Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0080
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.625857, -121.449606
GPS Coordinates End:
Caption: 0080 - Minimally Acceptable - More than 25% of sod cover missing on LS slope for approximately 50-ft. Erosion rills up to 1-in deep and 10-ft in length observed on slope.
Inspect ID: 2023-0068
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.625192, -121.454769
GPS Coordinates End:
Caption: 0068 - Acceptable - Series of erosion rills on LS slope. Rills are up to 2-in deep. Surface runoff protection appears to cover approximately 80% of the slope at this location.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0068
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.625192, -121.454769
GPS Coordinates End:
Caption: 0068 - Acceptable - Series of erosion rills on LS slope. Rills are up to 2-in deep. Surface runoff protection appears to cover approximately 80% of the slope at this location.
Inspect ID: 2023-0036
Feature Details: Levee Embankments - Sod Cover - Landside GPS Coordinates Start: 38.624501, -121.459855
GPS Coordinates End:
Caption: 0036 - Minimally Acceptable - Erosion rills just greater than 3-in deep at LS hinge and slope. Surface runoff protection appears to cover approximately 100% of the slope at this location.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0036
Feature Details: Levee Embankments - Sod Cover - Landside GPS Coordinates Start: 38.624501, -121.459855
GPS Coordinates End:
Caption: 0036 - Minimally Acceptable - Erosion rills just greater than 3-in deep at LS hinge and slope. Surface runoff protection appears to cover approximately 100% of the slope at this location.
Inspect ID: 2023-0035
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.624417, -121.460016
GPS Coordinates End:
Caption: 0035 - Acceptable - Minor rilling up to 2-in deep present on LS slope.
Surface runoff protection appears to cover approximately 100% of the slope at this location.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0035
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.624417, -121.460016
GPS Coordinates End:
Caption: 0035 - Acceptable - Minor rilling up to 2-in deep present on LS slope.
Surface runoff protection appears to cover approximately 100% of the slope at this location.
Inspect ID: 2023-0008
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.620665, -121.467132
GPS Coordinates End:
Caption: 0008 - Minimally Acceptable - 100% of sod cover on LS slope missing for approximately 20-ft. Minor erosion rills just less than 3-in deep observed on slope.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0008
Feature Details: Levee Embankments - Sod Cover - Landside Slope GPS Coordinates Start: 38.620665, -121.467132
GPS Coordinates End:
Caption: 0008 - Minimally Acceptable - 100% of sod cover on LS slope missing for approximately 20-ft. Minor erosion rills just less than 3-in deep observed on slope.
Inspect ID: 2023-0232
Feature Details: Levee Embankments - Sod Cover - Slopes and Crown GPS Coordinates Start: 38.620453, -121.467643
GPS Coordinates End:
Caption: 0232 - Acceptable - More than 50% sod cover missing on WS and LS slopes, adjacent to RR stop log closure structure. Missing sod cover extends for approximately 10-ft. Minor erosion rills just less than 3-in deep observed on slopes.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0232
Feature Details: Levee Embankments - Sod Cover - Slopes and Crown GPS Coordinates Start: 38.620453, -121.467643
GPS Coordinates End:
Caption: 0232 - Acceptable - More than 50% sod cover missing on WS and LS slopes, adjacent to RR stop log closure structure. Missing sod cover extends for approximately 10-ft. Minor erosion rills just less than 3-in deep observed on slopes.
Inspect ID: 2023-0232
Feature Details: Levee Embankments - Sod Cover - Slopes and Crown GPS Coordinates Start: 38.620453, -121.467643
GPS Coordinates End:
Caption: 0232 - Acceptable - More than 50% sod cover missing on WS and LS slopes, adjacent to RR stop log closure structure. Missing sod cover extends for approximately 10-ft. Minor erosion rills just less than 3-in deep observed on slopes.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0232
Feature Details: Levee Embankments - Sod Cover - Slopes and Crown GPS Coordinates Start: 38.620453, -121.467643
GPS Coordinates End:
Caption: 0232 - Acceptable - More than 50% sod cover missing on WS and LS slopes, adjacent to RR stop log closure structure. Missing sod cover extends for approximately 10-ft. Minor erosion rills just less than 3-in deep observed on slopes.
Inspect ID: 2023-0210
Feature Details: Levee Embankments - Sod Cover - Waterside Slope GPS Coordinates Start: 38.627681, -121.432337
GPS Coordinates End:
Caption: 0210 - Acceptable - Erosion rills on WS slope, up to 1-in deep and 20-ft in length. 100% of sod cover missing for approximately 10-ft at this location.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0245
Feature Details: Levee Embankments - Sod Cover - Waterside GPS Coordinates Start: 38.626366, -121.445736
GPS Coordinates End:
Caption: 0245 - Acceptable - Erosion rill on WS access ramp, just under 3-in deep and 20-ft in length. Surface runoff protection appears to cover approximately 100% of the ramp at this location.
Inspect ID: 2023-0259
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.62838, -121.436155
GPS Coordinates End:
Caption: 0259 - Acceptable - Asphalt and gravel paved fill access ramp on LS slope.
Ramp is previous alignment of North Levee as shown in As-Built 01-04-0392, Sheet 6, Station A 99+05.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0259
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.62838, -121.436155
GPS Coordinates End:
Caption: 0259 - Acceptable - Asphalt and gravel paved fill access ramp on LS slope.
Ramp is previous alignment of North Levee as shown in As-Built 01-04-0392, Sheet 6, Station A 99+05.
Inspect ID: 2023-0257
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.62837, -121.436191
GPS Coordinates End:
Caption: 0257 - Unacceptable - Homeless encampments with various debris and trash on crown and slopes. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0257
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.62837, -121.436191
GPS Coordinates End:
Caption: 0257 - Unacceptable - Homeless encampments with various debris and trash on crown and slopes. Debris includes various scrap metal and wood. May inhibit operations.
Inspect ID: 2023-0257
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.62837, -121.436191
GPS Coordinates End:
Caption: 0257 - Unacceptable - Homeless encampments with various debris and trash on crown and slopes. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0257
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.62837, -121.436191
GPS Coordinates End:
Caption: 0257 - Unacceptable - Homeless encampments with various debris and trash on crown and slopes. Debris includes various scrap metal and wood. May inhibit operations.
Inspect ID: 2023-0181
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.628361, -121.436132
GPS Coordinates End:
Caption: 0181 - Acceptable - Pipe gate at LS levee access point with fence. Gate inhibits unauthorized access from Rivera Dr.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0181
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.628361, -121.436132
GPS Coordinates End:
Caption: 0181 - Acceptable - Pipe gate at LS levee access point with fence. Gate inhibits unauthorized access from Rivera Dr.
Inspect ID: 2023-0180
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.628361, -121.43613
GPS Coordinates End:
Caption: 0180 - Not Applicable - Facility to north of levee is local water supply treatment per City of Sacramento technician. Facility is more than 15-ft from the LS toe.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0180
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.628361, -121.43613
GPS Coordinates End:
Caption: 0180 - Not Applicable - Facility to north of levee is local water supply treatment per City of Sacramento technician. Facility is more than 15-ft from the LS toe.
Inspect ID: 2023-0113
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628394, -121.437432
GPS Coordinates End:
Caption: 0113 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet structure with steel grate in place at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Shown in As-Built 01-04-0392, Sheet 6, Station A 96+00. Permit 19127. DSID 24375. Video inspected January 2020; PACP LoF Grade
4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0113
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628394, -121.437432
GPS Coordinates End:
Caption: 0113 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet structure with steel grate in place at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Shown in As-Built 01-04-0392, Sheet 6, Station A 96+00. Permit 19127. DSID 24375. Video inspected January 2020; PACP LoF Grade
4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Inspect ID: 2023-0113
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628394, -121.437432
GPS Coordinates End:
Caption: 0113 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet structure with steel grate in place at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Shown in As-Built 01-04-0392, Sheet 6, Station A 96+00. Permit 19127. DSID 24375. Video inspected January 2020; PACP LoF Grade
4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0113
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628394, -121.437432
GPS Coordinates End:
Caption: 0113 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet structure with steel grate in place at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Shown in As-Built 01-04-0392, Sheet 6, Station A 96+00. Permit 19127. DSID 24375. Video inspected January 2020; PACP LoF Grade
4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Inspect ID: 2023-0111
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.62838, -121.437735
GPS Coordinates End:
Caption: 0111 - Minimally Acceptable - Previous inspection identified: 12-in high concrete wall for retaining property fill behind fence 10-ft from LS toe. In 2023:
majority of retaining wall has been removed. A 4-ft long section remains. Wall does not appear to cut into projected levee prism. Does not inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0111
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.62838, -121.437735
GPS Coordinates End:
Caption: 0111 - Minimally Acceptable - Previous inspection identified: 12-in high concrete wall for retaining property fill behind fence 10-ft from LS toe. In 2023:
majority of retaining wall has been removed. A 4-ft long section remains. Wall does not appear to cut into projected levee prism. Does not inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found.
Inspect ID: 2023-0174
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.628333, -121.438454
GPS Coordinates End:
Caption: 0174 - Acceptable - Overhead lines crossing levee crown with greater than 25-ft of clearance. Utility towers are beyond 15-ft from levee toes. Shown in As-Built 01-04-0392, Sheet 6, approximately station A 90+00.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0174
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.628333, -121.438454
GPS Coordinates End:
Caption: 0174 - Acceptable - Overhead lines crossing levee crown with greater than 25-ft of clearance. Utility towers are beyond 15-ft from levee toes. Shown in As-Built 01-04-0392, Sheet 6, approximately station A 90+00.
Inspect ID: 2023-0103
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628107, -121.439507
GPS Coordinates End:
Caption: 0103 - Acceptable - 24-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe.
Shown in As-Built 01-04-0392, Sheet 6, Station A 90+69. Permit 19126. DSID 24373.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0103
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628107, -121.439507
GPS Coordinates End:
Caption: 0103 - Acceptable - 24-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe.
Shown in As-Built 01-04-0392, Sheet 6, Station A 90+69. Permit 19126. DSID 24373.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0103
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628107, -121.439507
GPS Coordinates End:
Caption: 0103 - Acceptable - 24-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe.
Shown in As-Built 01-04-0392, Sheet 6, Station A 90+69. Permit 19126. DSID 24373.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0103
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628107, -121.439507
GPS Coordinates End:
Caption: 0103 - Acceptable - 24-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe.
Shown in As-Built 01-04-0392, Sheet 6, Station A 90+69. Permit 19126. DSID 24373.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0096
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627765, -121.4415
GPS Coordinates End:
Caption: 0096 - Acceptable - 24-in pipe crosses levee. 2-ft by 3-ft concrete drop inlet at LS toe half filled with debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown on As-Built 01-04-0392, Sheet 6, Station A 84+62. Permit 12886, 19128. UCIP 24372.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0096
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627765, -121.4415
GPS Coordinates End:
Caption: 0096 - Acceptable - 24-in pipe crosses levee. 2-ft by 3-ft concrete drop inlet at LS toe half filled with debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown on As-Built 01-04-0392, Sheet 6, Station A 84+62. Permit 12886, 19128. UCIP 24372.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0096
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627765, -121.4415
GPS Coordinates End:
Caption: 0096 - Acceptable - 24-in pipe crosses levee. 2-ft by 3-ft concrete drop inlet at LS toe half filled with debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown on As-Built 01-04-0392, Sheet 6, Station A 84+62. Permit 12886, 19128. UCIP 24372.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0096
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627765, -121.4415
GPS Coordinates End:
Caption: 0096 - Acceptable - 24-in pipe crosses levee. 2-ft by 3-ft concrete drop inlet at LS toe half filled with debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown on As-Built 01-04-0392, Sheet 6, Station A 84+62. Permit 12886, 19128. UCIP 24372.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0096
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627765, -121.4415
GPS Coordinates End:
Caption: 0096 - Acceptable - 24-in pipe crosses levee. 2-ft by 3-ft concrete drop inlet at LS toe half filled with debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown on As-Built 01-04-0392, Sheet 6, Station A 84+62. Permit 12886, 19128. UCIP 24372.
Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0094
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627753, -121.441633
GPS Coordinates End:
Caption: 0094 - Minimally Acceptable - Utility lines cross over the levee with more than 25-ft of vertical clearance. LS pole just over 15-ft from LS toe. WS pole more than 15-ft from WS toe. Not shown in as-built drawing. No permit found. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0094
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627753, -121.441633
GPS Coordinates End:
Caption: 0094 - Minimally Acceptable - Utility lines cross over the levee with more than 25-ft of vertical clearance. LS pole just over 15-ft from LS toe. WS pole more than 15-ft from WS toe. Not shown in as-built drawing. No permit found. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0094
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627753, -121.441633
GPS Coordinates End:
Caption: 0094 - Minimally Acceptable - Utility lines cross over the levee with more than 25-ft of vertical clearance. LS pole just over 15-ft from LS toe. WS pole more than 15-ft from WS toe. Not shown in as-built drawing. No permit found. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0019
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627768, -121.441646
GPS Coordinates End:
Caption: 0019 - Unacceptable - Gas line marker on WS hinge indicates 4-in gas line crosses under the levee and channel. No LS features within 15-ft of LS toe observed.
No pressure test or documentation to show the pipeline is in compliance with 49 CFR Part 192. Permit 2202. DSID 24814.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0144
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.627813, -121.442352
GPS Coordinates End:
Caption: 0144 - Unacceptable - Brick retaining wall cuts into LS toe up to 20-in into levee prism. Four 2-in diameter poles near top of retaining well. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Inspect ID: 2023-0144
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.627813, -121.442352
GPS Coordinates End:
Caption: 0144 - Unacceptable - Brick retaining wall cuts into LS toe up to 20-in into levee prism. Four 2-in diameter poles near top of retaining well. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0144
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.627813, -121.442352
GPS Coordinates End:
Caption: 0144 - Unacceptable - Brick retaining wall cuts into LS toe up to 20-in into levee prism. Four 2-in diameter poles near top of retaining well. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Inspect ID: 2023-0248
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.627364, -121.443668
GPS Coordinates End:
Caption: 0248 - Minimally Acceptable - Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0081
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627198, -121.443798
GPS Coordinates End:
Caption: 0081 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Mostly free of debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Vault is same height as flood wall. Concrete headwall structure with trash rack and flapgate on WS slope.
Shown in As-Built 01-04-0392, Sheet 6, Station A 77+12. Permit 12886, 19129. DSID 24371. Video inspected January 2020; PACP LoF Grade 4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Inspect ID: 2023-0081
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627198, -121.443798
GPS Coordinates End:
Caption: 0081 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Mostly free of debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Vault is same height as flood wall. Concrete headwall structure with trash rack and flapgate on WS slope.
Shown in As-Built 01-04-0392, Sheet 6, Station A 77+12. Permit 12886, 19129. DSID 24371. Video inspected January 2020; PACP LoF Grade 4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0081
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627198, -121.443798
GPS Coordinates End:
Caption: 0081 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Mostly free of debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Vault is same height as flood wall. Concrete headwall structure with trash rack and flapgate on WS slope.
Shown in As-Built 01-04-0392, Sheet 6, Station A 77+12. Permit 12886, 19129. DSID 24371. Video inspected January 2020; PACP LoF Grade 4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Inspect ID: 2023-0081
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627198, -121.443798
GPS Coordinates End:
Caption: 0081 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Mostly free of debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Vault is same height as flood wall. Concrete headwall structure with trash rack and flapgate on WS slope.
