the integrity of the channel.

Inspect ID: 2023-0028
Feature Details: FRM Channels - Encroachments - Top of Left Bank GPS Coordinates Start: 38.665598, -121.431648
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 43 of 80 ends

Inspect ID: 2023-0028
Feature Details: FRM Channels - Encroachments - Top of Left Bank GPS Coordinates Start: 38.665598, -121.431648
GPS Coordinates End:

Inspect ID: 2023-0049
Feature Details: FRM Channels - Erosion - Left Bank
GPS Coordinates Start: 38.66716, -121.431838
GPS Coordinates End:

Caption: 0049 - Unacceptable - Erosion of upper left bank. Cuts up to 20-in into design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 44 of 80 ends

Inspect ID: 2023-0049
Feature Details: FRM Channels - Erosion - Left Bank
GPS Coordinates Start: 38.66716, -121.431838
GPS Coordinates End:

Caption: 0049 - Unacceptable - Erosion of upper left bank. Cuts up to 20-in into design grade.

Inspect ID: 2023-0047
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.667154, -121.431699
GPS Coordinates End:

Caption: 0047 - Unacceptable - Erosion on lower right bank. Unable to access site for measurement. Appears to cut into the bank more that 12-in.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 45 of 80 ends

Inspect ID: 2023-0046
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.667332, -121.435378
GPS Coordinates End: 38.667353, -121.436058
Caption: 0046 - Unacceptable - Continuous erosion feature on right bank. Unable to take measurements, but appears to be deeper than 1-ft into design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 46 of 80 ends

Inspect ID: 2023-0044
Feature Details: FRM Channels - Erosion - Top of Right Bank GPS Coordinates Start: 38.66715, -121.435387
GPS Coordinates End:

Caption: 0044 - Unacceptable - Running water from adjacent drainage ditch is actively flowing and eroding the top of right bank deeper than 1-ft into design grade.

Inspect ID: 2023-0044
Feature Details: FRM Channels - Erosion - Top of Right Bank GPS Coordinates Start: 38.66715, -121.435387
GPS Coordinates End:

Caption: 0044 - Unacceptable - Running water from adjacent drainage ditch is actively flowing and eroding the top of right bank deeper than 1-ft into design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 47 of 80 ends

Inspect ID: 2023-0042
Feature Details: FRM Channels - Erosion - Left Bank
GPS Coordinates Start: 38.667152, -121.434002
GPS Coordinates End: 38.667815, -121.436335
Caption: 0042 - Unacceptable - Series of intermittent erosion features on left bank.

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 48 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 49 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 50 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 51 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 52 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 53 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 54 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 55 of 80 ends

Features are up to 30-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 56 of 80 ends

Inspect ID: 2023-0040
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.667312, -121.433562
GPS Coordinates End: 38.667323, -121.434356
Caption: 0040 - Unacceptable - Continuous erosion feature on right bank. Unable to take measurements, but appears to be deeper than 1-ft into design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 57 of 80 ends

Inspect ID: 2023-0038
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.667189, -121.43161
GPS Coordinates End: 38.667288, -121.432357
Caption: 0038 - Unacceptable - Large continuous erosion feature on right bank. Unable to take measurements, but appears to be significantly deeper than 1-ft into design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 58 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 59 of 80 ends

Inspect ID: 2023-0037
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.665436, -121.431518
GPS Coordinates End:

Caption: 0037 - Unacceptable - Erosion site with up to 20-in vertical and horizontal cut into lower right bank.

Inspect ID: 2023-0037
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.665436, -121.431518
GPS Coordinates End:

Caption: 0037 - Unacceptable - Erosion site with up to 20-in vertical and horizontal cut into lower right bank.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 60 of 80 ends

Inspect ID: 2023-0037
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.665436, -121.431518
GPS Coordinates End:

Caption: 0037 - Unacceptable - Erosion site with up to 20-in vertical and horizontal cut into lower right bank.

Inspect ID: 2023-0036
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.667124, -121.431687
GPS Coordinates End:

Caption: 0036 - Unacceptable - Large erosion gully on right bank. Unable to take measurements but appears to be deeper than 1-ft into the design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 61 of 80 ends

Inspect ID: 2023-0035
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.664869, -121.431542
GPS Coordinates End: 38.665377, -121.431539
Caption: 0035 - Minimally Acceptable - Bank erosion at several locations along right bank. Erosion sites are less than 12-in deep.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 62 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 63 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 64 of 80 ends

Inspect ID: 2023-0027
Feature Details: FRM Channels - Erosion - Left Bank
GPS Coordinates Start: 38.662865, -121.431758
GPS Coordinates End:

Caption: 0027 - Minimally Acceptable - Erosion site on left bank, approximately 2-ft in length. Site appears inactive. Vegetation has regrown at the site. Cuts into bank less than 12-in.

Inspect ID: 2023-0027
Feature Details: FRM Channels - Erosion - Left Bank
GPS Coordinates Start: 38.662865, -121.431758
GPS Coordinates End:

Caption: 0027 - Minimally Acceptable - Erosion site on left bank, approximately 2-ft in length. Site appears inactive. Vegetation has regrown at the site. Cuts into bank less than 12-in.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 65 of 80 ends

Inspect ID: 2023-0029
Feature Details: FRM Channels - Erosion - Right Bank
GPS Coordinates Start: 38.66338, -121.431551
GPS Coordinates End: 38.663661, -121.431544
Caption: 0029 - Unacceptable - Six erosion features on right bank of channel. Unable to take measurements but features appear to be deeper than 1-ft into the design grade.

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 66 of 80 ends

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 67 of 80 ends

Inspect ID: 2023-0033
Feature Details: FRM Channels - Erosion - Top of Right Bank GPS Coordinates Start: 38.664902, -121.431519
GPS Coordinates End:

Caption: 0033 - Unacceptable - Erosion site at the top of the right bank. Site appears to have been started as a collapsed rodent den that eventually started eroding. Erosion feature is approximately 27-in deep and 2-ft across.