Shown in As-Built 01-04-0392, Sheet 6, Station A 77+12. Permit 12886, 19129. DSID 24371. Video inspected January 2020; PACP LoF Grade 4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0081
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627198, -121.443798
GPS Coordinates End:
Caption: 0081 - Unacceptable - 24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Mostly free of debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Vault is same height as flood wall. Concrete headwall structure with trash rack and flapgate on WS slope.
Shown in As-Built 01-04-0392, Sheet 6, Station A 77+12. Permit 12886, 19129. DSID 24371. Video inspected January 2020; PACP LoF Grade 4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.
Inspect ID: 2023-0132
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.627084, -121.443982
GPS Coordinates End:
Caption: 0132 - Unacceptable - Homeless encampment with various trash and debris on WS hinge against floodwall. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0017
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626904, -121.444659
GPS Coordinates End: 38.62839, -121.436223
Caption: 0017 - Unacceptable - Several residential encroachments within 15-ft of LS toe. Encroachments include detached garages, sheds, canopy structures, old vehicles, and above ground pools. Encroachments may inhibit operations or negatively impact the levee.
Inspect ID: 2023-0017
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626904, -121.444659
GPS Coordinates End: 38.62839, -121.436223
Caption: 0017 - Unacceptable - Several residential encroachments within 15-ft of LS toe. Encroachments include detached garages, sheds, canopy structures, old vehicles, and above ground pools. Encroachments may inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0017
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626904, -121.444659
GPS Coordinates End: 38.62839, -121.436223
Caption: 0017 - Unacceptable - Several residential encroachments within 15-ft of LS toe. Encroachments include detached garages, sheds, canopy structures, old vehicles, and above ground pools. Encroachments may inhibit operations or negatively impact the levee.
Inspect ID: 2023-0017
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626904, -121.444659
GPS Coordinates End: 38.62839, -121.436223
Caption: 0017 - Unacceptable - Several residential encroachments within 15-ft of LS toe. Encroachments include detached garages, sheds, canopy structures, old vehicles, and above ground pools. Encroachments may inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0122
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.626386, -121.445753
GPS Coordinates End:
Caption: 0122 - Minimally Acceptable - Gravel paved fill access ramp on WS slope.
No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0246
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626494, -121.445898
GPS Coordinates End:
Caption: 0246 - Unacceptable - Small v-ditch within 15-ft of LS toe, approximately 2- ft deep and extends for approximately 150-ft upstream. No water observed in ditch.
May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0246
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626494, -121.445898
GPS Coordinates End:
Caption: 0246 - Unacceptable - Small v-ditch within 15-ft of LS toe, approximately 2- ft deep and extends for approximately 150-ft upstream. No water observed in ditch.
May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0246
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.626494, -121.445898
GPS Coordinates End:
Caption: 0246 - Unacceptable - Small v-ditch within 15-ft of LS toe, approximately 2- ft deep and extends for approximately 150-ft upstream. No water observed in ditch.
May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0077
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.626506, -121.445922
GPS Coordinates End: 38.628341, -121.436239
Caption: 0077 - Unacceptable - Fence line at and within 15-ft from LS toe. Includes chainlink and wooden fences. Wooden fences prevent full inspection of the LS. May inhibit operations. Not shown in as-built drawings. No permit found.
Inspect ID: 2023-0120
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.626417, -121.445881
GPS Coordinates End:
Caption: 0120 - Acceptable - Gravel paved fill access ramp on LS slope. Shown in As- Built 01-04-0392, Sheet 6, Station A 70+30.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0161
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.626424, -121.44596
GPS Coordinates End:
Caption: 0161 - Acceptable - Pipe gate across levee crown with fence on LS slope.
Inhibits unauthorized access to the levee from Rio Linda Blvd.
Inspect ID: 2023-0161
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.626424, -121.44596
GPS Coordinates End:
Caption: 0161 - Acceptable - Pipe gate across levee crown with fence on LS slope.
Inhibits unauthorized access to the levee from Rio Linda Blvd.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0160
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626321, -121.445982
GPS Coordinates End:
Caption: 0160 - Minimally Acceptable - 24-in diameter pipe crosses through the levee.
Concrete headwall inlet structure with rebar trash rack at LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge that houses slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. Video inspected January 2020; PACP LoF Grade 3.1.
Shown in As-Built 01-04-0392, Sheet 6, Station A 70+09. DSID 24370.
Inspect ID: 2023-0160
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626321, -121.445982
GPS Coordinates End:
Caption: 0160 - Minimally Acceptable - 24-in diameter pipe crosses through the levee.
Concrete headwall inlet structure with rebar trash rack at LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge that houses slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. Video inspected January 2020; PACP LoF Grade 3.1.
Shown in As-Built 01-04-0392, Sheet 6, Station A 70+09. DSID 24370.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0160
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626321, -121.445982
GPS Coordinates End:
Caption: 0160 - Minimally Acceptable - 24-in diameter pipe crosses through the levee.
Concrete headwall inlet structure with rebar trash rack at LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge that houses slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. Video inspected January 2020; PACP LoF Grade 3.1.
Shown in As-Built 01-04-0392, Sheet 6, Station A 70+09. DSID 24370.
Inspect ID: 2023-0160
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626321, -121.445982
GPS Coordinates End:
Caption: 0160 - Minimally Acceptable - 24-in diameter pipe crosses through the levee.
Concrete headwall inlet structure with rebar trash rack at LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge that houses slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. Video inspected January 2020; PACP LoF Grade 3.1.
Shown in As-Built 01-04-0392, Sheet 6, Station A 70+09. DSID 24370.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0157
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626312, -121.44605
GPS Coordinates End:
Caption: 0157 - Unacceptable - 4.5-in conduit/pipe penetrates levee on WS and attached to east side of Rio Linda Blvd Bridge. May be associated with small electrical vault on WS hinge. Alignment of underground pipes unknown. May negatively impact the levee. No permit found. Not shown on as-built drawings.
Inspect ID: 2023-0157
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626312, -121.44605
GPS Coordinates End:
Caption: 0157 - Unacceptable - 4.5-in conduit/pipe penetrates levee on WS and attached to east side of Rio Linda Blvd Bridge. May be associated with small electrical vault on WS hinge. Alignment of underground pipes unknown. May negatively impact the levee. No permit found. Not shown on as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0155
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626261, -121.44616
GPS Coordinates End:
Caption: 0155 - Acceptable - Rio Linda Blvd crosses levee slightly below grade and over channel. Concrete bridge on WS. Abutment on slope. 12 piers at WS toe. Road ramps down on LS. Shown on As-Built 01-04-0392, Sheet 6, Station A 67+57. Permit 14382. Bridge closure structures identified in LIS 2023-0116.
Inspect ID: 2023-0155
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626261, -121.44616
GPS Coordinates End:
Caption: 0155 - Acceptable - Rio Linda Blvd crosses levee slightly below grade and over channel. Concrete bridge on WS. Abutment on slope. 12 piers at WS toe. Road ramps down on LS. Shown on As-Built 01-04-0392, Sheet 6, Station A 67+57. Permit 14382. Bridge closure structures identified in LIS 2023-0116.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0155
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626261, -121.44616
GPS Coordinates End:
Caption: 0155 - Acceptable - Rio Linda Blvd crosses levee slightly below grade and over channel. Concrete bridge on WS. Abutment on slope. 12 piers at WS toe. Road ramps down on LS. Shown on As-Built 01-04-0392, Sheet 6, Station A 67+57. Permit 14382. Bridge closure structures identified in LIS 2023-0116.
Inspect ID: 2023-0156
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626323, -121.446356
GPS Coordinates End:
Caption: 0156 - Unacceptable - 8-in water pipe crosses through levee and attached to the west side of Rio Linda Blvd Bridge. Pipe crosses over channel. Concrete vault housing control valve on LS more than 15-ft from toe. No pipe integrity test available.
Permit 14787, 4787-1. DSID 24445.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0156
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626323, -121.446356
GPS Coordinates End:
Caption: 0156 - Unacceptable - 8-in water pipe crosses through levee and attached to the west side of Rio Linda Blvd Bridge. Pipe crosses over channel. Concrete vault housing control valve on LS more than 15-ft from toe. No pipe integrity test available.
Permit 14787, 4787-1. DSID 24445.
Inspect ID: 2023-0156
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626323, -121.446356
GPS Coordinates End:
Caption: 0156 - Unacceptable - 8-in water pipe crosses through levee and attached to the west side of Rio Linda Blvd Bridge. Pipe crosses over channel. Concrete vault housing control valve on LS more than 15-ft from toe. No pipe integrity test available.
Permit 14787, 4787-1. DSID 24445.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0074
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.626212, -121.446309
GPS Coordinates End:
Caption: 0074 - Unacceptable - Street light on WS hinge. Not shown in as-built drawings. No permit found. May inhibit operations or negatively impact the levee.
Inspect ID: 2023-0243
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.62625, -121.446331
GPS Coordinates End:
Caption: 0243 - Acceptable - Overhead lines crossing levee crown with at least 25-ft of clearance. Associated utility pole with guy wire on WS hinge. Shown in As-Built 01- 04-0392, Sheet 6, approximately station A 69+00.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0243
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.62625, -121.446331
GPS Coordinates End:
Caption: 0243 - Acceptable - Overhead lines crossing levee crown with at least 25-ft of clearance. Associated utility pole with guy wire on WS hinge. Shown in As-Built 01- 04-0392, Sheet 6, approximately station A 69+00.
Inspect ID: 2023-0244
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626191, -121.446319
GPS Coordinates End:
Caption: 0244 - Unacceptable - 5-in conduit attached to Rio Linda Blvd. bridge deck penetrates levee on the WS. MCI electrical vaults on WS hinge. May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0244
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626191, -121.446319
GPS Coordinates End:
Caption: 0244 - Unacceptable - 5-in conduit attached to Rio Linda Blvd. bridge deck penetrates levee on the WS. MCI electrical vaults on WS hinge. May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0102
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.626178, -121.446357
GPS Coordinates End:
Caption: 0102 - Unacceptable - Homeless encampment with various debris and trash under Rio Linda Blvd. bridge on WS slope. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0102
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.626178, -121.446357
GPS Coordinates End:
Caption: 0102 - Unacceptable - Homeless encampment with various debris and trash under Rio Linda Blvd. bridge on WS slope. May inhibit operations.
Inspect ID: 2023-0098
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.626264, -121.446427
GPS Coordinates End:
Caption: 0098 - Minimally Acceptable - Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0241
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.626233, -121.44642
GPS Coordinates End:
Caption: 0241 - Acceptable - Pipe fence on crown and pipe fence at top of LS access ramp with metal fencing on WS hinge and down LS slope. Inhibits unauthorized access from Rio Linda Blvd.
Inspect ID: 2023-0241
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.626233, -121.44642
GPS Coordinates End:
Caption: 0241 - Acceptable - Pipe fence on crown and pipe fence at top of LS access ramp with metal fencing on WS hinge and down LS slope. Inhibits unauthorized access from Rio Linda Blvd.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0241
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.626233, -121.44642
GPS Coordinates End:
Caption: 0241 - Acceptable - Pipe fence on crown and pipe fence at top of LS access ramp with metal fencing on WS hinge and down LS slope. Inhibits unauthorized access from Rio Linda Blvd.
Inspect ID: 2023-0072
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626279, -121.446543
GPS Coordinates End:
Caption: 0072 - Unacceptable - 36-in diameter manhole on LS ramp slope. Per UCIP, 8-in sewer pipe crosses through levee at this location. Not shown in as-built drawings.
No permit found. May negatively impact the levee. No pipe integrity test available.
DSID 24553.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0072
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.626279, -121.446543
GPS Coordinates End:
Caption: 0072 - Unacceptable - 36-in diameter manhole on LS ramp slope. Per UCIP, 8-in sewer pipe crosses through levee at this location. Not shown in as-built drawings.
No permit found. May negatively impact the levee. No pipe integrity test available.
DSID 24553.
Inspect ID: 2023-0069
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625913, -121.447189
GPS Coordinates End:
Caption: 0069 - Unacceptable - 24-in diameter pipe crosses through levee. Concrete headwall inlet structure with rebar trash rack at LS toe. Trash and debris at inlet. Debris has facilitated water ponding resulting in erosion near LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge housing slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. No video inspection available. Shown in As-Built 01-04- 0392, Sheet 6, Station A 65+73. DSID 24368.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0069
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625913, -121.447189
GPS Coordinates End:
Caption: 0069 - Unacceptable - 24-in diameter pipe crosses through levee. Concrete headwall inlet structure with rebar trash rack at LS toe. Trash and debris at inlet. Debris has facilitated water ponding resulting in erosion near LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge housing slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. No video inspection available. Shown in As-Built 01-04- 0392, Sheet 6, Station A 65+73. DSID 24368.
Inspect ID: 2023-0069
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625913, -121.447189
GPS Coordinates End:
Caption: 0069 - Unacceptable - 24-in diameter pipe crosses through levee. Concrete headwall inlet structure with rebar trash rack at LS toe. Trash and debris at inlet. Debris has facilitated water ponding resulting in erosion near LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge housing slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. No video inspection available. Shown in As-Built 01-04- 0392, Sheet 6, Station A 65+73. DSID 24368.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0069
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625913, -121.447189
GPS Coordinates End:
Caption: 0069 - Unacceptable - 24-in diameter pipe crosses through levee. Concrete headwall inlet structure with rebar trash rack at LS toe. Trash and debris at inlet. Debris has facilitated water ponding resulting in erosion near LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge housing slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. No video inspection available. Shown in As-Built 01-04- 0392, Sheet 6, Station A 65+73. DSID 24368.
Inspect ID: 2023-0069
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625913, -121.447189
GPS Coordinates End:
Caption: 0069 - Unacceptable - 24-in diameter pipe crosses through levee. Concrete headwall inlet structure with rebar trash rack at LS toe. Trash and debris at inlet. Debris has facilitated water ponding resulting in erosion near LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge housing slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. No video inspection available. Shown in As-Built 01-04- 0392, Sheet 6, Station A 65+73. DSID 24368.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0240
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625986, -121.447334
GPS Coordinates End: 38.626177, -121.446706
Caption: 0240 - Minimally Acceptable - Chainlink fence 10-ft from WS toe. Does not inhibit operations or negatively impact the levee. No permit found. Not shown in as- built drawings.
Inspect ID: 2023-0240
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625986, -121.447334
GPS Coordinates End: 38.626177, -121.446706
Caption: 0240 - Minimally Acceptable - Chainlink fence 10-ft from WS toe. Does not inhibit operations or negatively impact the levee. No permit found. Not shown in as- built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0240
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625986, -121.447334
GPS Coordinates End: 38.626177, -121.446706
Caption: 0240 - Minimally Acceptable - Chainlink fence 10-ft from WS toe. Does not inhibit operations or negatively impact the levee. No permit found. Not shown in as- built drawings.
Inspect ID: 2023-0015
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625848, -121.447471
GPS Coordinates End:
Caption: 0015 - Unacceptable - Blue marker post on LS indicates water pipeline crosses the levee. Metal cage encloses what appears to be air relief valve on WS hinge.
No other features noted. No permit found. Not shown in as-built drawings. No video inspection available.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0015
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625848, -121.447471
GPS Coordinates End:
Caption: 0015 - Unacceptable - Blue marker post on LS indicates water pipeline crosses the levee. Metal cage encloses what appears to be air relief valve on WS hinge.
No other features noted. No permit found. Not shown in as-built drawings. No video inspection available.
Inspect ID: 2023-0150
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625767, -121.447545
GPS Coordinates End:
Caption: 0150 - Acceptable - Sacramento Northern Bike Trail crosses levee at grade.
Concrete bridge crosses over Arcade Creek. Bridge abutment on WS slope. Bike trail ramps down on LS. Minor crack on wingwall beneath the bridge. Shown in As-Built 01-04-0392, Sheet 6, approximate Station A 65+00, as Northern Sacramento Railway.
Railway has since been altered to the bike trail. Permit 3319.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0150
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625767, -121.447545
GPS Coordinates End:
Caption: 0150 - Acceptable - Sacramento Northern Bike Trail crosses levee at grade.
Concrete bridge crosses over Arcade Creek. Bridge abutment on WS slope. Bike trail ramps down on LS. Minor crack on wingwall beneath the bridge. Shown in As-Built 01-04-0392, Sheet 6, approximate Station A 65+00, as Northern Sacramento Railway.
Railway has since been altered to the bike trail. Permit 3319.
Inspect ID: 2023-0150
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625767, -121.447545
GPS Coordinates End:
Caption: 0150 - Acceptable - Sacramento Northern Bike Trail crosses levee at grade.
Concrete bridge crosses over Arcade Creek. Bridge abutment on WS slope. Bike trail ramps down on LS. Minor crack on wingwall beneath the bridge. Shown in As-Built 01-04-0392, Sheet 6, approximate Station A 65+00, as Northern Sacramento Railway.
Railway has since been altered to the bike trail. Permit 3319.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0148
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625645, -121.44753
GPS Coordinates End:
Caption: 0148 - Acceptable - Three metal utility conduits attached to east side of bike bridge. One 2-in diameter and two 6-in diameter conduits cross levee. Pipes lead to concrete SMUD vault on WS slope. Concrete vault with steel manhole cover and SMUD Electrical markings on LS more than 15-ft from toe. Permit 16466, 16466-1.
DSID 24447.
Inspect ID: 2023-0148
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625645, -121.44753
GPS Coordinates End:
Caption: 0148 - Acceptable - Three metal utility conduits attached to east side of bike bridge. One 2-in diameter and two 6-in diameter conduits cross levee. Pipes lead to concrete SMUD vault on WS slope. Concrete vault with steel manhole cover and SMUD Electrical markings on LS more than 15-ft from toe. Permit 16466, 16466-1.
DSID 24447.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0148
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625645, -121.44753
GPS Coordinates End:
Caption: 0148 - Acceptable - Three metal utility conduits attached to east side of bike bridge. One 2-in diameter and two 6-in diameter conduits cross levee. Pipes lead to concrete SMUD vault on WS slope. Concrete vault with steel manhole cover and SMUD Electrical markings on LS more than 15-ft from toe. Permit 16466, 16466-1.
DSID 24447.
Inspect ID: 2023-0148
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625645, -121.44753
GPS Coordinates End:
Caption: 0148 - Acceptable - Three metal utility conduits attached to east side of bike bridge. One 2-in diameter and two 6-in diameter conduits cross levee. Pipes lead to concrete SMUD vault on WS slope. Concrete vault with steel manhole cover and SMUD Electrical markings on LS more than 15-ft from toe. Permit 16466, 16466-1.
DSID 24447.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0088
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.625775, -121.447602
GPS Coordinates End:
Caption: 0088 - Acceptable - Pipe gate on crown with metal fencing down LS and WS slopes. Inhibits unauthorized access from nearby bike path.
Inspect ID: 2023-0088
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.625775, -121.447602
GPS Coordinates End:
Caption: 0088 - Acceptable - Pipe gate on crown with metal fencing down LS and WS slopes. Inhibits unauthorized access from nearby bike path.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0088
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.625775, -121.447602
GPS Coordinates End:
Caption: 0088 - Acceptable - Pipe gate on crown with metal fencing down LS and WS slopes. Inhibits unauthorized access from nearby bike path.
Inspect ID: 2023-0064
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625817, -121.44778
GPS Coordinates End:
Caption: 0064 - Unacceptable - Chainlink fence with barbed wire enclosing Sump 103 (LIS 2023-0146). A utility box, small metal shack, and communication pole within fenced area. Not shown in as-built drawings. No permit found. May negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0092
Feature Details: Levee Embankments - Encroachments - Waterside Toe GPS Coordinates Start: 38.625614, -121.447783
GPS Coordinates End:
Caption: 0092 - Unacceptable - 8-in diameter pipe with flapgate at concrete headwall structure on WS. No features observed on crown or LS. Alignment of pipe unknown.
Not identified in UCIP. May be related to pipes and Sump 103 identified in LIS 2023- 0146. No permit found. Not shown in as-built drawings. Pipe was not observed in 2009 inspection as shown in photo two. May negatively impact the levee. No video inspection available.
Inspect ID: 2023-0092
Feature Details: Levee Embankments - Encroachments - Waterside Toe GPS Coordinates Start: 38.625614, -121.447783
GPS Coordinates End:
Caption: 0092 - Unacceptable - (2009 Photo) 8-in diameter pipe with flapgate at concrete headwall structure on WS. No features observed on crown or LS. Alignment of pipe unknown. Not identified in UCIP. May be related to pipes and Sump 103 identified in LIS 2023-0146. No permit found. Not shown in as-built drawings. Pipe was not observed in 2009 inspection as shown in photo two. May negatively impact the levee. No video inspection available.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0146
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.62568, -121.447795
GPS Coordinates End:
Caption: 0146 - Unacceptable - One 54-in pipe and two 30-in pipes cross levee. Two pumps on LS within City of Sacramento Sump 103. Concrete headwall structure with functional flap gates at WS outlet. Two concrete vault structures on WS hinge and slope with gate valves. Vault structure shown with single gate valve is for 54-in pipe. Other vault structure with two gate valves for 30-in pipes is surrounded with chainlink fence topped with barbed wire. No video inspection available. Permit 5683, 5683-1. DSID 24366, 24540, 24541.
Inspect ID: 2023-0146
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.62568, -121.447795
GPS Coordinates End:
Caption: 0146 - Unacceptable - One 54-in pipe and two 30-in pipes cross levee. Two pumps on LS within City of Sacramento Sump 103. Concrete headwall structure with functional flap gates at WS outlet. Two concrete vault structures on WS hinge and slope with gate valves. Vault structure shown with single gate valve is for 54-in pipe. Other vault structure with two gate valves for 30-in pipes is surrounded with chainlink fence topped with barbed wire. No video inspection available. Permit 5683, 5683-1. DSID 24366, 24540, 24541.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0146
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.62568, -121.447795
GPS Coordinates End:
Caption: 0146 - Unacceptable - One 54-in pipe and two 30-in pipes cross levee. Two pumps on LS within City of Sacramento Sump 103. Concrete headwall structure with functional flap gates at WS outlet. Two concrete vault structures on WS hinge and slope with gate valves. Vault structure shown with single gate valve is for 54-in pipe. Other vault structure with two gate valves for 30-in pipes is surrounded with chainlink fence topped with barbed wire. No video inspection available. Permit 5683, 5683-1. DSID 24366, 24540, 24541.
Inspect ID: 2023-0146
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.62568, -121.447795
GPS Coordinates End:
Caption: 0146 - Unacceptable - One 54-in pipe and two 30-in pipes cross levee. Two pumps on LS within City of Sacramento Sump 103. Concrete headwall structure with functional flap gates at WS outlet. Two concrete vault structures on WS hinge and slope with gate valves. Vault structure shown with single gate valve is for 54-in pipe. Other vault structure with two gate valves for 30-in pipes is surrounded with chainlink fence topped with barbed wire. No video inspection available. Permit 5683, 5683-1. DSID 24366, 24540, 24541.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0084
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625848, -121.447896
GPS Coordinates End:
Caption: 0084 - Acceptable - Pipe gate with metal fence within 15-ft of LS toe.
Inhibits unauthorized access from Altos Ave.
Inspect ID: 2023-0059
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625765, -121.448712
GPS Coordinates End:
Caption: 0059 - Minimally Acceptable - Previous 2009 inspection identified: Irrigation line 11-ft from LS levee toe, beyond fence. In 2023: unable to locate due to wooden fence. Not shown in as-built drawings. No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0059
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625765, -121.448712
GPS Coordinates End:
Caption: 0059 - Minimally Acceptable - Previous 2009 inspection identified: Irrigation line 11-ft from LS levee toe, beyond fence. In 2023: unable to locate due to wooden fence. Not shown in as-built drawings. No permit found.
Inspect ID: 2023-0082
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.62567, -121.449088
GPS Coordinates End: 38.625624, -121.447614
Caption: 0082 - Unacceptable - Homeless encampments with various trash and debris on WS slope, toe, and within 15-ft of toe. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0082
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.62567, -121.449088
GPS Coordinates End: 38.625624, -121.447614
Caption: 0082 - Unacceptable - Homeless encampments with various trash and debris on WS slope, toe, and within 15-ft of toe. Debris includes various scrap metal and wood. May inhibit operations.
Inspect ID: 2023-0082
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.62567, -121.449088
GPS Coordinates End: 38.625624, -121.447614
Caption: 0082 - Unacceptable - Homeless encampments with various trash and debris on WS slope, toe, and within 15-ft of toe. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0082
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.62567, -121.449088
GPS Coordinates End: 38.625624, -121.447614
Caption: 0082 - Unacceptable - Homeless encampments with various trash and debris on WS slope, toe, and within 15-ft of toe. Debris includes various scrap metal and wood. May inhibit operations.
Inspect ID: 2023-0082
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.62567, -121.449088
GPS Coordinates End: 38.625624, -121.447614
Caption: 0082 - Unacceptable - Homeless encampments with various trash and debris on WS slope, toe, and within 15-ft of toe. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0013
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625874, -121.449075
GPS Coordinates End: 38.625831, -121.448089
Caption: 0013 - Unacceptable - 7-ft wooden fence 10-ft from LS toe. Chainlink fence approximately 1-ft beyond wooded fence. Wooden fence inhibits full inspection. May inhibit operations. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0013
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625874, -121.449075
GPS Coordinates End: 38.625831, -121.448089
Caption: 0013 - Unacceptable - 7-ft wooden fence 10-ft from LS toe. Chainlink fence approximately 1-ft beyond wooded fence. Wooden fence inhibits full inspection. May inhibit operations. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0013
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625874, -121.449075
GPS Coordinates End: 38.625831, -121.448089
Caption: 0013 - Unacceptable - 7-ft wooden fence 10-ft from LS toe. Chainlink fence approximately 1-ft beyond wooded fence. Wooden fence inhibits full inspection. May inhibit operations. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0076
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.625726, -121.450543
GPS Coordinates End:
Caption: 0076 - Unacceptable - Fallen tree 2-ft in diameter with various tree debris at and within 15-ft of WS toe. Root ball is at WS bank, outside of levee prism. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0076
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.625726, -121.450543
GPS Coordinates End:
Caption: 0076 - Unacceptable - Fallen tree 2-ft in diameter with various tree debris at and within 15-ft of WS toe. Root ball is at WS bank, outside of levee prism. May inhibit operations.
Inspect ID: 2023-0076
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.625726, -121.450543
GPS Coordinates End:
Caption: 0076 - Unacceptable - Fallen tree 2-ft in diameter with various tree debris at and within 15-ft of WS toe. Root ball is at WS bank, outside of levee prism. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0076
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.625726, -121.450543
GPS Coordinates End:
Caption: 0076 - Unacceptable - Fallen tree 2-ft in diameter with various tree debris at and within 15-ft of WS toe. Root ball is at WS bank, outside of levee prism. May inhibit operations.
Inspect ID: 2023-0062
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625998, -121.450933
GPS Coordinates End: 38.625884, -121.449092
Caption: 0062 - Unacceptable - Barbed wire fencing parallel to LS levee toe.
Approximately 8 to 12-ft. from toe. May inhibit operations. Not shown in as-built drawings. No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0052
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625883, -121.453259
GPS Coordinates End:
Caption: 0052 - Not Applicable - Manhole approximately 18-ft from LS levee toe.
Alignment of underground pipes unknown. Per UCIP, no pipe crossing at this location.
Inspect ID: 2023-0239
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625571, -121.453182
GPS Coordinates End:
Caption: 0239 - Minimally Acceptable - Various trash and debris at and within 15-ft of WS toe. Extends for approximately 200-ft upstream. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0239
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625571, -121.453182
GPS Coordinates End:
Caption: 0239 - Minimally Acceptable - Various trash and debris at and within 15-ft of WS toe. Extends for approximately 200-ft upstream. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0239
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625571, -121.453182
GPS Coordinates End:
Caption: 0239 - Minimally Acceptable - Various trash and debris at and within 15-ft of WS toe. Extends for approximately 200-ft upstream. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0239
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625571, -121.453182
GPS Coordinates End:
Caption: 0239 - Minimally Acceptable - Various trash and debris at and within 15-ft of WS toe. Extends for approximately 200-ft upstream. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0140
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.625622, -121.453421
GPS Coordinates End:
Caption: 0140 - Unacceptable - Previous 2009 inspection identified: Two monitoring wells with 8-in metal covers at centerline of levee crown, approximately 12-ft apart. In 2023: Unable to locate monitoring wells. Not shown in as-built drawings. No permit found for original installment or abandonment of well. Unsure if well or related appurtenances are still present within the levee prism. May negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0140
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.625622, -121.453421
GPS Coordinates End:
Caption: 0140 - Unacceptable - Previous 2009 inspection identified: Two monitoring wells with 8-in metal covers at centerline of levee crown, approximately 12-ft apart. In 2023: Unable to locate monitoring wells. Not shown in as-built drawings. No permit found for original installment or abandonment of well. Unsure if well or related appurtenances are still present within the levee prism. May negatively impact the levee.
Inspect ID: 2023-0238
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.625708, -121.453519
GPS Coordinates End:
Caption: 0238 - Minimally Acceptable - Minor excavations on mid LS slope, up to 3- in deep and 5-ft in length.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0238
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.625708, -121.453519
GPS Coordinates End:
Caption: 0238 - Minimally Acceptable - Minor excavations on mid LS slope, up to 3- in deep and 5-ft in length.
Inspect ID: 2023-0238
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.625708, -121.453519
GPS Coordinates End:
Caption: 0238 - Minimally Acceptable - Minor excavations on mid LS slope, up to 3- in deep and 5-ft in length.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0070
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625221, -121.454595
GPS Coordinates End:
Caption: 0070 - Minimally Acceptable - Shopping carts filled with miscellaneous trash and debris at LS toe. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0066
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624979, -121.455113
GPS Coordinates End:
Caption: 0066 - Unacceptable - Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope.
What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100- ft upstream.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0066
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624979, -121.455113
GPS Coordinates End:
Caption: 0066 - Unacceptable - Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope.
What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100- ft upstream.
Inspect ID: 2023-0066
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624979, -121.455113
GPS Coordinates End:
Caption: 0066 - Unacceptable - Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope.