Inspect ID: 2023-0033
Feature Details: FRM Channels - Erosion - Top of Right Bank GPS Coordinates Start: 38.664902, -121.431519
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
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Page 68 of 80 ends

Inspect ID: 2023-0033
Feature Details: FRM Channels - Erosion - Top of Right Bank GPS Coordinates Start: 38.664902, -121.431519
GPS Coordinates End:

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Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 69 of 80 ends

Inspect ID: 2023-0034
Feature Details: FRM Channels - Erosion - Left Bank
GPS Coordinates Start: 38.666305, -121.431676
GPS Coordinates End: 38.667121, -121.431651
Caption: 0034 - Unacceptable - Series of erosion features on left bank. Features are up to 23-ft in length and 3-ft deep. Some sites appear to be actively eroding. Sloughing observed in some sites.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 70 of 80 ends

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 71 of 80 ends

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 72 of 80 ends

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 73 of 80 ends

Inspect ID: 2023-0026
Feature Details: FRM Channels - Concrete Surfaces - Other GPS Coordinates Start: 38.665588, -121.431626
GPS Coordinates End:

Caption: 0026 - Acceptable - Channel is concrete lined on left and right banks for approximately 50-ft under Vinci Ave. Appears to be in good condition. Negligible spalling and cracking observed.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 74 of 80 ends

Inspect ID: 2023-0026
Feature Details: FRM Channels - Concrete Surfaces - Other GPS Coordinates Start: 38.665588, -121.431626
GPS Coordinates End:

Caption: 0026 - Acceptable - Channel is concrete lined on left and right banks for approximately 50-ft under Vinci Ave. Appears to be in good condition. Negligible spalling and cracking observed.

Inspect ID: 2023-0026
Feature Details: FRM Channels - Concrete Surfaces - Other GPS Coordinates Start: 38.665588, -121.431626
GPS Coordinates End:

Caption: 0026 - Acceptable - Channel is concrete lined on left and right banks for approximately 50-ft under Vinci Ave. Appears to be in good condition. Negligible spalling and cracking observed.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 75 of 80 ends

Inspect ID: 2023-0032
Feature Details: FRM Channels - Concrete Surfaces - Left Bank GPS Coordinates Start: 38.665691, -121.431682
GPS Coordinates End:

Caption: 0032 - Acceptable - Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition. Negligible spalling and cracking observed.

Inspect ID: 2023-0032
Feature Details: FRM Channels - Concrete Surfaces - Left Bank GPS Coordinates Start: 38.665691, -121.431682
GPS Coordinates End:

Caption: 0032 - Acceptable - Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition. Negligible spalling and cracking observed.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 76 of 80 ends

Inspect ID: 2023-0014
Feature Details: FRM Channels - Concrete Surfaces - Left Bank GPS Coordinates Start: 38.660848, -121.429381
GPS Coordinates End:

Caption: 0014 - Acceptable - Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition. Negligible spalling and cracking observed.

Inspect ID: 2023-0014
Feature Details: FRM Channels - Concrete Surfaces - Left Bank GPS Coordinates Start: 38.660848, -121.429381
GPS Coordinates End:

Caption: 0014 - Acceptable - Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition. Negligible spalling and cracking observed.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 77 of 80 ends

Inspect ID: 2023-0014
Feature Details: FRM Channels - Concrete Surfaces - Left Bank GPS Coordinates Start: 38.660848, -121.429381
GPS Coordinates End:

Caption: 0014 - Acceptable - Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition. Negligible spalling and cracking observed.

Inspect ID: 2023-0022
Feature Details: FRM Channels - Riprap Revetments & Banks - Left Bank GPS Coordinates Start: 38.663076, -121.431616
GPS Coordinates End: 38.663382, -121.43161
Caption: 0022 - Minimally Acceptable - Riprap on left bank. Voids up to 6-in deep observed, Minor displacement and vegetation observed.

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 78 of 80 ends

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 79 of 80 ends

Photos
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Photos

Page 80 of 80 ends

Inspection Photos – AR06
Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 1 of 141 ends

Inspect ID: 2023-0165
Feature Details: Levee Embankments - Unwanted Vegetation Growth - Waterside Toe and Slope
GPS Coordinates Start: 38.658248, -121.468271
GPS Coordinates End:

Caption: 0165 - Unacceptable - Tree 30-in in diameter within 15-ft of WS toe with branches overhanging WS slope with less than 8-ft of clearance.

Inspect ID: 2023-0099
Feature Details: Levee Embankments - Unwanted Vegetation Growth - Waterside Toe GPS Coordinates Start: 38.657384, -121.474621
GPS Coordinates End:

Caption: 0099 - Unacceptable - Dense brush and cluster of trees up to 2-ft DBH at WS toe.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 2 of 141 ends

Inspect ID: 2023-0142
Feature Details: Levee Embankments - Unwanted Vegetation Growth - Landside Slope
GPS Coordinates Start: 38.668112, -121.43858
GPS Coordinates End:

Caption: 0142 - Minimally Acceptable - Tree 8-in in diameter on non-project levee (Permit 17980) LS slope. Unclear if tree is within federal project easement.

Inspect ID: 2023-0140
Feature Details: Levee Embankments - Unwanted Vegetation Growth - Landside GPS Coordinates Start: 38.668115, -121.440719
GPS Coordinates End: 38.6681, -121.439348
Caption: 0140 - Minimally Acceptable - Landscaping next to fence line on non-project levee (Permit 17980) LS slope including trees up to 6-in in diameter. Unclear if landscaping is within federal project easement.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 3 of 141 ends

Inspect ID: 2023-0175
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.661371, -121.460282
GPS Coordinates End:

Caption: 0175 - Acceptable - Series of minor erosion rills on LS hinge. Rills are up to 2-in deep and 3-ft long. Extends for approximately 50-ft upstream.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 4 of 141 ends

Inspect ID: 2023-0175
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.661371, -121.460282
GPS Coordinates End:

Caption: 0175 - Acceptable - Series of minor erosion rills on LS hinge. Rills are up to 2-in deep and 3-ft long. Extends for approximately 50-ft upstream.

Inspect ID: 2023-0172
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.660183, -121.462406
GPS Coordinates End:

Caption: 0172 - Minimally Acceptable - Erosion rills on LS slope. Rills are up to 5-in deep and 15-ft long. Surface runoff protection appears to cover approximately 90% of the slope at this location.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 5 of 141 ends

Inspect ID: 2023-0172
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.660183, -121.462406
GPS Coordinates End:

Caption: 0172 - Minimally Acceptable - Erosion rills on LS slope. Rills are up to 5-in deep and 15-ft long. Surface runoff protection appears to cover approximately 90% of the slope at this location.

Inspect ID: 2023-0170
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.659669, -121.463918
GPS Coordinates End:

Caption: 0170 - Acceptable - Erosion rill on lower LS slope next to concrete stairs. Rill is up to 2-in deep and extends approximately 10-ft. Surface runoff protection appears to cover approximately 90% of the slope at this location.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 6 of 141 ends

Inspect ID: 2023-0169
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.659623, -121.464175
GPS Coordinates End:

Caption: 0169 - Minimally Acceptable - Erosion rill on WS slope next to concrete stairs. Rill is just over 3-in deep and extends down entire slope. Surface runoff protection is approximately 100% missing for approximately 3-ft on each side of stairs.