What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100- ft upstream.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0066
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624979, -121.455113
GPS Coordinates End:
Caption: 0066 - Unacceptable - Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope.
What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100- ft upstream.
Inspect ID: 2023-0066
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624979, -121.455113
GPS Coordinates End:
Caption: 0066 - Unacceptable - Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope.
What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100- ft upstream.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0066
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624979, -121.455113
GPS Coordinates End:
Caption: 0066 - Unacceptable - Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope.
What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100- ft upstream.
Inspect ID: 2023-0264
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625012, -121.455846
GPS Coordinates End:
Caption: 0264 - Unacceptable - Homeless encampment with various debris and trash on lower WS slope and toe. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0264
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625012, -121.455846
GPS Coordinates End:
Caption: 0264 - Unacceptable - Homeless encampment with various debris and trash on lower WS slope and toe. May inhibit operations.
Inspect ID: 2023-0056
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.624798, -121.456354
GPS Coordinates End:
Caption: 0056 - Minimally Acceptable - Gravel paved fill access ramp on WS slope.
No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0047
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625017, -121.456726
GPS Coordinates End:
Caption: 0047 - Unacceptable - 3-ft by 3-ft concrete drop inlet within 15-ft from LS toe. Alignment of pipe associated with drop inlet unknown. May negatively impact the levee or inhibit operations. Not shown in as-built drawings. No permit found.
Inspect ID: 2023-0047
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.625017, -121.456726
GPS Coordinates End:
Caption: 0047 - Unacceptable - 3-ft by 3-ft concrete drop inlet within 15-ft from LS toe. Alignment of pipe associated with drop inlet unknown. May negatively impact the levee or inhibit operations. Not shown in as-built drawings. No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0058
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.624854, -121.456722
GPS Coordinates End:
Caption: 0058 - Minimally Acceptable - Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0058
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.624854, -121.456722
GPS Coordinates End:
Caption: 0058 - Minimally Acceptable - Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0134
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624869, -121.456736
GPS Coordinates End:
Caption: 0134 - Unacceptable - Utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe. Not shown in as-built drawings. No permit found. May negatively impact the levee or inhibit operations.
Inspect ID: 2023-0134
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624869, -121.456736
GPS Coordinates End:
Caption: 0134 - Unacceptable - Utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe. Not shown in as-built drawings. No permit found. May negatively impact the levee or inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0134
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624869, -121.456736
GPS Coordinates End:
Caption: 0134 - Unacceptable - Utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe. Not shown in as-built drawings. No permit found. May negatively impact the levee or inhibit operations.
Inspect ID: 2023-0060
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.624831, -121.456765
GPS Coordinates End:
Caption: 0060 - Acceptable - Metal pipe gates on crown and top of LS access ramp with metal bollards on LS and WS hinges. Inhibits unauthorized access from Norwood Ave.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0060
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.624831, -121.456765
GPS Coordinates End:
Caption: 0060 - Acceptable - Metal pipe gates on crown and top of LS access ramp with metal bollards on LS and WS hinges. Inhibits unauthorized access from Norwood Ave.
Inspect ID: 2023-0060
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.624831, -121.456765
GPS Coordinates End:
Caption: 0060 - Acceptable - Metal pipe gates on crown and top of LS access ramp with metal bollards on LS and WS hinges. Inhibits unauthorized access from Norwood Ave.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0128
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.624711, -121.456924
GPS Coordinates End:
Caption: 0128 - Acceptable - 12-in steel pipe present on east side of bridge and crosses through levee. Cover put in place since last inspection. Box present on pipe, but unable to confirm function of box. No video inspection available. Permit 5068. DSID 24364.
Inspect ID: 2023-0128
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.624711, -121.456924
GPS Coordinates End:
Caption: 0128 - Acceptable - 12-in steel pipe present on east side of bridge and crosses through levee. Cover put in place since last inspection. Box present on pipe, but unable to confirm function of box. No video inspection available. Permit 5068. DSID 24364.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0129
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624816, -121.45698
GPS Coordinates End:
Caption: 0129 - Acceptable - Norwood Ave. crosses the levee and appears to be at grade. Concrete bridge on WS crosses Arcade Creek. Bridge appears to have been constructed in 2012. Bridge abutment on WS slope. Six 16-in piers within 15-ft of WS toe. Norwood Ave ramps down on LS. Shown in As-Built 01-04-0392, Sheet 6, Station A 35+00 as Sully Road. Shown in O&M manual. Permit 2510, 18617. Per permit 18617, bottom of bridge soffit has been raised to at least 3-ft above the design profile.
Inspect ID: 2023-0129
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624816, -121.45698
GPS Coordinates End:
Caption: 0129 - Acceptable - Norwood Ave. crosses the levee and appears to be at grade. Concrete bridge on WS crosses Arcade Creek. Bridge appears to have been constructed in 2012. Bridge abutment on WS slope. Six 16-in piers within 15-ft of WS toe. Norwood Ave ramps down on LS. Shown in As-Built 01-04-0392, Sheet 6, Station A 35+00 as Sully Road. Shown in O&M manual. Permit 2510, 18617. Per permit 18617, bottom of bridge soffit has been raised to at least 3-ft above the design profile.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0129
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624816, -121.45698
GPS Coordinates End:
Caption: 0129 - Acceptable - Norwood Ave. crosses the levee and appears to be at grade. Concrete bridge on WS crosses Arcade Creek. Bridge appears to have been constructed in 2012. Bridge abutment on WS slope. Six 16-in piers within 15-ft of WS toe. Norwood Ave ramps down on LS. Shown in As-Built 01-04-0392, Sheet 6, Station A 35+00 as Sully Road. Shown in O&M manual. Permit 2510, 18617. Per permit 18617, bottom of bridge soffit has been raised to at least 3-ft above the design profile.
Inspect ID: 2023-0054
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.624713, -121.456981
GPS Coordinates End:
Caption: 0054 - Unacceptable - Several homeless encampments with various debris and trash under the Norwood Ave. bridge at and within 15-ft of the WS toe. Debris and trash include scrap wood and metal, miscellaneous furniture, and fire pits. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0054
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.624713, -121.456981
GPS Coordinates End:
Caption: 0054 - Unacceptable - Several homeless encampments with various debris and trash under the Norwood Ave. bridge at and within 15-ft of the WS toe. Debris and trash include scrap wood and metal, miscellaneous furniture, and fire pits. May inhibit operations.
Inspect ID: 2023-0054
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.624713, -121.456981
GPS Coordinates End:
Caption: 0054 - Unacceptable - Several homeless encampments with various debris and trash under the Norwood Ave. bridge at and within 15-ft of the WS toe. Debris and trash include scrap wood and metal, miscellaneous furniture, and fire pits. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0127
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624684, -121.457112
GPS Coordinates End:
Caption: 0127 - Unacceptable - 4-in steel pipe is attached to the west side of the Norwood Ave Bridge crossing and crosses through levee. Pipe is labeled natural gas.
Unable to locate pipe on LS. No pressure test or documentation to show the pipeline is in compliance with 49 CFR Part 192. Permit 3417, 18641, 18641-1. DSID 24363.
Inspect ID: 2023-0127
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.624684, -121.457112
GPS Coordinates End:
Caption: 0127 - Unacceptable - 4-in steel pipe is attached to the west side of the Norwood Ave Bridge crossing and crosses through levee. Pipe is labeled natural gas.
Unable to locate pipe on LS. No pressure test or documentation to show the pipeline is in compliance with 49 CFR Part 192. Permit 3417, 18641, 18641-1. DSID 24363.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0236
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.624927, -121.457295
GPS Coordinates End:
Caption: 0236 - Acceptable - Pipe gate on crown with pipe metal fencing on LS slope, WS hinge, and WS slope. Pipe gate at top of LS access ramp. Inhibits unauthorized access from Norwood Ave.
Inspect ID: 2023-0236
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.624927, -121.457295
GPS Coordinates End:
Caption: 0236 - Acceptable - Pipe gate on crown with pipe metal fencing on LS slope, WS hinge, and WS slope. Pipe gate at top of LS access ramp. Inhibits unauthorized access from Norwood Ave.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0236
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.624927, -121.457295
GPS Coordinates End:
Caption: 0236 - Acceptable - Pipe gate on crown with pipe metal fencing on LS slope, WS hinge, and WS slope. Pipe gate at top of LS access ramp. Inhibits unauthorized access from Norwood Ave.
Inspect ID: 2023-0050
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.624958, -121.457274
GPS Coordinates End:
Caption: 0050 - Minimally Acceptable - Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0050
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.624958, -121.457274
GPS Coordinates End:
Caption: 0050 - Minimally Acceptable - Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0048
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.625002, -121.457509
GPS Coordinates End:
Caption: 0048 - Minimally Acceptable - Gravel paved fill access ramp on WS slope.
No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0046
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.625272, -121.458263
GPS Coordinates End:
Caption: 0046 - Minimally Acceptable - Pedestrian foot path up the LS slope. Cuts approximately 3-in into the slope. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0046
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.625272, -121.458263
GPS Coordinates End:
Caption: 0046 - Minimally Acceptable - Pedestrian foot path up the LS slope. Cuts approximately 3-in into the slope. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0234
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625376, -121.45847
GPS Coordinates End:
Caption: 0234 - Unacceptable - Several homeless encampments with various trash and debris at and within 15-ft of the LS toe. Debris includes scrap metal, wood, and several furniture items. May inhibit operations.
Inspect ID: 2023-0234
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625376, -121.45847
GPS Coordinates End:
Caption: 0234 - Unacceptable - Several homeless encampments with various trash and debris at and within 15-ft of the LS toe. Debris includes scrap metal, wood, and several furniture items. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0234
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625376, -121.45847
GPS Coordinates End:
Caption: 0234 - Unacceptable - Several homeless encampments with various trash and debris at and within 15-ft of the LS toe. Debris includes scrap metal, wood, and several furniture items. May inhibit operations.
Inspect ID: 2023-0234
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625376, -121.45847
GPS Coordinates End:
Caption: 0234 - Unacceptable - Several homeless encampments with various trash and debris at and within 15-ft of the LS toe. Debris includes scrap metal, wood, and several furniture items. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0234
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.625376, -121.45847
GPS Coordinates End:
Caption: 0234 - Unacceptable - Several homeless encampments with various trash and debris at and within 15-ft of the LS toe. Debris includes scrap metal, wood, and several furniture items. May inhibit operations.
Inspect ID: 2023-0042
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625217, -121.458715
GPS Coordinates End:
Caption: 0042 - Unacceptable - Two cut logs and various other trash and debris, including discarded shopping carts, on WS slope, toe, and within 15-ft of toe. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0042
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625217, -121.458715
GPS Coordinates End:
Caption: 0042 - Unacceptable - Two cut logs and various other trash and debris, including discarded shopping carts, on WS slope, toe, and within 15-ft of toe. May inhibit operations.
Inspect ID: 2023-0042
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.625217, -121.458715
GPS Coordinates End:
Caption: 0042 - Unacceptable - Two cut logs and various other trash and debris, including discarded shopping carts, on WS slope, toe, and within 15-ft of toe. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0110
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.625386, -121.45876
GPS Coordinates End:
Caption: 0110 - Unacceptable - 12-in diameter standpipe encased in concrete on levee crown. Appears to have been backfilled and abandoned. No features observed on LS or WS. Not identified in UCIP. Alignment of pipe unknown. May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0110
Feature Details: Levee Embankments - Encroachments - Crown GPS Coordinates Start: 38.625386, -121.45876
GPS Coordinates End:
Caption: 0110 - Unacceptable - 12-in diameter standpipe encased in concrete on levee crown. Appears to have been backfilled and abandoned. No features observed on LS or WS. Not identified in UCIP. Alignment of pipe unknown. May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0235
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.625424, -121.458954
GPS Coordinates End:
Caption: 0235 - Acceptable - City of Sacramento pump station on LS slope. Pump station building encroaches into LS slope up to 6-ft. Concrete retaining wall with chainlink fence on top cuts into LS toe up to 5-ft. Permit 17495.
Inspect ID: 2023-0235
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.625424, -121.458954
GPS Coordinates End:
Caption: 0235 - Acceptable - City of Sacramento pump station on LS slope. Pump station building encroaches into LS slope up to 6-ft. Concrete retaining wall with chainlink fence on top cuts into LS toe up to 5-ft. Permit 17495.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0235
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.625424, -121.458954
GPS Coordinates End:
Caption: 0235 - Acceptable - City of Sacramento pump station on LS slope. Pump station building encroaches into LS slope up to 6-ft. Concrete retaining wall with chainlink fence on top cuts into LS toe up to 5-ft. Permit 17495.
Inspect ID: 2023-0235
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.625424, -121.458954
GPS Coordinates End:
Caption: 0235 - Acceptable - City of Sacramento pump station on LS slope. Pump station building encroaches into LS slope up to 6-ft. Concrete retaining wall with chainlink fence on top cuts into LS toe up to 5-ft. Permit 17495.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0235
Feature Details: Levee Embankments - Encroachments - Landside Toe and Slope GPS Coordinates Start: 38.625424, -121.458954
GPS Coordinates End:
Caption: 0235 - Acceptable - City of Sacramento pump station on LS slope. Pump station building encroaches into LS slope up to 6-ft. Concrete retaining wall with chainlink fence on top cuts into LS toe up to 5-ft. Permit 17495.
Inspect ID: 2023-0044
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.625338, -121.459012
GPS Coordinates End:
Caption: 0044 - Acceptable - Concrete steps set into LS levee slope. Steps lead up from pump station. Appears to cut less than 1-ft into LS slope. Permit 16677.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0126
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625253, -121.459002
GPS Coordinates End:
Caption: 0126 - Unacceptable - Two 36-in diameter pipes cross under the levee. Two manholes on levee crown with steel grates in place, housing siphon breakers. Concrete headwall structure with two functional flapgates near WS toe. Two pumps within pump station (LIS 2023-0046) on LS. Shown in As-Built 01-04-0392, Sheet 5, Station A 32+15. No video inspection available. DSID 24539, 24362.
Inspect ID: 2023-0126
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625253, -121.459002
GPS Coordinates End:
Caption: 0126 - Unacceptable - Two 36-in diameter pipes cross under the levee. Two manholes on levee crown with steel grates in place, housing siphon breakers. Concrete headwall structure with two functional flapgates near WS toe. Two pumps within pump station (LIS 2023-0046) on LS. Shown in As-Built 01-04-0392, Sheet 5, Station A 32+15. No video inspection available. DSID 24539, 24362.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0126
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.625253, -121.459002
GPS Coordinates End:
Caption: 0126 - Unacceptable - Two 36-in diameter pipes cross under the levee. Two manholes on levee crown with steel grates in place, housing siphon breakers. Concrete headwall structure with two functional flapgates near WS toe. Two pumps within pump station (LIS 2023-0046) on LS. Shown in As-Built 01-04-0392, Sheet 5, Station A 32+15. No video inspection available. DSID 24539, 24362.
Inspect ID: 2023-0038
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.624255, -121.459968
GPS Coordinates End:
Caption: 0038 - Unacceptable - Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0038
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.624255, -121.459968
GPS Coordinates End:
Caption: 0038 - Unacceptable - Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations.
Inspect ID: 2023-0038
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.624255, -121.459968
GPS Coordinates End:
Caption: 0038 - Unacceptable - Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0022
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.623732, -121.461219
GPS Coordinates End:
Caption: 0022 - Unacceptable - Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations.