Inspect ID: 2023-0169
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.659623, -121.464175
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 7 of 141 ends

Inspect ID: 2023-0046
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.659126, -121.465977
GPS Coordinates End:

Caption: 0046 - Minimally Acceptable - Erosion rill on WS slope along WS access ramp. Rill is just over 3-in deep and extends for approximately 25-ft.

Inspect ID: 2023-0166
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.658949, -121.466304
GPS Coordinates End:

Caption: 0166 - Minimally Acceptable - Erosion rills extending down WS slope. Rills are just over 3-in deep.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 8 of 141 ends

Inspect ID: 2023-0163
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657518, -121.47041
GPS Coordinates End:

Caption: 0163 - Acceptable - Minor rilling on upper WS slope and hinge, up to 2-in deep. Extends for approximately 200-ft upstream.

Inspect ID: 2023-0163
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657518, -121.47041
GPS Coordinates End:

Caption: 0163 - Acceptable - Minor rilling on upper WS slope and hinge, up to 2-in deep. Extends for approximately 200-ft upstream.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 9 of 141 ends

Inspect ID: 2023-0163
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657518, -121.47041
GPS Coordinates End:

Caption: 0163 - Acceptable - Minor rilling on upper WS slope and hinge, up to 2-in deep. Extends for approximately 200-ft upstream.

Inspect ID: 2023-0163
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657518, -121.47041
GPS Coordinates End:

Caption: 0163 - Acceptable - Minor rilling on upper WS slope and hinge, up to 2-in deep. Extends for approximately 200-ft upstream.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 10 of 141 ends

Inspect ID: 2023-0020
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.657384, -121.473152
GPS Coordinates End:

Caption: 0020 - Acceptable - Erosion rill just less than 3-in deep on WS slope extending the length of the access ramp.

Inspect ID: 2023-0020
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.657384, -121.473152
GPS Coordinates End:

Caption: 0020 - Acceptable - Erosion rill just less than 3-in deep on WS slope extending the length of the access ramp.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 11 of 141 ends

Inspect ID: 2023-0152
Feature Details: Levee Embankments - Sod Cover - Landside GPS Coordinates Start: 38.657296, -121.474582
GPS Coordinates End:

Caption: 0152 - Acceptable - Erosion rill just less than 3-in deep and 20-ft long on LS access ramp.

Inspect ID: 2023-0152
Feature Details: Levee Embankments - Sod Cover - Landside GPS Coordinates Start: 38.657296, -121.474582
GPS Coordinates End:

Caption: 0152 - Acceptable - Erosion rill just less than 3-in deep and 20-ft long on LS access ramp.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 12 of 141 ends

Inspect ID: 2023-0010
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657378, -121.4746
GPS Coordinates End:

Caption: 0010 - Acceptable - Series of shallow rills on LS slope and hinge. Rills are up to 2-in deep.

Inspect ID: 2023-0010
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657378, -121.4746
GPS Coordinates End:

Caption: 0010 - Acceptable - Series of shallow rills on LS slope and hinge. Rills are up to 2-in deep.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 13 of 141 ends

Inspect ID: 2023-0010
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657378, -121.4746
GPS Coordinates End:

Caption: 0010 - Acceptable - Series of shallow rills on LS slope and hinge. Rills are up to 2-in deep.

Inspect ID: 2023-0010
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.657378, -121.4746
GPS Coordinates End:

Caption: 0010 - Acceptable - Series of shallow rills on LS slope and hinge. Rills are up to 2-in deep.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 14 of 141 ends

Inspect ID: 2023-0086
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.666786, -121.45134
GPS Coordinates End:

Caption: 0086 - Minimally Acceptable - Erosion rill on WS slope along WS access ramp. Rill is just over 3-in deep and approximately 30-ft long. S Inspect ID: 2023-0086
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.666786, -121.45134
GPS Coordinates End:

Caption: 0086 - Minimally Acceptable - Erosion rill on WS slope along WS access ramp. Rill is just over 3-in deep and approximately 30-ft long. S Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 15 of 141 ends

Inspect ID: 2023-0112
Feature Details: Levee Embankments - Sod Cover - Landside Toe and Slope GPS Coordinates Start: 38.666723, -121.450796
GPS Coordinates End:

Caption: 0112 - Unacceptable - Series of erosion rills and gullies on lower LS slope.

Rills are up to 9-in deep and 20-ft long. Surface runoff protection appears to cover approximately 80% of the slope at this location.

Inspect ID: 2023-0112
Feature Details: Levee Embankments - Sod Cover - Landside Toe and Slope GPS Coordinates Start: 38.666723, -121.450796
GPS Coordinates End:

Caption: 0112 - Unacceptable - Series of erosion rills and gullies on lower LS slope.

Rills are up to 9-in deep and 20-ft long. Surface runoff protection appears to cover approximately 80% of the slope at this location.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 16 of 141 ends

Inspect ID: 2023-0112
Feature Details: Levee Embankments - Sod Cover - Landside Toe and Slope GPS Coordinates Start: 38.666723, -121.450796
GPS Coordinates End:

Caption: 0112 - Unacceptable - Series of erosion rills and gullies on lower LS slope.

Rills are up to 9-in deep and 20-ft long. Surface runoff protection appears to cover approximately 80% of the slope at this location.

Inspect ID: 2023-0112
Feature Details: Levee Embankments - Sod Cover - Landside Toe and Slope GPS Coordinates Start: 38.666723, -121.450796
GPS Coordinates End:

Caption: 0112 - Unacceptable - Series of erosion rills and gullies on lower LS slope.

Rills are up to 9-in deep and 20-ft long. Surface runoff protection appears to cover approximately 80% of the slope at this location.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 17 of 141 ends

Inspect ID: 2023-0189
Feature Details: Levee Embankments - Sod Cover - Waterside GPS Coordinates Start: 38.667076, -121.451097
GPS Coordinates End:

Caption: 0189 - Minimally Acceptable - Erosion rills on WS access ramp. Rills are up to 5-in deep and 20-ft long.

Inspect ID: 2023-0189
Feature Details: Levee Embankments - Sod Cover - Waterside GPS Coordinates Start: 38.667076, -121.451097
GPS Coordinates End:

Caption: 0189 - Minimally Acceptable - Erosion rills on WS access ramp. Rills are up to 5-in deep and 20-ft long.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 18 of 141 ends

Inspect ID: 2023-0136
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.668167, -121.438968
GPS Coordinates End:

Caption: 0136 - Acceptable - Erosion rill on WS slope along access ramp. Rill is just less than 3-in deep and 25-ft in length. Surface runoff protection appears to cover approximately 80% of the ramp at this location.