Inspect ID: 2023-0022
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.623732, -121.461219
GPS Coordinates End:
Caption: 0022 - Unacceptable - Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0022
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.623732, -121.461219
GPS Coordinates End:
Caption: 0022 - Unacceptable - Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations.
Inspect ID: 2023-0026
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.623736, -121.461348
GPS Coordinates End:
Caption: 0026 - Minimally Acceptable - Stairs carved into lower LS slope, up to 6-in deep. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0026
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.623736, -121.461348
GPS Coordinates End:
Caption: 0026 - Minimally Acceptable - Stairs carved into lower LS slope, up to 6-in deep. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0124
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.623277, -121.462204
GPS Coordinates End:
Caption: 0124 - Unacceptable - 36-in diameter pipe crosses levee. 6-in vent pipe with slide gate inside CMP riser at WS hinge. Sewer cover observed on LS more than 15-ft from LS toe. Per permit, pipe crosses under channel. No video inspection available.
Permit 2841. DSID 24360.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0124
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.623277, -121.462204
GPS Coordinates End:
Caption: 0124 - Unacceptable - 36-in diameter pipe crosses levee. 6-in vent pipe with slide gate inside CMP riser at WS hinge. Sewer cover observed on LS more than 15-ft from LS toe. Per permit, pipe crosses under channel. No video inspection available.
Permit 2841. DSID 24360.
Inspect ID: 2023-0020
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.622927, -121.462991
GPS Coordinates End:
Caption: 0020 - Unacceptable - Homeless encampment with various debris and trash on WS slope and hinge. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0020
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.622927, -121.462991
GPS Coordinates End:
Caption: 0020 - Unacceptable - Homeless encampment with various debris and trash on WS slope and hinge. May inhibit operations.
Inspect ID: 2023-0018
Feature Details: Levee Embankments - Encroachments - Waterside Toe GPS Coordinates Start: 38.622564, -121.463149
GPS Coordinates End:
Caption: 0018 - Unacceptable - Large pile of tree debris at WS toe, approximately 20- ft in length. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0018
Feature Details: Levee Embankments - Encroachments - Waterside Toe GPS Coordinates Start: 38.622564, -121.463149
GPS Coordinates End:
Caption: 0018 - Unacceptable - Large pile of tree debris at WS toe, approximately 20- ft in length. May inhibit operations.
Inspect ID: 2023-0016
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.622621, -121.463368
GPS Coordinates End:
Caption: 0016 - Unacceptable - Man-made excavation on mid WS slope. Excavation is up to 12-in deep, 3-ft wide, and 9-ft long. May inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0016
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.622621, -121.463368
GPS Coordinates End:
Caption: 0016 - Unacceptable - Man-made excavation on mid WS slope. Excavation is up to 12-in deep, 3-ft wide, and 9-ft long. May inhibit operations or negatively impact the levee.
Inspect ID: 2023-0016
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.622621, -121.463368
GPS Coordinates End:
Caption: 0016 - Unacceptable - Man-made excavation on mid WS slope. Excavation is up to 12-in deep, 3-ft wide, and 9-ft long. May inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0012
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.620804, -121.466616
GPS Coordinates End:
Caption: 0012 - Minimally Acceptable - A small couch and miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0012
Feature Details: Levee Embankments - Encroachments - Waterside Toe and Slope GPS Coordinates Start: 38.620804, -121.466616
GPS Coordinates End:
Caption: 0012 - Minimally Acceptable - A small couch and miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.620825, -121.467273
GPS Coordinates End: 38.625554, -121.459178
Caption: 0003 - Acceptable - 30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet 5.
Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.620825, -121.467273
GPS Coordinates End: 38.625554, -121.459178
Caption: 0003 - Acceptable - 30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet 5.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.620825, -121.467273
GPS Coordinates End: 38.625554, -121.459178
Caption: 0003 - Acceptable - 30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet 5.
Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.620825, -121.467273
GPS Coordinates End: 38.625554, -121.459178
Caption: 0003 - Acceptable - 30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet 5.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.620825, -121.467273
GPS Coordinates End: 38.625554, -121.459178
Caption: 0003 - Acceptable - 30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet 5.
Inspect ID: 2023-0003
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.620825, -121.467273
GPS Coordinates End: 38.625554, -121.459178
Caption: 0003 - Acceptable - 30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet 5.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0010
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.620678, -121.467064
GPS Coordinates End:
Caption: 0010 - Minimally Acceptable - Small wood debris pile on lower LS slope.
Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0010
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.620678, -121.467064
GPS Coordinates End:
Caption: 0010 - Minimally Acceptable - Small wood debris pile on lower LS slope.
Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0231
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.620375, -121.467177
GPS Coordinates End:
Caption: 0231 - Minimally Acceptable - Miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0231
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.620375, -121.467177
GPS Coordinates End:
Caption: 0231 - Minimally Acceptable - Miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0231
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.620375, -121.467177
GPS Coordinates End:
Caption: 0231 - Minimally Acceptable - Miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0002
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.620499, -121.467332
GPS Coordinates End:
Caption: 0002 - Unacceptable - Overhead utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe.
May negatively impact the levee or inhibit operations. Not shown in as-built drawings.
No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0002
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.620499, -121.467332
GPS Coordinates End:
Caption: 0002 - Unacceptable - Overhead utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe.
May negatively impact the levee or inhibit operations. Not shown in as-built drawings.
No permit found.
Inspect ID: 2023-0002
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.620499, -121.467332
GPS Coordinates End:
Caption: 0002 - Unacceptable - Overhead utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe.
May negatively impact the levee or inhibit operations. Not shown in as-built drawings.
No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0006
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.620537, -121.467382
GPS Coordinates End:
Caption: 0006 - Acceptable - LMA owned pipe gate at LS slope. Gate inhibits unauthorized access to the levee from dirt frontage road.
Inspect ID: 2023-0006
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.620537, -121.467382
GPS Coordinates End:
Caption: 0006 - Acceptable - LMA owned pipe gate at LS slope. Gate inhibits unauthorized access to the levee from dirt frontage road.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0121
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.620495, -121.467713
GPS Coordinates End:
Caption: 0121 - Acceptable - UPRR crosses levee about 8-ft below levee crown.
Shown in As-Built 01-04-0392, Sheet 5.
Inspect ID: 2023-0212
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.627715, -121.432333
GPS Coordinates End:
Caption: 0212 - Acceptable - Levee segment ends in 4-ft retaining wall at Marysville Blvd.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0212
Feature Details: Levee Embankments - Encroachments - Slopes and Crown GPS Coordinates Start: 38.627715, -121.432333
GPS Coordinates End:
Caption: 0212 - Acceptable - Levee segment ends in 4-ft retaining wall at Marysville Blvd.
Inspect ID: 2023-0202
Feature Details: Levee Embankments - Encroachments - Landside Slope GPS Coordinates Start: 38.627758, -121.432525
GPS Coordinates End:
Caption: 0202 - Minimally Acceptable - Asphalt paved fill access ramp on LS slope.
No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627611, -121.432318
GPS Coordinates End:
Caption: 0192 - Unacceptable - Three metal utility pipes on Marysville Blvd bridge; one 2-in pipe, one 4-in pipe, and one 6-in pipe marked as a gas pipeline. Two vaults labelled "Smud Electric" and a Tescoflex service pedestal just west of Marysville Blvd crossing. Unclear if pipes penetrate levee. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627611, -121.432318
GPS Coordinates End:
Caption: 0192 - Unacceptable - Three metal utility pipes on Marysville Blvd bridge; one 2-in pipe, one 4-in pipe, and one 6-in pipe marked as a gas pipeline. Two vaults labelled "Smud Electric" and a Tescoflex service pedestal just west of Marysville Blvd crossing. Unclear if pipes penetrate levee. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627611, -121.432318
GPS Coordinates End:
Caption: 0192 - Unacceptable - Three metal utility pipes on Marysville Blvd bridge; one 2-in pipe, one 4-in pipe, and one 6-in pipe marked as a gas pipeline. Two vaults labelled "Smud Electric" and a Tescoflex service pedestal just west of Marysville Blvd crossing. Unclear if pipes penetrate levee. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627611, -121.432318
GPS Coordinates End:
Caption: 0192 - Unacceptable - Three metal utility pipes on Marysville Blvd bridge; one 2-in pipe, one 4-in pipe, and one 6-in pipe marked as a gas pipeline. Two vaults labelled "Smud Electric" and a Tescoflex service pedestal just west of Marysville Blvd crossing. Unclear if pipes penetrate levee. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0192
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.627611, -121.432318
GPS Coordinates End:
Caption: 0192 - Unacceptable - Three metal utility pipes on Marysville Blvd bridge; one 2-in pipe, one 4-in pipe, and one 6-in pipe marked as a gas pipeline. Two vaults labelled "Smud Electric" and a Tescoflex service pedestal just west of Marysville Blvd crossing. Unclear if pipes penetrate levee. No permit found. Not shown in as-built drawings. May negatively impact the levee.
Inspect ID: 2023-0194
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.62761, -121.432322
GPS Coordinates End:
Caption: 0194 - Acceptable - Marysville Blvd Bridge abutment at WS hinge. Nine 12- in diameter piers in WS slope. Shown in O&M Manual. Permit 5751.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0194
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.62761, -121.432322
GPS Coordinates End:
Caption: 0194 - Acceptable - Marysville Blvd Bridge abutment at WS hinge. Nine 12- in diameter piers in WS slope. Shown in O&M Manual. Permit 5751.
Inspect ID: 2023-0194
Feature Details: Levee Embankments - Encroachments - Waterside Slope and Crown GPS Coordinates Start: 38.62761, -121.432322
GPS Coordinates End:
Caption: 0194 - Acceptable - Marysville Blvd Bridge abutment at WS hinge. Nine 12- in diameter piers in WS slope. Shown in O&M Manual. Permit 5751.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0190
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.627649, -121.433158
GPS Coordinates End:
Caption: 0190 - Unacceptable - 2-ft by 3-ft concrete drop inlet 11-ft from LS of floodwall appears to connect to drop inlet and manhole located 40-ft from floodwall to the northwest. Exact alignment of underground pipes unknown. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0190
Feature Details: Levee Embankments - Encroachments - Landside GPS Coordinates Start: 38.627649, -121.433158
GPS Coordinates End:
Caption: 0190 - Unacceptable - 2-ft by 3-ft concrete drop inlet 11-ft from LS of floodwall appears to connect to drop inlet and manhole located 40-ft from floodwall to the northwest. Exact alignment of underground pipes unknown. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0186
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.628082, -121.434812
GPS Coordinates End:
Caption: 0186 - Unacceptable - 2-ft by 4-ft concrete drop inlet with metal grate in place at LS toe. Inlet mostly clear of debris. Concrete pipe opening alignment suggests it connects to storm drain located approximately 100-ft northwest. Exact alignment of underground pipes unknown. May be related to 42-in pipe identified in LIS 2023-0183.
No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0186
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.628082, -121.434812
GPS Coordinates End:
Caption: 0186 - Unacceptable - 2-ft by 4-ft concrete drop inlet with metal grate in place at LS toe. Inlet mostly clear of debris. Concrete pipe opening alignment suggests it connects to storm drain located approximately 100-ft northwest. Exact alignment of underground pipes unknown. May be related to 42-in pipe identified in LIS 2023-0183.
No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0186
Feature Details: Levee Embankments - Encroachments - Landside Toe GPS Coordinates Start: 38.628082, -121.434812
GPS Coordinates End:
Caption: 0186 - Unacceptable - 2-ft by 4-ft concrete drop inlet with metal grate in place at LS toe. Inlet mostly clear of debris. Concrete pipe opening alignment suggests it connects to storm drain located approximately 100-ft northwest. Exact alignment of underground pipes unknown. May be related to 42-in pipe identified in LIS 2023-0183.
No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0183
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628052, -121.434988
GPS Coordinates End:
Caption: 0183 - Unacceptable - 42-in pipe through the levee. Storm drain manhole cover 10-ft from LS toe. 6-ft by 7-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. No video inspection available. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0183
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628052, -121.434988
GPS Coordinates End:
Caption: 0183 - Unacceptable - 42-in pipe through the levee. Storm drain manhole cover 10-ft from LS toe. 6-ft by 7-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. No video inspection available. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0183
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628052, -121.434988
GPS Coordinates End:
Caption: 0183 - Unacceptable - 42-in pipe through the levee. Storm drain manhole cover 10-ft from LS toe. 6-ft by 7-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. No video inspection available. No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0183
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628052, -121.434988
GPS Coordinates End:
Caption: 0183 - Unacceptable - 42-in pipe through the levee. Storm drain manhole cover 10-ft from LS toe. 6-ft by 7-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. No video inspection available. No permit found. Not shown in as-built drawings.
Inspect ID: 2023-0196
Feature Details: Levee Embankments - Encroachments - Waterside Slope GPS Coordinates Start: 38.628151, -121.43545
GPS Coordinates End:
Caption: 0196 - Minimally Acceptable - Gravel paved fill access ramp on WS slope.
No permit found. Not shown in as-built drawings.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0108
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628285, -121.438623
GPS Coordinates End:
Caption: 0108 - Acceptable - 36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5- ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0108
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628285, -121.438623
GPS Coordinates End:
Caption: 0108 - Acceptable - 36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5- ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0108
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628285, -121.438623
GPS Coordinates End:
Caption: 0108 - Acceptable - 36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5- ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0108
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628285, -121.438623
GPS Coordinates End:
Caption: 0108 - Acceptable - 36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5- ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0108
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628285, -121.438623
GPS Coordinates End:
Caption: 0108 - Acceptable - 36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5- ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Inspect ID: 2023-0108
Feature Details: Levee Embankments - Encroachments - Other GPS Coordinates Start: 38.628285, -121.438623
GPS Coordinates End:
Caption: 0108 - Acceptable - 36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5- ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0168
Feature Details: Levee Embankments - Encroachments - Waterside Toe GPS Coordinates Start: 38.627991, -121.439447
GPS Coordinates End:
Caption: 0168 - Minimally Acceptable - Small pile of tree debris on top of riprap at WS toe. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0162
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.627734, -121.440293
GPS Coordinates End:
Caption: 0162 - Unacceptable - Homeless encampment within 15-ft of WS toe. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0154
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.627528, -121.440757
GPS Coordinates End:
Caption: 0154 - Unacceptable - Large pile of tree debris approximately 10-ft in length within 15-ft of WS toe. May inhibit operations.
Inspect ID: 2023-0252
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.627588, -121.441271
GPS Coordinates End:
Caption: 0252 - Minimally Acceptable - Small pile of tree debris within 15-ft of WS toe. Does not appear likely to inhibit operations or negatively impact the levee.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0252
Feature Details: Levee Embankments - Encroachments - Waterside GPS Coordinates Start: 38.627588, -121.441271
GPS Coordinates End:
Caption: 0252 - Minimally Acceptable - Small pile of tree debris within 15-ft of WS toe. Does not appear likely to inhibit operations or negatively impact the levee.
Inspect ID: 2023-0079
Feature Details: Levee Embankments - Slope Stability - Landside Slope GPS Coordinates Start: 38.62655, -121.445478
GPS Coordinates End: 38.626752, -121.44475
Caption: 0079 - Unacceptable - Appears that soil material has moved down the LS slope causing a bulge at the LS toe. No tension cracks observed.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0079
Feature Details: Levee Embankments - Slope Stability - Landside Slope GPS Coordinates Start: 38.62655, -121.445478
GPS Coordinates End: 38.626752, -121.44475
Caption: 0079 - Unacceptable - Appears that soil material has moved down the LS slope causing a bulge at the LS toe. No tension cracks observed.
Inspect ID: 2023-0039
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.625112, -121.459499
GPS Coordinates End:
Caption: 0039 - Unacceptable - Over-steepened slope for drainage canal below LS toe road. Steeper than 1V:1H. Slumping observed. May inhibit operation of relief well system downstream.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0039
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.625112, -121.459499
GPS Coordinates End:
Caption: 0039 - Unacceptable - Over-steepened slope for drainage canal below LS toe road. Steeper than 1V:1H. Slumping observed. May inhibit operation of relief well system downstream.
Inspect ID: 2023-0039
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.625112, -121.459499
GPS Coordinates End:
Caption: 0039 - Unacceptable - Over-steepened slope for drainage canal below LS toe road. Steeper than 1V:1H. Slumping observed. May inhibit operation of relief well system downstream.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0030
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624584, -121.459871
GPS Coordinates End:
Caption: 0030 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 7-ft in length, and 6-ft wide. Loose sediment observed at bottom of ditch.
Sediment could negatively impact performance of drainage ditch and relief well system.
Inspect ID: 2023-0030
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624584, -121.459871
GPS Coordinates End:
Caption: 0030 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 7-ft in length, and 6-ft wide. Loose sediment observed at bottom of ditch.
Sediment could negatively impact performance of drainage ditch and relief well system.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0030
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624584, -121.459871
GPS Coordinates End:
Caption: 0030 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 7-ft in length, and 6-ft wide. Loose sediment observed at bottom of ditch.
Sediment could negatively impact performance of drainage ditch and relief well system.
Inspect ID: 2023-0030
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624584, -121.459871
GPS Coordinates End:
Caption: 0030 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 7-ft in length, and 6-ft wide. Loose sediment observed at bottom of ditch.
Sediment could negatively impact performance of drainage ditch and relief well system.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0030
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624584, -121.459871
GPS Coordinates End:
Caption: 0030 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 7-ft in length, and 6-ft wide. Loose sediment observed at bottom of ditch.
Sediment could negatively impact performance of drainage ditch and relief well system.
Inspect ID: 2023-0032
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624213, -121.460616
GPS Coordinates End:
Caption: 0032 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 10-ft in length, and 14-ft wide. Loose sediment above concrete lining could negatively impact performance of drainage ditch and relief well system
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0032
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624213, -121.460616
GPS Coordinates End:
Caption: 0032 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 10-ft in length, and 14-ft wide. Loose sediment above concrete lining could negatively impact performance of drainage ditch and relief well system Inspect ID: 2023-0032
Feature Details: Levee Embankments - Slope Stability - Landside GPS Coordinates Start: 38.624213, -121.460616
GPS Coordinates End:
Caption: 0032 - Unacceptable - Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 10-ft in length, and 14-ft wide. Loose sediment above concrete lining could negatively impact performance of drainage ditch and relief well system
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0011
Feature Details: Levee Embankments - Erosion / Bank Caving - Waterside Toe GPS Coordinates Start: 38.625351, -121.45367
GPS Coordinates End: 38.625155, -121.454165
Caption: 0011 - Minimally Acceptable - Erosion along WS bank about 15-ft from WS toe. Vertical face up 3-ft. Does not appear to cut into projected levee prism.
Inspect ID: 2023-0011
Feature Details: Levee Embankments - Erosion / Bank Caving - Waterside Toe GPS Coordinates Start: 38.625351, -121.45367
GPS Coordinates End: 38.625155, -121.454165
Caption: 0011 - Minimally Acceptable - Erosion along WS bank about 15-ft from WS toe. Vertical face up 3-ft. Does not appear to cut into projected levee prism.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0011
Feature Details: Levee Embankments - Erosion / Bank Caving - Waterside Toe GPS Coordinates Start: 38.625351, -121.45367
GPS Coordinates End: 38.625155, -121.454165
Caption: 0011 - Minimally Acceptable - Erosion along WS bank about 15-ft from WS toe. Vertical face up 3-ft. Does not appear to cut into projected levee prism.
Inspect ID: 2023-0011
Feature Details: Levee Embankments - Erosion / Bank Caving - Waterside Toe GPS Coordinates Start: 38.625351, -121.45367
GPS Coordinates End: 38.625155, -121.454165
Caption: 0011 - Minimally Acceptable - Erosion along WS bank about 15-ft from WS toe. Vertical face up 3-ft. Does not appear to cut into projected levee prism.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0233
Feature Details: Levee Embankments - Erosion / Bank Caving - Landside GPS Coordinates Start: 38.623895, -121.461288
GPS Coordinates End:
Caption: 0233 - Minimally Acceptable - Erosion feature on LS drainage ditch slope.
Appears to reduce width of LS toe patrol road. Feature is up to 4-ft wide and 8-in deep.
Erosion is outside of levee prism.
Inspect ID: 2023-0233
Feature Details: Levee Embankments - Erosion / Bank Caving - Landside GPS Coordinates Start: 38.623895, -121.461288
GPS Coordinates End:
Caption: 0233 - Minimally Acceptable - Erosion feature on LS drainage ditch slope.
Appears to reduce width of LS toe patrol road. Feature is up to 4-ft wide and 8-in deep.
Erosion is outside of levee prism.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0233
Feature Details: Levee Embankments - Erosion / Bank Caving - Landside GPS Coordinates Start: 38.623895, -121.461288
GPS Coordinates End:
Caption: 0233 - Minimally Acceptable - Erosion feature on LS drainage ditch slope.
Appears to reduce width of LS toe patrol road. Feature is up to 4-ft wide and 8-in deep.
Erosion is outside of levee prism.
Inspect ID: 2023-0170
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.628259, -121.439239
GPS Coordinates End:
Caption: 0170 - Minimally Acceptable - Depression on upper LS slope up to 4-in deep and 5-ft in diameter.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0170
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.628259, -121.439239
GPS Coordinates End:
Caption: 0170 - Minimally Acceptable - Depression on upper LS slope up to 4-in deep and 5-ft in diameter.
Inspect ID: 2023-0172
Feature Details: Levee Embankments - Depressions / Rutting - Landside Toe GPS Coordinates Start: 38.628258, -121.439277
GPS Coordinates End:
Caption: 0172 - Unacceptable - Depression at LS toe, up to 9-in deep and 5-ft in diameter.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0172
Feature Details: Levee Embankments - Depressions / Rutting - Landside Toe GPS Coordinates Start: 38.628258, -121.439277
GPS Coordinates End:
Caption: 0172 - Unacceptable - Depression at LS toe, up to 9-in deep and 5-ft in diameter.
Inspect ID: 2023-0130
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.626605, -121.445409
GPS Coordinates End:
Caption: 0130 - Minimally Acceptable - Tire rutting on LS slope, up to 2-in deep and 15-ft in length.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0130
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.626605, -121.445409
GPS Coordinates End:
Caption: 0130 - Minimally Acceptable - Tire rutting on LS slope, up to 2-in deep and 15-ft in length.
Inspect ID: 2023-0106
Feature Details: Levee Embankments - Depressions / Rutting - Waterside Slope GPS Coordinates Start: 38.62579, -121.447318
GPS Coordinates End:
Caption: 0106 - Minimally Acceptable - Rutting on WS slope, up to 5-in deep, 2-ft wide, and 15-ft in length.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0106
Feature Details: Levee Embankments - Depressions / Rutting - Waterside Slope GPS Coordinates Start: 38.62579, -121.447318
GPS Coordinates End:
Caption: 0106 - Minimally Acceptable - Rutting on WS slope, up to 5-in deep, 2-ft wide, and 15-ft in length.
Inspect ID: 2023-0106
Feature Details: Levee Embankments - Depressions / Rutting - Waterside Slope GPS Coordinates Start: 38.62579, -121.447318
GPS Coordinates End:
Caption: 0106 - Minimally Acceptable - Rutting on WS slope, up to 5-in deep, 2-ft wide, and 15-ft in length.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0265
Feature Details: Levee Embankments - Depressions / Rutting - Crown GPS Coordinates Start: 38.624823, -121.456666
GPS Coordinates End:
Caption: 0062 - Minimally Acceptable - Depression on crown, up to 2-in deep and 16- in in diameter.
Inspect ID: 2023-0265
Feature Details: Levee Embankments - Depressions / Rutting - Crown GPS Coordinates Start: 38.624823, -121.456666
GPS Coordinates End:
Caption: 0062 - Minimally Acceptable - Depression on crown, up to 2-in deep and 16- in in diameter.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0007
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.625376, -121.458842
GPS Coordinates End:
Caption: 0007 - Minimally Acceptable - Depression on upper LS slope from what appears to be human foot path. Approximately 3-ft wide and 4-in deep.
Inspect ID: 2023-0034
Feature Details: Levee Embankments - Depressions / Rutting - Landside Toe and Slope
GPS Coordinates Start: 38.62398, -121.460945
GPS Coordinates End: 38.62394, -121.461068
Caption: 0034 - Unacceptable - Series of depressions at LS toe. Depressions are up to 8-in deep and 3-ft in diameter.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0034
Feature Details: Levee Embankments - Depressions / Rutting - Landside Toe and Slope
GPS Coordinates Start: 38.62398, -121.460945
GPS Coordinates End: 38.62394, -121.461068
Caption: 0034 - Unacceptable - Series of depressions at LS toe. Depressions are up to 8-in deep and 3-ft in diameter.
Inspect ID: 2023-0034
Feature Details: Levee Embankments - Depressions / Rutting - Landside Toe and Slope
GPS Coordinates Start: 38.62398, -121.460945
GPS Coordinates End: 38.62394, -121.461068
Caption: 0034 - Unacceptable - Series of depressions at LS toe. Depressions are up to 8-in deep and 3-ft in diameter.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0024
Feature Details: Levee Embankments - Depressions / Rutting - Waterside Slope GPS Coordinates Start: 38.623359, -121.461867
GPS Coordinates End:
Caption: 0024 - Minimally Acceptable - Depression on mid WS slope, up to 4-in deep and 2-ft in diameter.
Inspect ID: 2023-0201
Feature Details: Levee Embankments - Depressions / Rutting - Waterside Toe GPS Coordinates Start: 38.623229, -121.461903
GPS Coordinates End:
Caption: 0201 - Minimally Acceptable - Significant depression at WS bank, and approximately 30-ft from WS toe, up to 40-ft wide, and up to 4-ft deep. Does not appear to cut into projected levee prism.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0201
Feature Details: Levee Embankments - Depressions / Rutting - Waterside Toe GPS Coordinates Start: 38.623229, -121.461903
GPS Coordinates End:
Caption: 0201 - Minimally Acceptable - Significant depression at WS bank, and approximately 30-ft from WS toe, up to 40-ft wide, and up to 4-ft deep. Does not appear to cut into projected levee prism.
Inspect ID: 2023-0014
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.622063, -121.464858
GPS Coordinates End:
Caption: 0014 - Unacceptable - Depression on mid LS slope about 4-ft wide, 10-ft long and 8-in deep.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0014
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.622063, -121.464858
GPS Coordinates End:
Caption: 0014 - Unacceptable - Depression on mid LS slope about 4-ft wide, 10-ft long and 8-in deep.
Inspect ID: 2023-0014
Feature Details: Levee Embankments - Depressions / Rutting - Landside Slope GPS Coordinates Start: 38.622063, -121.464858
GPS Coordinates End:
Caption: 0014 - Unacceptable - Depression on mid LS slope about 4-ft wide, 10-ft long and 8-in deep.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0230
Feature Details: Levee Embankments - Depressions / Rutting - Waterside GPS Coordinates Start: 38.620554, -121.46718
GPS Coordinates End:
Caption: 0230 - Minimally Acceptable - Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in.
Inspect ID: 2023-0230
Feature Details: Levee Embankments - Depressions / Rutting - Waterside GPS Coordinates Start: 38.620554, -121.46718
GPS Coordinates End:
Caption: 0230 - Minimally Acceptable - Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0230
Feature Details: Levee Embankments - Depressions / Rutting - Waterside GPS Coordinates Start: 38.620554, -121.46718
GPS Coordinates End:
Caption: 0230 - Minimally Acceptable - Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in.
Inspect ID: 2023-0230
Feature Details: Levee Embankments - Depressions / Rutting - Waterside GPS Coordinates Start: 38.620554, -121.46718
GPS Coordinates End:
Caption: 0230 - Minimally Acceptable - Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0230
Feature Details: Levee Embankments - Depressions / Rutting - Waterside GPS Coordinates Start: 38.620554, -121.46718
GPS Coordinates End:
Caption: 0230 - Minimally Acceptable - Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in.
Inspect ID: 2023-0230
Feature Details: Levee Embankments - Depressions / Rutting - Waterside GPS Coordinates Start: 38.620554, -121.46718
GPS Coordinates End:
Caption: 0230 - Minimally Acceptable - Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0242
Feature Details: Levee Embankments - Animal Control - Waterside Toe and Slope GPS Coordinates Start: 38.625766, -121.447321
GPS Coordinates End:
Caption: 0242 - Minimally Acceptable - Cluster of gopher mounds on WS slope and toe. No burrows observed on opposing slope.
Inspect ID: 2023-0242
Feature Details: Levee Embankments - Animal Control - Waterside Toe and Slope GPS Coordinates Start: 38.625766, -121.447321
GPS Coordinates End:
Caption: 0242 - Minimally Acceptable - Cluster of gopher mounds on WS slope and toe. No burrows observed on opposing slope.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0242
Feature Details: Levee Embankments - Animal Control - Waterside Toe and Slope GPS Coordinates Start: 38.625766, -121.447321
GPS Coordinates End:
Caption: 0242 - Minimally Acceptable - Cluster of gopher mounds on WS slope and toe. No burrows observed on opposing slope.
Inspect ID: 2023-0004
Feature Details: Levee Embankments - Animal Control - Landside Slope GPS Coordinates Start: 38.620477, -121.467387
GPS Coordinates End:
Caption: 0004 - Acceptable - Multiple 1 to 2-in diameter animal burrows in LS slope.
No burrows observed on opposing slope.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0004
Feature Details: Levee Embankments - Animal Control - Landside Slope GPS Coordinates Start: 38.620477, -121.467387
GPS Coordinates End:
Caption: 0004 - Acceptable - Multiple 1 to 2-in diameter animal burrows in LS slope.
No burrows observed on opposing slope.
Inspect ID: 2023-0004
Feature Details: Levee Embankments - Animal Control - Landside Slope GPS Coordinates Start: 38.620477, -121.467387
GPS Coordinates End:
Caption: 0004 - Acceptable - Multiple 1 to 2-in diameter animal burrows in LS slope.
No burrows observed on opposing slope.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0004
Feature Details: Levee Embankments - Animal Control - Landside Slope GPS Coordinates Start: 38.620477, -121.467387
GPS Coordinates End:
Caption: 0004 - Acceptable - Multiple 1 to 2-in diameter animal burrows in LS slope.
No burrows observed on opposing slope.