Inspect ID: 2023-0134
Feature Details: Levee Embankments - Sod Cover - Waterside Slope and Crown GPS Coordinates Start: 38.668267, -121.442697
GPS Coordinates End:

Caption: 0134 - Minimally Acceptable - Series of erosion rills on upper WS slope and hinge. Rills are just over 3-in deep and 5-ft in length.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 19 of 141 ends

Inspect ID: 2023-0134
Feature Details: Levee Embankments - Sod Cover - Waterside Slope and Crown GPS Coordinates Start: 38.668267, -121.442697
GPS Coordinates End:

Caption: 0134 - Minimally Acceptable - Series of erosion rills on upper WS slope and hinge. Rills are just over 3-in deep and 5-ft in length.

Inspect ID: 2023-0134
Feature Details: Levee Embankments - Sod Cover - Waterside Slope and Crown GPS Coordinates Start: 38.668267, -121.442697
GPS Coordinates End:

Caption: 0134 - Minimally Acceptable - Series of erosion rills on upper WS slope and hinge. Rills are just over 3-in deep and 5-ft in length.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 20 of 141 ends

Inspect ID: 2023-0124
Feature Details: Levee Embankments - Sod Cover - Landside Slope and Crown GPS Coordinates Start: 38.668234, -121.446753
GPS Coordinates End:

Caption: 0124 - Acceptable - Erosion rills on LS hinge. Rills are up to 1-in deep and 12-in in length. Surface runoff protection appears to cover approximately 90% of the slope at this location.

Inspect ID: 2023-0118
Feature Details: Levee Embankments - Sod Cover - Waterside Slope and Crown GPS Coordinates Start: 38.668028, -121.447283
GPS Coordinates End:

Caption: 0118 - Acceptable - Series of erosion rills on upper WS slope and hinge. Rills are just less than 3-in deep and up to 5-ft in length.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 21 of 141 ends

Inspect ID: 2023-0118
Feature Details: Levee Embankments - Sod Cover - Waterside Slope and Crown GPS Coordinates Start: 38.668028, -121.447283
GPS Coordinates End:

Caption: 0118 - Acceptable - Series of erosion rills on upper WS slope and hinge. Rills are just less than 3-in deep and up to 5-ft in length.

Inspect ID: 2023-0118
Feature Details: Levee Embankments - Sod Cover - Waterside Slope and Crown GPS Coordinates Start: 38.668028, -121.447283
GPS Coordinates End:

Caption: 0118 - Acceptable - Series of erosion rills on upper WS slope and hinge. Rills are just less than 3-in deep and up to 5-ft in length.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 22 of 141 ends

Inspect ID: 2023-0126
Feature Details: Levee Embankments - Sod Cover - Landside GPS Coordinates Start: 38.667806, -121.44726
GPS Coordinates End:

Caption: 0126 - Acceptable - Erosion rills on LS access ramp. Rills are up to 2-in deep and 10-ft in length.

Inspect ID: 2023-0126
Feature Details: Levee Embankments - Sod Cover - Landside GPS Coordinates Start: 38.667806, -121.44726
GPS Coordinates End:

Caption: 0126 - Acceptable - Erosion rills on LS access ramp. Rills are up to 2-in deep and 10-ft in length.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 23 of 141 ends

Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666645, -121.451164
GPS Coordinates End:

Caption: 0192 - Unacceptable - Utility lines cross levee with more than 25-ft of vertical clearance. Utility poles at LS and WS toes. Poles may negatively impact the levee. May inhibit operations. No permit found. Not shown in as-built drawings.

Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666645, -121.451164
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 24 of 141 ends

Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666645, -121.451164
GPS Coordinates End:

Inspect ID: 2023-0184
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.666516, -121.451132
GPS Coordinates End:

Caption: 0184 - Acceptable - Gravel paved fill access ramp on LS slope. Shown in AsBuilt AM-04-0625, Sheet GP-1.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 25 of 141 ends

Inspect ID: 2023-0185
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.66651, -121.451138
GPS Coordinates End:

Caption: 0185 - Acceptable - Two pipe gates on LS hinge and slope. Gates inhibit unauthorized access from Rio Linda Blvd. Shown in As-Built AM-04-0625, Sheet GP1.

Inspect ID: 2023-0185
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.66651, -121.451138
GPS Coordinates End:

Caption: 0185 - Acceptable - Two pipe gates on LS hinge and slope. Gates inhibit unauthorized access from Rio Linda Blvd. Shown in As-Built AM-04-0625, Sheet GP1.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 26 of 141 ends

Inspect ID: 2023-0185
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.66651, -121.451138
GPS Coordinates End:

Caption: 0185 - Acceptable - Two pipe gates on LS hinge and slope. Gates inhibit unauthorized access from Rio Linda Blvd. Shown in As-Built AM-04-0625, Sheet GP1.

Inspect ID: 2023-0183
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.666581, -121.451416
GPS Coordinates End:

Caption: 0183 - Acceptable - Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet GP-1.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 27 of 141 ends

Inspect ID: 2023-0067
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.665052, -121.452681
GPS Coordinates End:

Caption: 0067 - Acceptable - Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet L-6.

Inspect ID: 2023-0067
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.665052, -121.452681
GPS Coordinates End:

Caption: 0067 - Acceptable - Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet L-6.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 28 of 141 ends

Inspect ID: 2023-0031
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.664687, -121.453079
GPS Coordinates End:

Caption: 0031 - Acceptable - Gravel paved fill access ramp on LS slope. Shown in AsBuilt AM-04-0625, Sheet L-6.

Inspect ID: 2023-0031
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.664687, -121.453079
GPS Coordinates End:

Caption: 0031 - Acceptable - Gravel paved fill access ramp on LS slope. Shown in AsBuilt AM-04-0625, Sheet L-6.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 29 of 141 ends

Inspect ID: 2023-0030
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.663004, -121.456489
GPS Coordinates End:

Caption: 0030 - Unacceptable - 24-in diameter pipe crossing through levee. Concrete headwall structure with trash rack and flapgate at WS toe. Concrete vault on crown housing siphon breaker. Concrete headwall structure with trash racks at LS. Per UCIP, crossing is owned by the City of Sacramento. DSID 24823. Video inspected January 2020; PACP LoF Grade 2.2. Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0030
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.663004, -121.456489
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 30 of 141 ends

Inspect ID: 2023-0030
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.663004, -121.456489
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 31 of 141 ends

Inspect ID: 2023-0030
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.663004, -121.456489
GPS Coordinates End:

Inspect ID: 2023-0181
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.663022, -121.456555
GPS Coordinates End:

Caption: 0181 - Minimally Acceptable - Additional earth fill material on WS slope and toe. Appears to be compacted. Extends approximately 100-ft upstream. Purpose is unclear. Does not appear likely to inhibit operations or negatively impact the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 32 of 141 ends

Inspect ID: 2023-0065
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.662642, -121.457428
GPS Coordinates End:

Caption: 0065 - Unacceptable - High voltage power lines cross levee with more than 25-ft of vertical clearance. Steel tower near WS toe, but greater than 15-ft from WS toe in the channel. LS tower more than 15-ft from levee toe. No permit found. Not shown in as-built drawings. Overhead lines do not inhibit operations or negatively impact the levee. Steel tower may impact channel design flow capacity.