Inspect ID: 2023-0184
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside
GPS Coordinates Start: 38.628227, -121.436958
GPS Coordinates End: 38.627948, -121.435566
Caption: 0184 - Acceptable - Engineered riprap on WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0255
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Toe
GPS Coordinates Start: 38.62826, -121.437488
GPS Coordinates End:
Caption: 0255 - Minimally Acceptable - Engineered riprap at pipe outlet at WS toe.
Minor displacement and vegetation observed. No scouring observed.
Inspect ID: 2023-0176
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside
GPS Coordinates Start: 38.628217, -121.438422
GPS Coordinates End:
Caption: 0176 - Acceptable - Engineered riprap on WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0166
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Toe
GPS Coordinates Start: 38.627987, -121.439421
GPS Coordinates End:
Caption: 0166 - Acceptable - Engineered riprap at pipe outlet at WS toe. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection.
Inspect ID: 2023-0251
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside
GPS Coordinates Start: 38.627579, -121.44157
GPS Coordinates End:
Caption: 0251 - Acceptable - Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0251
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside
GPS Coordinates Start: 38.627579, -121.44157
GPS Coordinates End:
Caption: 0251 - Acceptable - Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection.
Inspect ID: 2023-0136
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside
GPS Coordinates Start: 38.627399, -121.443181
GPS Coordinates End: 38.627597, -121.441881
Caption: 0136 - Acceptable - Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0138
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside
GPS Coordinates Start: 38.626891, -121.443983
GPS Coordinates End:
Caption: 0138 - Acceptable - Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Extends for approximately 100-ft upstream.
Inspect ID: 2023-0100
Feature Details: Levee Embankments - Riprap Revetments & Bank Protection - Waterside Slope
GPS Coordinates Start: 38.626068, -121.446407
GPS Coordinates End:
Caption: 0100 - Minimally Acceptable - Engineered riprap on WS slope under Rio Linda Blvd. bridge. Minor displacement observed.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0261
Feature Details: Levee Embankments - Revetments other than Riprap - Waterside Slope
GPS Coordinates Start: 38.627586, -121.43239
GPS Coordinates End:
Caption: 0261 - Acceptable - Shotcrete revetment under Marysville Blvd on WS slope.
Appears to be in good condition with negligible spalling and cracks.
Inspect ID: 2023-0261
Feature Details: Levee Embankments - Revetments other than Riprap - Waterside Slope
GPS Coordinates Start: 38.627586, -121.43239
GPS Coordinates End:
Caption: 0261 - Acceptable - Shotcrete revetment under Marysville Blvd on WS slope.
Appears to be in good condition with negligible spalling and cracks.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0090
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.625942, -121.447712
GPS Coordinates End:
Caption: 0090 - Acceptable - Per As-Built AM-04-0619, sheet C117, relief well No. 14 constructed east of Sump 103, housed beneath storm drain manhole cover. Shown in O&M Manual. Pump tested and video inspected August 2022. Well is recorded to be in good condition.Inspect ID: 2023-0090
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.625942, -121.447712
GPS Coordinates End:
Caption: 0090 - Acceptable - Per As-Built AM-04-0619, sheet C117, relief well No. 14 constructed east of Sump 103, housed beneath storm drain manhole cover. Shown in O&M Manual. Pump tested and video inspected August 2022. Well is recorded to be in good condition.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0090
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.625942, -121.447712
GPS Coordinates End:
Caption: 0090 - Acceptable - Per As-Built AM-04-0619, sheet C117, relief well No. 14 constructed east of Sump 103, housed beneath storm drain manhole cover. Shown in O&M Manual. Pump tested and video inspected August 2022. Well is recorded to be in good condition.Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Inspect ID: 2023-0028
Feature Details: Levee Embankments - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.623868, -121.461266
GPS Coordinates End: 38.625318, -121.459401
Caption: 0028 - Unacceptable - Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0204
Feature Details: Floodwalls - Unwanted Vegetation Growth - Landside GPS Coordinates Start: 38.6277, -121.433124
GPS Coordinates End:
Caption: 0204 - Unacceptable - Two trees up to 2-ft in diameter approximately 15-ft off the LS face of floodwall.
Inspect ID: 2023-0021
Feature Details: Floodwalls - Unwanted Vegetation Growth - Waterside GPS Coordinates Start: 38.627572, -121.43382
GPS Coordinates End: 38.627538, -121.432603
Caption: 0021 - Unacceptable - Several trees up to 4-ft in diameter up to 15-ft off the WS face of the floodwall.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0021
Feature Details: Floodwalls - Unwanted Vegetation Growth - Waterside GPS Coordinates Start: 38.627572, -121.43382
GPS Coordinates End: 38.627538, -121.432603
Caption: 0021 - Unacceptable - Several trees up to 4-ft in diameter up to 15-ft off the WS face of the floodwall.
Inspect ID: 2023-0198
Feature Details: Floodwalls - Encroachments - Landside
GPS Coordinates Start: 38.628253, -121.436132
GPS Coordinates End: 38.627701, -121.432339
Caption: 0198 - Minimally Acceptable - Embankment crown is asphalt paved. Appears to be used as bike trail. No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0198
Feature Details: Floodwalls - Encroachments - Landside
GPS Coordinates Start: 38.628253, -121.436132
GPS Coordinates End: 38.627701, -121.432339
Caption: 0198 - Minimally Acceptable - Embankment crown is asphalt paved. Appears to be used as bike trail. No permit found.
Inspect ID: 2023-0198
Feature Details: Floodwalls - Encroachments - Landside
GPS Coordinates Start: 38.628253, -121.436132
GPS Coordinates End: 38.627701, -121.432339
Caption: 0198 - Minimally Acceptable - Embankment crown is asphalt paved. Appears to be used as bike trail. No permit found.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0198
Feature Details: Floodwalls - Encroachments - Landside
GPS Coordinates Start: 38.628253, -121.436132
GPS Coordinates End: 38.627701, -121.432339
Caption: 0198 - Minimally Acceptable - Embankment crown is asphalt paved. Appears to be used as bike trail. No permit found.
Inspect ID: 2023-0206
Feature Details: Floodwalls - Encroachments - Other
GPS Coordinates Start: 38.627677, -121.432574
GPS Coordinates End:
Caption: 0206 - Acceptable - Chainlink at east end of floodwall. Extends for approximately 100-ft southeast, away from the floodwall. Shown in As-Built AM-04- 0624, sheet 19
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0206
Feature Details: Floodwalls - Encroachments - Other
GPS Coordinates Start: 38.627677, -121.432574
GPS Coordinates End:
Caption: 0206 - Acceptable - Chainlink at east end of floodwall. Extends for approximately 100-ft southeast, away from the floodwall. Shown in As-Built AM-04- 0624, sheet 19
Inspect ID: 2023-0191
Feature Details: Floodwalls - Encroachments - Landside
GPS Coordinates Start: 38.62761, -121.432722
GPS Coordinates End:
Caption: 0191 - Unacceptable - Wooden utility pole with anchor approximately 5-ft from LS of floodwall. Overhead utility lines cross the floodwall with more than 25-ft of vertical clearance. No permit found. Not shown in as-built drawings. May negatively impact the floodwall or inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0191
Feature Details: Floodwalls - Encroachments - Landside
GPS Coordinates Start: 38.62761, -121.432722
GPS Coordinates End:
Caption: 0191 - Unacceptable - Wooden utility pole with anchor approximately 5-ft from LS of floodwall. Overhead utility lines cross the floodwall with more than 25-ft of vertical clearance. No permit found. Not shown in as-built drawings. May negatively impact the floodwall or inhibit operations.
Inspect ID: 2023-0208
Feature Details: Floodwalls - Encroachments - Other
GPS Coordinates Start: 38.627854, -121.434377
GPS Coordinates End:
Caption: 0208 - Acceptable - Break in floodwall from LIS 2023-0218 for approximately 200-ft upstream. Line of protection provided by levee embankment.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0207
Feature Details: Floodwalls - Encroachments - Other
GPS Coordinates Start: 38.628207, -121.435356
GPS Coordinates End:
Caption: 0207 - Acceptable - Break in floodwall from LIS 2023-0218 for approximately 150-ft upstream. Line of protection provided by levee embankment.
Inspect ID: 2023-0260
Feature Details: Floodwalls - Encroachments - Waterside GPS Coordinates Start: 38.628079, -121.435736
GPS Coordinates End: 38.62766, -121.433408
Caption: 0260 - Unacceptable - Homeless encampments with various debris and trash at and within 15-ft of WS face of floodwall. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0260
Feature Details: Floodwalls - Encroachments - Waterside GPS Coordinates Start: 38.628079, -121.435736
GPS Coordinates End: 38.62766, -121.433408
Caption: 0260 - Unacceptable - Homeless encampments with various debris and trash at and within 15-ft of WS face of floodwall. Debris includes various scrap metal and wood. May inhibit operations.
Inspect ID: 2023-0260
Feature Details: Floodwalls - Encroachments - Waterside GPS Coordinates Start: 38.628079, -121.435736
GPS Coordinates End: 38.62766, -121.433408
Caption: 0260 - Unacceptable - Homeless encampments with various debris and trash at and within 15-ft of WS face of floodwall. Debris includes various scrap metal and wood. May inhibit operations.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0116
Feature Details: Floodwalls - Closure Structures (Stop Log Closures and Gates) (A or U only) - Waterside
GPS Coordinates Start: 38.626224, -121.446297
GPS Coordinates End:
Caption: 0116 - Acceptable - Closure structure for Rio Linda Blvd. consisting of concrete floodwalls on both sides of road on WS. Closure is also provided via concrete barriers on sides of bridge crossing.
Inspect ID: 2023-0116
Feature Details: Floodwalls - Closure Structures (Stop Log Closures and Gates) (A or U only) - Waterside
GPS Coordinates Start: 38.626224, -121.446297
GPS Coordinates End:
Caption: 0116 - Acceptable - Closure structure for Rio Linda Blvd. consisting of concrete floodwalls on both sides of road on WS. Closure is also provided via concrete barriers on sides of bridge crossing.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0116
Feature Details: Floodwalls - Closure Structures (Stop Log Closures and Gates) (A or U only) - Waterside
GPS Coordinates Start: 38.626224, -121.446297
GPS Coordinates End:
Caption: 0116 - Acceptable - Closure structure for Rio Linda Blvd. consisting of concrete floodwalls on both sides of road on WS. Closure is also provided via concrete barriers on sides of bridge crossing.
Inspect ID: 2023-0116
Feature Details: Floodwalls - Closure Structures (Stop Log Closures and Gates) (A or U only) - Waterside
GPS Coordinates Start: 38.626224, -121.446297
GPS Coordinates End:
Caption: 0116 - Acceptable - Closure structure for Rio Linda Blvd. consisting of concrete floodwalls on both sides of road on WS. Closure is also provided via concrete barriers on sides of bridge crossing.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0253
Feature Details: Floodwalls - Concrete Surfaces - Waterside GPS Coordinates Start: 38.627662, -121.440776
GPS Coordinates End:
Caption: 0253 - Minimally Acceptable - Crack on WS face of floodwall up to 1-in thick. Does not appear to threaten floodwall performance or integrity.
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0218
Feature Details: Floodwalls - Concrete Surfaces - Other GPS Coordinates Start: 38.626468, -121.445449
GPS Coordinates End: 38.627704, -121.432588
Caption: 0218 - Acceptable - Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about 2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.
Inspect ID: 2023-0178
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.628257, -121.438945
GPS Coordinates End:
Caption: 0178 - Unacceptable - Joint material has deteriorated on monolith joint, exposing waterstop. Monolith joint missing joint material and may allow water to pass through to the landside.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0178
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.628257, -121.438945
GPS Coordinates End:
Caption: 0178 - Unacceptable - Joint material has deteriorated on monolith joint, exposing waterstop. Monolith joint missing joint material and may allow water to pass through to the landside.
Inspect ID: 2023-0158
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627684, -121.441098
GPS Coordinates End:
Caption: 0158 - Unacceptable - Joint material has deteriorated on monolith joint.
Monolith joint missing joint material and may allow water to pass through to the landside
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0158
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627684, -121.441098
GPS Coordinates End:
Caption: 0158 - Unacceptable - Joint material has deteriorated on monolith joint.
Monolith joint missing joint material and may allow water to pass through to the landside
Inspect ID: 2023-0158
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627684, -121.441098
GPS Coordinates End:
Caption: 0158 - Unacceptable - Joint material has deteriorated on monolith joint.
Monolith joint missing joint material and may allow water to pass through to the landside
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0158
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627684, -121.441098
GPS Coordinates End:
Caption: 0158 - Unacceptable - Joint material has deteriorated on monolith joint.
Monolith joint missing joint material and may allow water to pass through to the landside
Inspect ID: 2023-0254
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627758, -121.441508
GPS Coordinates End:
Caption: 0254 - Unacceptable - Joint material has deteriorated on both monolith joints on either side of concrete vault. Monolith joint missing joint material and may allow water to pass through to the landside
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0254
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627758, -121.441508
GPS Coordinates End:
Caption: 0254 - Unacceptable - Joint material has deteriorated on both monolith joints on either side of concrete vault. Monolith joint missing joint material and may allow water to pass through to the landside
Inspect ID: 2023-0254
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627758, -121.441508
GPS Coordinates End:
Caption: 0254 - Unacceptable - Joint material has deteriorated on both monolith joints on either side of concrete vault. Monolith joint missing joint material and may allow water to pass through to the landside
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0254
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627758, -121.441508
GPS Coordinates End:
Caption: 0254 - Unacceptable - Joint material has deteriorated on both monolith joints on either side of concrete vault. Monolith joint missing joint material and may allow water to pass through to the landside
Inspect ID: 2023-0254
Feature Details: Floodwalls - Monolith Joints - Joints
GPS Coordinates Start: 38.627758, -121.441508
GPS Coordinates End:
Caption: 0254 - Unacceptable - Joint material has deteriorated on both monolith joints on either side of concrete vault. Monolith joint missing joint material and may allow water to pass through to the landside
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0112
Feature Details: Floodwalls - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.628397, -121.43755
GPS Coordinates End:
Caption: 0112 - Unacceptable - Previous 2009 inspection identified: 3-in diameter perforated PVC pipe with geotextile cover extending 14-ft into levee. Unable to locate observation in 2023. Shown in As-Built AM-04-0624, sheet D-2. Per referenced as- built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75. Relief drain is broken and should include a screened cap at the end.
Inspect ID: 2023-0115
Feature Details: Floodwalls - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.628345, -121.43723
GPS Coordinates End:
Caption: 0115 - Unacceptable - 3-in diameter PVC pipe extending into levee 3-ft below crown. Tape measure able to be pushed in 14 ft. End of pipe has threaded male coupling. Previous inspection identified similar PVC pipe lateral 100-ft to the west.
Shown in As-Built AM-04-0624, Sheet D-2. Per referenced as-built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75.
Relief drain is broken and should include a screened cap at the end. No maintenance records available. No documentation of the required pump testing.
Photos
Levee Inspection Report
American River FCD - Unit 7, Arcade Creek right bank
Photos
Inspect ID: 2023-0115
Feature Details: Floodwalls - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.628345, -121.43723
GPS Coordinates End:
Caption: 0115 - Unacceptable - 3-in diameter PVC pipe extending into levee 3-ft below crown. Tape measure able to be pushed in 14 ft. End of pipe has threaded male coupling. Previous inspection identified similar PVC pipe lateral 100-ft to the west.