Inspect ID: 2023-0177
Feature Details: Levee Embankments - Encroachments - Landside Slope and Crown GPS Coordinates Start: 38.662368, -121.457556
GPS Coordinates End: 38.662311, -121.452256
Caption: 0177 - Acceptable - Spur levee associated with former alignment intersects existing alignment on LS. Does not inhibit operations or negatively impact the levee.

Shown on As-built 01-04-0392, sheet 9.

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American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 33 of 141 ends

Shown on As-built 01-04-0392, sheet 9.

Inspect ID: 2023-0064
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.662564, -121.457873
GPS Coordinates End:

Caption: 0064 - Acceptable - Two gravel paved fill access ramps on WS slope. One ramp lead to the east. One ramp is perpendicular to the levee alignment, extending away from toe. Shown in As-Built AM-04-0625, Sheet L-5.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 34 of 141 ends

Inspect ID: 2023-0064
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.662564, -121.457873
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 35 of 141 ends

Inspect ID: 2023-0064
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.662564, -121.457873
GPS Coordinates End:

Inspect ID: 2023-0074
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.662399, -121.457885
GPS Coordinates End:

Caption: 0074 - Unacceptable - Homeless encampment and miscellaneous debris within 15-ft of WS toe. Debris includes wood panels. May inhibit operations.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 36 of 141 ends

Inspect ID: 2023-0149
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.662453, -121.458033
GPS Coordinates End:

Caption: 0149 - Minimally Acceptable - Gravel paved fill access ramp on WS slope leading to the west. No permit found. Not shown in as-built drawings.

Inspect ID: 2023-0028
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.662144, -121.458242
GPS Coordinates End:

Caption: 0028 - Minimally Acceptable - Two gravel paved fill access ramps on LS slope. One ramp from crown to elevated toe road. One ramp from elevated toe road to normal toe road. Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 37 of 141 ends

Inspect ID: 2023-0028
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.662144, -121.458242
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 38 of 141 ends

Inspect ID: 2023-0176
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.661932, -121.458941
GPS Coordinates End:

Caption: 0176 - Minimally Acceptable - Additional earth fill material on WS slope and toe. Purpose is unclear. Extends for approximately 100-ft upstream. Does not appear likely to inhibit operations or negatively impact the levee.

Inspect ID: 2023-0176
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.661932, -121.458941
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 39 of 141 ends

Inspect ID: 2023-0176
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.661932, -121.458941
GPS Coordinates End:

Inspect ID: 2023-0005
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.661332, -121.46006
GPS Coordinates End: 38.66485, -121.452712
Caption: 0005 - Unacceptable - Drainage ditch roughly 15-ft from LS toe.

Approximately 2-ft wide and 8-in deep. Not shown in as-built drawings. No permit found. May negatively impact the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 40 of 141 ends

Approximately 2-ft wide and 8-in deep. Not shown in as-built drawings. No permit found. May negatively impact the levee.

Inspect ID: 2023-0026
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.661022, -121.460365
GPS Coordinates End:

Caption: 0026 - Unacceptable - 3-ft diameter CMP drop inlet observed 20-ft from LS toe. Visual inspection of drop inlet suggests a pipe runs parallel to levee, although per UCIP, a 24-in diameter pipe crosses levee at this location. UCIP also states the pipe crossing levee has an associated slide gate in a CMP standpipe on the WS, however that pipe feature was not observed. DSID 24354. Unable to confirm if the observed drop inlet is associated with a pipe crossing the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 41 of 141 ends

Inspect ID: 2023-0026
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.661022, -121.460365
GPS Coordinates End:

Inspect ID: 2023-0024
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.660519, -121.461532
GPS Coordinates End:

Caption: 0024 - Minimally Acceptable - Wooden and barbed wire fence line within 15- ft of levee toe. Wooden fence follows levee alignment for 100-ft then gradually diverges more than 15-ft from LS toe. Barbed wire fence is perpendicular to levee alignment. Fences do not appear to inhibit operations or negatively impact the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 42 of 141 ends

Inspect ID: 2023-0024
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.660519, -121.461532
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 43 of 141 ends

Inspect ID: 2023-0173
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.660441, -121.461658
GPS Coordinates End:

Caption: 0173 - Acceptable - Gravel paved fill access ramp on LS slope leading to Pinedale Ave. Shown in As-Built AM-04-0625, Sheet L-4.

Inspect ID: 2023-0173
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.660441, -121.461658
GPS Coordinates End:

Caption: 0173 - Acceptable - Gravel paved fill access ramp on LS slope leading to Pinedale Ave. Shown in As-Built AM-04-0625, Sheet L-4.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 44 of 141 ends

Inspect ID: 2023-0023
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.660363, -121.461645
GPS Coordinates End:

Caption: 0023 - Acceptable - LMA owned pipe gate at LS ramp. Prevents unauthorized access to the levee from Pinedale Ave.

Inspect ID: 2023-0022
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.660462, -121.461802
GPS Coordinates End:

Caption: 0022 - Unacceptable - 24-in diameter storm drain manhole on LS slope. Per UCIP, owned by City of Sacramento. Alignment of pipes unknown. May negatively impact levee. Not shown in as-built drawings. No permit found. No video inspection available. DSID 24812.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 45 of 141 ends

Inspect ID: 2023-0022
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.660462, -121.461802
GPS Coordinates End:

Inspect ID: 2023-0063
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.660555, -121.461977
GPS Coordinates End:

Caption: 0063 - Unacceptable - Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 46 of 141 ends

Inspect ID: 2023-0063
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.660555, -121.461977
GPS Coordinates End:

Caption: 0063 - Unacceptable - Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings.

Inspect ID: 2023-0021
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.660222, -121.462307
GPS Coordinates End:

Caption: 0021 - Minimally Acceptable - Bollard and steel cable fence within 15 ft. of LS levee toe. Appears to be City of Sacramento owned. Does not appear likely to inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 47 of 141 ends

Inspect ID: 2023-0021
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.660222, -121.462307
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 48 of 141 ends

Inspect ID: 2023-0174
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.660166, -121.462365
GPS Coordinates End:

Caption: 0174 - Acceptable - Pipe gate within 15-ft of LS toe. Inhibits unauthorized access from Pinedale Ave.

Inspect ID: 2023-0174
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.660166, -121.462365
GPS Coordinates End:

Caption: 0174 - Acceptable - Pipe gate within 15-ft of LS toe. Inhibits unauthorized access from Pinedale Ave.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 49 of 141 ends

Inspect ID: 2023-0174
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.660166, -121.462365
GPS Coordinates End:

Caption: 0174 - Acceptable - Pipe gate within 15-ft of LS toe. Inhibits unauthorized access from Pinedale Ave.

Inspect ID: 2023-0171
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.660165, -121.463009
GPS Coordinates End:

Caption: 0171 - Minimally Acceptable - Additional earth fill material on WS slope and toe. Extends for approximately 150-ft upstream. Purpose is unclear. Does not appear likely to inhibit operations or negatively impact the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 50 of 141 ends

Inspect ID: 2023-0171
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.660165, -121.463009
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 51 of 141 ends

Inspect ID: 2023-0191
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.659983, -121.462956
GPS Coordinates End:

Caption: 0191 - Unacceptable - 1-ft by 2-ft drop inlet at LS toe, appears to connect to storm drain manhole 10-ft from LS toe. Storm drain pipe appears to run parallel to levee but unable to confirm. Not shown in as-built drawings. No permit found. May negatively impact the levee.

Inspect ID: 2023-0191
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.659983, -121.462956
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 52 of 141 ends

Inspect ID: 2023-0191
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.659983, -121.462956
GPS Coordinates End:

Inspect ID: 2023-0018
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.659669, -121.4639
GPS Coordinates End:

Caption: 0018 - Acceptable - Concrete stairs on LS slope. Stairs cut up to 10-in into levee. Permit 16827.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 53 of 141 ends

Inspect ID: 2023-0062
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.659648, -121.464132
GPS Coordinates End:

Caption: 0062 - Unacceptable - Three 36-in diameter pipes and one 20-in diameter pipe crossing the levee. Concrete headwall structure with four closed flapgates at WS toe. 6-ft by 23-ft concrete vault at WS hinge containing siphon breakers. Four pumps within City of Sacramento facility on LS, 25-ft from toe. DSIDs 24094, 24642, 24543, 24544. No video inspection available. Permit 12713.

Inspect ID: 2023-0062
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.659648, -121.464132
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 54 of 141 ends

Inspect ID: 2023-0062
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.659648, -121.464132
GPS Coordinates End:

Inspect ID: 2023-0054
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.659659, -121.464168
GPS Coordinates End:

Caption: 0054 - Acceptable - Concrete stairs on WS slope. Stairs cut up to 10-in into levee prism. Permit 16827.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 55 of 141 ends

Inspect ID: 2023-0054
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.659659, -121.464168
GPS Coordinates End:

Caption: 0054 - Acceptable - Concrete stairs on WS slope. Stairs cut up to 10-in into levee prism. Permit 16827.

Inspect ID: 2023-0017
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.659496, -121.464303
GPS Coordinates End:

Caption: 0017 - Unacceptable - 2-ft by 3-ft drop inlet with steel grate at LS toe. 6-in angular rock surrounds the inlet. Rocks appear to be used to filter debris. Unknown if pipe crosses through levee. Appears to be on City of Sacramento property. May negatively impact the levee. Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 56 of 141 ends

Inspect ID: 2023-0017
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.659496, -121.464303
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 57 of 141 ends

Inspect ID: 2023-0148
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.659504, -121.464339
GPS Coordinates End: 38.659679, -121.463833
Caption: 0148 - Acceptable - Retaining wall at lower LS slope and toe. May be related to pump station identified in LIS 2023-0062. Constructed as part of the North Area Local Project and subsequently permitted under permit 16033. Shown in As-Built AM04-0625, Sheet SP-1.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 58 of 141 ends

Inspect ID: 2023-0014
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.659527, -121.464607
GPS Coordinates End:

Caption: 0014 - Minimally Acceptable - Wooden pedestrian ramp laid onto LS levee slope. Cuts less than 1-ft into levee prism. Does not inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0044
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.65907, -121.466085
GPS Coordinates End:

Caption: 0044 - Acceptable - Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet L-3.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 59 of 141 ends

Inspect ID: 2023-0060
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.659005, -121.466104
GPS Coordinates End:

Caption: 0060 - Unacceptable - High voltage overhead utility lines cross levee with more than 25-ft. of vertical clearance. Utility pole with guy wire in WS slope. Utility pole on LS more than 15-ft from toe. Pole on WS may negatively impact the levee or inhibit operations. No permit found. Not shown in as-built drawings.

Inspect ID: 2023-0060
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.659005, -121.466104
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 60 of 141 ends

Inspect ID: 2023-0012
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.65889, -121.466107
GPS Coordinates End:

Caption: 0012 - Acceptable - LMA owned pipe gate at LS levee toe. Prevents unauthorized access from Kelton Way.

Inspect ID: 2023-0168
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.659012, -121.46623
GPS Coordinates End:

Caption: 0168 - Minimally Acceptable - Additional earth fill material on WS slope and toe. Appears to be compacted. Purpose is unclear. Does not appear likely to inhibit operations or negatively impact the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 61 of 141 ends

Inspect ID: 2023-0168
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.659012, -121.46623
GPS Coordinates End:

Inspect ID: 2023-0167
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.658879, -121.466275
GPS Coordinates End:

Caption: 0167 - Acceptable - Gravel paved fill access ramp on LS slope. Ramp is for access to Kelton way. Shown in As-Built AM-04-0625, Sheet L-3.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 62 of 141 ends

Inspect ID: 2023-0164
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.657959, -121.469123
GPS Coordinates End:

Caption: 0164 - Minimally Acceptable - Small pile of sandbags on crown. Does not appear likely to inhibit operations or negatively impact the levee.

Inspect ID: 2023-0009
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.657561, -121.469845
GPS Coordinates End:

Caption: 0009 - Unacceptable - Drop inlet with steel grate 15-ft from LS toe. Inlet box is 3-ft by 4-ft. Manhole cover about 8-ft from drop inlet. Stormdrain pipe connects to drop inlet. Alignment of underground pipes unknown. May negatively impact the levee.

Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 63 of 141 ends

Inspect ID: 2023-0009
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.657561, -121.469845
GPS Coordinates End:

Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0009
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.657561, -121.469845
GPS Coordinates End:

Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 64 of 141 ends

Inspect ID: 2023-0153
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.657306, -121.472624
GPS Coordinates End: 38.657471, -121.474652
Caption: 0153 - Unacceptable - Barbed wire fence within 15-ft of WS toe. Fence may run longer, but dense vegetation inhibits further inspection. May inhibit operations. Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 65 of 140 ends

Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.65738, -121.472991
GPS Coordinates End:

Caption: 0003 - Minimally Acceptable - Gravel covered fill access ramp on WS slope.

Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 66 of 140 ends

Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.65738, -121.472991
GPS Coordinates End:

Caption: 0003 - Minimally Acceptable - Gravel covered fill access ramp on WS slope.

Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0055
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.657219, -121.473093
GPS Coordinates End:

Caption: 0055 - Minimally Acceptable - Two gravel paved fill access ramps on LS slope. West ramp is 20-ft wide, east ramp is 10-ft wide. No permit found. Not shown in as-built drawings.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 67 of 140 ends

Inspect ID: 2023-0160
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.657505, -121.473135
GPS Coordinates End:

Caption: 0160 - Minimally Acceptable - Pipe gate and sign within 15-ft of WS toe.

Related to fence in LIS 2023-0014. Does not inhibit operations. Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0160
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.657505, -121.473135
GPS Coordinates End:

Caption: 0160 - Minimally Acceptable - Pipe gate and sign within 15-ft of WS toe.

Related to fence in LIS 2023-0014. Does not inhibit operations. Not shown in as-built drawings. No permit found.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 68 of 140 ends

Inspect ID: 2023-0154
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.657522, -121.474116
GPS Coordinates End:

Caption: 0154 - Minimally Acceptable - Metal pipe gate within 15-ft of WS toe.

Associated with fence in LIS 2023-0014. Does not inhibit operations. Not shown in asbuilt drawings. No permit found.

Inspect ID: 2023-0001
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.657281, -121.474417
GPS Coordinates End:

Caption: 0001 - Acceptable - LMA Pipe access gate on LS ramp with pipe fencing along ramp. Inhibits unauthorized access to railroad crossing.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 69 of 140 ends

Inspect ID: 2023-0053
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.657311, -121.474482
GPS Coordinates End:

Caption: 0053 - Minimally Acceptable - Gravel covered fill access ramp from LS crown to LS toe. No permit found. Not shown in as-built drawings.

Inspect ID: 2023-0053
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.657311, -121.474482
GPS Coordinates End:

Caption: 0053 - Minimally Acceptable - Gravel covered fill access ramp from LS crown to LS toe. No permit found. Not shown in as-built drawings.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 70 of 140 ends

Inspect ID: 2023-0051
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.65749, -121.474471
GPS Coordinates End:

Caption: 0051 - Unacceptable - 2-ft CMP crossing levee. 8-ft by 8-ft concrete structure at WS hinge with 30-in steel cover and four bollards. Per as-built, slide gate inside steel cover. Unable to locate LS and WS outlets in 2023. Shown in As-Built 01-04-0392, Sheet 8, Station 396+65. Per As-Built 01-03-0392, Sheet 20, two corrugated metal cutoff walls were placed around the pipe and there is a flap gate at the WS end. No video inspection available. DSID 24092.

Inspect ID: 2023-0051
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.65749, -121.474471
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 71 of 140 ends

Inspect ID: 2023-0008
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657378, -121.474502
GPS Coordinates End:

Caption: 0008 - Acceptable - Railroad tracks cross levee 15-ft below crown elevation.

Road signage associated with railroad tracks at LS toe. Related to closure structure in LIS 2023_0050. Shown on As-Built 01-04-0392, sheet 8.

Inspect ID: 2023-0008
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657378, -121.474502
GPS Coordinates End:

Caption: 0008 - Acceptable - Railroad tracks cross levee 15-ft below crown elevation.

Road signage associated with railroad tracks at LS toe. Related to closure structure in LIS 2023_0050. Shown on As-Built 01-04-0392, sheet 8.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 72 of 140 ends

Inspect ID: 2023-0008
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657378, -121.474502
GPS Coordinates End:

Caption: 0008 - Acceptable - Railroad tracks cross levee 15-ft below crown elevation.

Road signage associated with railroad tracks at LS toe. Related to closure structure in LIS 2023_0050. Shown on As-Built 01-04-0392, sheet 8.

Inspect ID: 2023-0008
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657378, -121.474502
GPS Coordinates End:

Caption: 0008 - Acceptable - Railroad tracks cross levee 15-ft below crown elevation.

Road signage associated with railroad tracks at LS toe. Related to closure structure in LIS 2023_0050. Shown on As-Built 01-04-0392, sheet 8.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 73 of 140 ends

Inspect ID: 2023-0006
Feature Details: Levee Embankments - Encroachments - Waterside Toe GPS Coordinates Start: 38.657441, -121.474597
GPS Coordinates End:

Caption: 0006 - Minimally Acceptable - Wooden fence and river gage at WS toe. Does not inhibit operations. Not shown in as-built drawings. No permit found.

Inspect ID: 2023-0004
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657441, -121.474672
GPS Coordinates End:

Caption: 0004 - Unacceptable - Homeless encampments and various debris on WS hinge, WS toe, and at and within 15-ft of LS toe. Debris includes tarps, tents, wood pallets, and trash. May inhibit operations.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 74 of 140 ends

Inspect ID: 2023-0004
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657441, -121.474672
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 75 of 140 ends

Inspect ID: 2023-0004
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657441, -121.474672
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 76 of 140 ends

Inspect ID: 2023-0004
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.657441, -121.474672
GPS Coordinates End:

Inspect ID: 2023-0011
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666728, -121.451158
GPS Coordinates End:

Caption: 0011 - Unacceptable - 6-in diameter communication conduit penetrates levee on WS. Conduit attached to bridge and extends across channel. No evidence of conduit on LS. May negatively impact the levee. No permit found. Not shown in as-built drawings. DSID 24824.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 77 of 140 ends

Inspect ID: 2023-0011
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666728, -121.451158
GPS Coordinates End:

Inspect ID: 2023-0110
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.666727, -121.450843
GPS Coordinates End:

Caption: 0110 - Minimally Acceptable - Asphalt paved fill access ramp at LS toe. No permit found. Not shown in as-built drawings.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 78 of 140 ends

Inspect ID: 2023-0102
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.666951, -121.451063
GPS Coordinates End:

Caption: 0102 - Unacceptable - Overhead lines crossing levee crown with at least 25-ft of clearance. Utility pole with two guy wires on WS slope. No permit found. Not shown in as-built drawings. May inhibit operations and negatively impact the levee.

Inspect ID: 2023-0102
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.666951, -121.451063
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 79 of 140 ends

Inspect ID: 2023-0144
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.668118, -121.438569
GPS Coordinates End:

Caption: 0144 - Minimally Acceptable - Overhead lines crossing non-project levee (Permit 17980) crown with at least 25-ft of clearance. Associated utility pole with guy wire on WS hinge. Unclear if pole is within federal project easement.

Inspect ID: 2023-0144
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.668118, -121.438569
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 80 of 140 ends

Inspect ID: 2023-0146
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.668118, -121.438507
GPS Coordinates End:

Caption: 0146 - Acceptable - Non-project levee (Permit 17980) segment ends at Dry Creek Rd. Dry Creek Rd. crosses levee crown at grade. Concrete bridge with foundation elements on WS.

Inspect ID: 2023-0187
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.666936, -121.451134
GPS Coordinates End:

Caption: 0187 - Unacceptable - 4-in communication conduit penetrates levee on WS.

Conduit attached to east side of Rio Linda Ave. bridge and extends across channel. No evidence of conduit on LS. Permit not found. May negatively impact the levee. DSID 24824.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

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Inspect ID: 2023-0025
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.668123, -121.438474
GPS Coordinates End:

Caption: 0025 - Minimally Acceptable - 15-in diameter pipe crosses non-project levee (Permit 17980) less than 1-ft under crown. Culvert inlet on LS more than 15-ft from LS toe. Culvert outlets to small ditch adjacent to Dry Creek Rd. on LS. Small ditch leads to 15-in diameter culvert on WS hinge. 15-in diameter culvert discharges into channel on WS.

Inspect ID: 2023-0025
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.668123, -121.438474
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 82 of 140 ends

Inspect ID: 2023-0025
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.668123, -121.438474
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 83 of 140 ends

Inspect ID: 2023-0159
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.668103, -121.43854
GPS Coordinates End:

Caption: 0159 - Acceptable - Metal access gate on levee crown and rails along WS hinge. Inhibits unauthorized access from Dry Creek road.

Inspect ID: 2023-0159
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.668103, -121.43854
GPS Coordinates End:

Caption: 0159 - Acceptable - Metal access gate on levee crown and rails along WS hinge. Inhibits unauthorized access from Dry Creek road.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 84 of 140 ends

Inspect ID: 2023-0048
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668123, -121.440009
GPS Coordinates End:

Caption: 0048 - Unacceptable - 24-in concrete pipe through the levee. Headwall structure with flapgate on WS bank. 6-ft by 6-ft concrete vault on WS hinge housing a slide gate. 3-ft by 4-ft drop inlet with steel grate on LS hinge. Permit 17980. DSID 24390. No video inspection available.

Inspect ID: 2023-0048
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668123, -121.440009
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 85 of 140 ends

Inspect ID: 2023-0048
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668123, -121.440009
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 86 of 140 ends

Inspect ID: 2023-0048
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668123, -121.440009
GPS Coordinates End:

Inspect ID: 2023-0049
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.668113, -121.442106
GPS Coordinates End: 38.66807, -121.438491
Caption: 0049 - Minimally Acceptable - Chainlink and wooden fence within 5-ft of non-project levee (Permit 17980) LS toe. Unclear if fence is within federal project easement.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 87 of 140 ends

Inspect ID: 2023-0193
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666932, -121.451217
GPS Coordinates End:

Caption: 0193 - Acceptable - Rio Linda Blvd crosses levee with concrete bridge on WS. Guard rails supported on concrete side barriers on either side of the bridge. Bridge foundation elements on WS slope and bank. Road ramps down on landside. Crossing height appears to be lower than levee crown. Closure is provided by floodwalls and concrete side-barriers on both sides of bridge. Shown in As-Built 01-04-0392, sheet 10 as Marysville Rd.

Inspect ID: 2023-0193
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666932, -121.451217
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 88 of 140 ends

Inspect ID: 2023-0193
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.666932, -121.451217
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 89 of 140 ends

Inspect ID: 2023-0150
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.668176, -121.44188
GPS Coordinates End: 38.668101, -121.438436
Caption: 0150 - Acceptable - Non-project levee ties into federal levee, extending east towards Dry Creek Road. Permit 17980.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 90 of 140 ends

Inspect ID: 2023-0120
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.668288, -121.446456
GPS Coordinates End:

Caption: 0120 - Minimally Acceptable - Tree clippings and various tree debris are scattered on the WS slope, toe, and within 15-ft of the WS toe. Does not appear likely to inhibit operations or negatively impact the levee.

Inspect ID: 2023-0041
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.667957, -121.447278
GPS Coordinates End:

Caption: 0041 - Acceptable - Gravel paved fill access ramp on LS slope. Shown in AsBuilt AM-04-0625, Sheet L-8.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 91 of 140 ends

Inspect ID: 2023-0041
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.667957, -121.447278
GPS Coordinates End:

Caption: 0041 - Acceptable - Gravel paved fill access ramp on LS slope. Shown in AsBuilt AM-04-0625, Sheet L-8.

Inspect ID: 2023-0155
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.667751, -121.447196
GPS Coordinates End: 38.668115, -121.442224
Caption: 0155 - Unacceptable - Drainage ditch 10-ft from LS toe. 4-ft wide, 1-ft deep.

Ditch has a couple inches of standing water. Ditch crosses beneath LS access ramp near Sacramento Northern Bike Trail with 24-in diameter CMP culvert. Culvert is more than 15-ft from LS toe. No permit found. Not shown in as-built drawings. May negatively impact the levee.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 92 of 140 ends

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 93 of 140 ends

Inspect ID: 2023-0019
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668152, -121.447449
GPS Coordinates End:

Caption: 0019 - Unacceptable - 3-in diameter conduit attached to east side of Sacramento Northern Bike Trail bridge. One end is submerged in the channel, the other end extends to 12-in diameter stand pipe. Does not appear to penetrate levee prism. Per LMA, purpose is unclear. No permit found. Not shown in as-built drawings. May negatively impact the levee or inhibit operations.

Inspect ID: 2023-0019
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668152, -121.447449
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 94 of 140 ends

Inspect ID: 2023-0019
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668152, -121.447449
GPS Coordinates End:

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 95 of 140 ends

Inspect ID: 2023-0019
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668152, -121.447449
GPS Coordinates End:

Inspect ID: 2023-0084
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.668154, -121.447459
GPS Coordinates End:

Caption: 0084 - Minimally Acceptable - Asphalt paved Sacramento Northern Bike Trail crosses levee at grade. Bike trail ramps down from crown on both sides of levee.

Concrete bridge on WS crosses canal. Bridge foundation elements on WS bank.

Identified in As-built 01-04-0392, sheet 9 as Sacramento Northern Railway, however crossing no longer meets as-built conditions.

Photos
Levee Inspection Report
American River FCD - Units 6 and 8, Dry Creek left bank Photos

Page 96 of 140 ends