Shown in As-Built AM-04-0624, Sheet D-2. Per referenced as-built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75.
Relief drain is broken and should include a screened cap at the end. No maintenance records available. No documentation of the required pump testing.
Inspect ID: 2023-0115
Feature Details: Floodwalls - Underseepage Relief Wells / Toe Drainage Systems - Landside
GPS Coordinates Start: 38.628345, -121.43723
GPS Coordinates End:
Caption: 0115 - Unacceptable - 3-in diameter PVC pipe extending into levee 3-ft below crown. Tape measure able to be pushed in 14 ft. End of pipe has threaded male coupling. Previous inspection identified similar PVC pipe lateral 100-ft to the west.
Shown in As-Built AM-04-0624, Sheet 31. Per referenced as-built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75.
Relief drain is broken and should include a screened cap at the end. No maintenance records available. No documentation of the required pump testing.
Inspection Observation Report
Inspection Observation Report – AR09
Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1 2023-0006 FRM Channels
Vegetation and
Obstructions U Right Bank
Right bank and parts of channel heavily vegetated with dense brush and small diameter trees. May impact channel design flow capacity. Point
38.668132,
-121.438229
2 2023-0055 FRM Channels Encroachments M Right Bank
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. Point
38.667201,
-121.433998
3 2023-0002 FRM Channels Encroachments M
Top of Left
Bank
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. Point
38.668141,
-121.438275
4 2023-0001 FRM Channels Encroachments U Other Beaver dam in channel. Dam creates about 1-ft of hydraulic head. May impact design flow capacity. Point
38.668145,
-121.437996
5 2023-0053 FRM Channels Encroachments U Left Bank
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. Point
38.667798,
-121.436357
6 2023-0051 FRM Channels Encroachments M Right Bank
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. Point
38.667158,
-121.43351
7 2023-0049 FRM Channels Erosion U Left Bank Erosion of upper left bank. Cuts up to 20-in into design grade. Point
38.66716,
-121.431838
8 2023-0047 FRM Channels Erosion U Right Bank
Erosion on lower right bank. Unable to access site for measurement. Appears to cut into the bank more that 12-in.
Point
38.667154,
-121.431699
9 2023-0046 FRM Channels Erosion U Right Bank
Continuous erosion feature on right bank. Unable to take measurements, but appears to be deeper than 1-ft into design grade.
Line
38.667332,
-121.435378
38.667353,
-121.436058
10 2023-0045 FRM Channels Encroachments U
Channel
Bottom
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.
Point
38.667081,
-121.431648
11 2023-0044 FRM Channels Erosion U
Top of Right
Bank
Running water from adjacent drainage ditch is actively flowing and eroding the top of right bank deeper than 1-ft into design grade.
Point
38.66715,
-121.435387
12 2023-0043 FRM Channels Encroachments M Right Bank
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 as-built drawings. No permit found. Does not appear likely to inhibit operations or impact channel capacity. Point
38.665733,
-121.431427
13 2023-0042 FRM Channels Erosion U Left Bank
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. Line
38.667152,
-121.434002
38.667815,
-121.436335
14 2023-0041 FRM Channels Encroachments M Left Bank
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. Point
38.665581,
-121.431597
15 2023-0040 FRM Channels Erosion U Right Bank
Continuous erosion feature on right bank. Unable to take measurements, but appears to be deeper than 1-ft into design grade.
Line
38.667312,
-121.433562
38.667323,
-121.434356
16 2023-0039 FRM Channels Encroachments U Other
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. Point
38.665579,
-121.431566
17 2023-0038 FRM Channels Erosion U Right Bank
Large continuous erosion feature on right bank. Unable to take measurements, but appears to be significantly deeper than 1-ft into design grade.
Line
38.667189,
-121.43161
38.667288,
-121.432357
18 2023-0037 FRM Channels Erosion U Right Bank Erosion site with up to 20-in vertical and horizontal cut into lower right bank. Point
38.665436,
-121.431518
19 2023-0036 FRM Channels Erosion U Right Bank
Large erosion gully on right bank. Unable to take measurements but appears to be deeper than 1-ft into the design grade.
Point
38.667124,
-121.431687
20 2023-0035 FRM Channels Erosion M Right Bank Bank erosion at several locations along right bank. Erosion sites are less than 12-in deep. Line
38.664869,
-121.431542
38.665377,
-121.431539
21 2023-0004 FRM Channels Encroachments A Other
Dry Creek Rd. concrete crosses over channel. Supported on drilled piers within the channel. Shown in As-Built 01-04-0392, sheet 10.
Point
38.668193,
-121.438304
Printed Date: 4/18/2025
Inspection Observation Report
American River FCD - Unit 8, Magpie creek Page 1 of 3
Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
22 2023-0057 FRM Channels Encroachments U
Top of Left
Bank
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. Point
38.668116,
-121.438064
23 2023-0022 FRM Channels
Riprap
Revetments &
Banks M Left Bank Riprap on left bank. Voids up to 6-in deep observed, Minor displacement and vegetation observed. Line
38.663076,
-121.431616
38.663382,
-121.43161
24 2023-0024 FRM Channels
Vegetation and
Obstructions U Other
Cluster of trees up to 1-ft in diameter within channel. Trees may impact channel design flow capacity. Point
38.663734,
-121.431642
25 2023-0026 FRM Channels Concrete Surfaces A Other
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. Point
38.665588,
-121.431626
26 2023-0027 FRM Channels Erosion M Left Bank
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. Point
38.662865,
-121.431758
27 2023-0028 FRM Channels Encroachments M
Top of Left
Bank
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. Point
38.665598,
-121.431648
28 2023-0029 FRM Channels Erosion U Right Bank
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.
Line
38.66338,
-121.431551
38.663661,
-121.431544
29 2023-0030 FRM Channels
Vegetation and
Obstructions U Other
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. Line
38.665577,
-121.431563
38.668105,
-121.436281
30 2023-0031 FRM Channels
Vegetation and
Obstructions
U Other
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.
Point
38.664023,
-121.43166
31 2023-0032 FRM Channels Concrete Surfaces A Left Bank Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition.
Negligible spalling and cracking observed.
Point
38.665691,
-121.431682
32 2023-0033 FRM Channels Erosion U
Top of Right
Bank
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.
Point
38.664902,
-121.431519
33 2023-0034 FRM Channels Erosion U Left Bank
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.
Line
38.666305,
-121.431676
38.667121,
-121.431651
34 2023-0018
Levee
Embankments Encroachments M Crown
Concrete foundations on LS and WS hinges. Appears to be for a former pipe gate. Depth of concrete foundations unknown. Does not inhibit operations or negatively impact the levee. Point
38.662619,
-121.431677
35 2023-0016
Levee
Embankments Encroachments U Landside
Pipe elements within approximately 5-ft off LS toe. Shown in As-Built 01-04-0392, Sheet 10, as 'Pump House, 6" Pipe'. Alignment of underground pipes unknown. Unclear if pipes cross levee at this location. May inhibit operations or negatively impact the levee. Not identified in UCIP. Point
38.661561,
-121.431518
36 2023-0025
Levee
Embankments Encroachments M Landside
Dilapidated barbed wire fence approximately 5-ft off LS toe. Does not inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found. Line
38.661547,
-121.431483
38.662694,
-121.431769
37 2023-0023
Levee
Embankments Encroachments A Landside
Chain link fence topped with barbed wire at and within 15-ft of LS toe. Fence eventually meanders beyond 15-ft of toe. Shown in As-Built 01-04-0392, Sheet 10. Line
38.661189,
-121.430772
38.661536,
-121.431465
38 2023-0012
Levee
Embankments
Riprap
Revetments &
Bank Protection U
Waterside
Slope
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. Point
38.661239,
-121.430602
39 2023-0017
Levee
Embankments
Unwanted
Vegetation
Growth U Landside Cluster of trees approximately 12-ft off LS toe. Tree trunks up to 2-ft DBH. Point
38.660909,
-121.430207
40 2023-0010
Levee
Embankments
Riprap
Revetments &
Bank Protection U
Waterside
Slope
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. Point
38.660964,
-121.429977
Printed Date: 4/18/2025
Inspection Observation Report
American River FCD - Unit 8, Magpie creek Page 2 of 3
Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
41 2023-0013
Levee
Embankments Encroachments U Other
24-in diameter pipe crossing the levee. 36-in diameter CMP stand pipe on WS slope. Pipe has several signs welded to the top to act as stand pipe cover. No LS features observed. Per As-Built 01-04-0392, Sheet 18, there are two corrugated metal cutoff walls around pipe. Per as-built, WS standpipe houses a slide gate. Per UCIP, there is a flapgate on the WS end. DSID 24384. Shown in As-Built 01-04- 0392, Sheet 10, Station 72+10. No video inspection available.
Point
38.660971,
-121.429874
42 2023-0019
Levee
Embankments
Erosion / Bank
Caving U
Waterside
Slope
Inconsistent and lumpy slope on WS slope and toe. Several erosion features observed more than 12- in deep in WS slope. Line
38.660971,
-121.429871
38.661772,
-121.431549
43 2023-0015
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Small depressions and rutting observed on LS slope near hinge. Depth is less than 6-in. Line
38.660822,
-121.42978
38.660874,
-121.429887
44 2023-0011
Levee
Embankments
Unwanted
Vegetation
Growth U Landside
Two trees approximately 10-ft off LS toe. Trunks greater than 2-ft DBH. Trees appear to be California Redwood. Point
38.660828,
-121.429676
45 2023-0014 FRM Channels Concrete Surfaces A Left Bank Channel is concrete lined on left bank for approximately 30-ft. Appears to be in good condition.
Negligible spalling and cracking observed.
Point
38.660848,
-121.429381
46 2023-0007
Levee
Embankments Encroachments A
Slopes and
Crown
Pipe gate on crown with metal fencing on LS and WS hinges. Inhibits unauthorized access from Raley Blvd. Point
38.660813,
-121.429388
47 2023-0009
Levee
Embankments Encroachments U Landside Toe
Chainlink topped with barbed wire at LS toe. May inhibit operations. Not shown in as-built drawings.
No permit found. Line
38.660784,
-121.429367
38.66089,
-121.430029
48 2023-0005
Levee
Embankments Encroachments U Other
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. Point
38.660811,
-121.429259
49 2023-0008 FRM Channels
Vegetation and
Obstructions M Other
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. Line
38.660891,
-121.429212
38.665456,
-121.431563
50 2023-0003
Levee
Embankments Encroachments U Other
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. Point
38.66076,
-121.429241
Printed Date: 4/18/2025
Inspection Observation Report
American River FCD - Unit 8, Magpie creek Page 3 of 3
Inspection Observation Report – AR06
Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1 2023-0192
Levee
Embankments Encroachments U Other
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. Point
38.666645,
-121.451164
2 2023-0184
Levee
Embankments Encroachments A
Landside
Slope Gravel paved fill access ramp on LS slope. Shown in As-Built AM-04-0625, Sheet GP-1. Point
38.666516,
-121.451132
3 2023-0185
Levee
Embankments Encroachments A
Landside
Slope
Two pipe gates on LS hinge and slope. Gates inhibit unauthorized access from Rio Linda Blvd. Shown in As-Built AM-04-0625, Sheet GP-1. Point
38.66651,
-121.451138
4 2023-0183
Levee
Embankments Encroachments A
Waterside
Slope Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet GP-1. Point
38.666581,
-121.451416
5 2023-0182
Levee
Embankments
Depressions /
Rutting M Waterside
Rutting on WS toe patrol road. Ruts are up to 5-in deep, 24-in wide, and extend for approximately 25- ft upstream. Point
38.665838,
-121.452154
6 2023-0068 FRM Channels Encroachments M
Channel
Bottom
Concrete structure with three culverts crosses channel on WS. Per LMA, previously used as a cattle/low flow crossing. No permit found. Not shown in as-built drawings. Does not appear likely to inhibit channel design flow capacity. Point
38.665183,
-121.452686
7 2023-0067
Levee
Embankments Encroachments A
Waterside
Slope Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet L-6. Point
38.665052,
-121.452681
8 2023-0180
Levee
Embankments
Depressions /
Rutting M Landside Series of ruts on LS toe patrol road. Ruts are up to 3-in deep and 12-in wide. Line
38.664834,
-121.452601
38.662741,
-121.456809
9 2023-0031
Levee
Embankments Encroachments A
Landside
Slope Gravel paved fill access ramp on LS slope. Shown in As-Built AM-04-0625, Sheet L-6. Point
38.664687,
-121.453079
10 2023-0101
Levee
Embankments
Riprap
Revetments &
Bank Protection M Waterside
Riprap on WS bank extends about 200-ft upstream. Minor displacement observed. Dense vegetation obscures more than 25% of the riprap. Point
38.664734,
-121.453216
11 2023-0179
Levee
Embankments Animal Control M
Landside
Slope
Cluster of animal burrows on upper LS slope. Burrows are up to 6-in in diameter and 6-in deep. No burrows observed on opposing slope. Point
38.663688,
-121.454641
12 2023-0030
Levee
Embankments Encroachments U Other
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. Point
38.663004,
-121.456489
13 2023-0181
Levee
Embankments Encroachments M
Waterside
Toe and
Slope
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. Point
38.663022,
-121.456555
14 2023-0029
Levee
Embankments
Depressions /
Rutting U
Landside
Slope Depression on lower LS slope, up to 4-ft wide and just over 6-in deep. Point
38.662943,
-121.45663
15 2023-0178
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Two ruts on mid LS slope. Ruts are 12-in wide and 5-in deep. Point
38.662594,
-121.457393
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 1 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
16 2023-0065
Levee
Embankments Encroachments U Other
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.
Point
38.662642,
-121.457428
17 2023-0177
Levee
Embankments Encroachments A
Landside
Slope and
Crown
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. Line
38.662368,
-121.457556
38.662311,
-121.452256
18 2023-0064
Levee
Embankments Encroachments A
Waterside
Slope
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. Point
38.662564,
-121.457873
19 2023-0074
Levee
Embankments Encroachments U Waterside
Homeless encampment and miscellaneous debris within 15-ft of WS toe. Debris includes wood panels. May inhibit operations. Point
38.662399,
-121.457885
20 2023-0149
Levee
Embankments Encroachments M
Waterside
Slope
Gravel paved fill access ramp on WS slope leading to the west. No permit found. Not shown in as- built drawings. Point
38.662453,
-121.458033
21 2023-0028
Levee
Embankments Encroachments M
Landside Toe
and Slope
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. Point
38.662144,
-121.458242
22 2023-0176
Levee
Embankments Encroachments M
Waterside
Toe and
Slope
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.
Point
38.661932,
-121.458941
23 2023-0005
Levee
Embankments Encroachments U Landside Toe
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. Line
38.661332,
-121.46006
38.66485,
-121.452712
24 2023-0175
Levee
Embankments Sod Cover A
Landside
Slope and
Crown
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. Point
38.661371,
-121.460282
25 2023-0026
Levee
Embankments Encroachments U Other
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. Point
38.661022,
-121.460365
26 2023-0024
Levee
Embankments Encroachments M Landside Toe
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.
Point
38.660519,
-121.461532
27 2023-0173
Levee
Embankments Encroachments A
Landside
Slope
Gravel paved fill access ramp on LS slope leading to Pinedale Ave. Shown in As-Built AM-04-0625, Sheet L-4. Point
38.660441,
-121.461658
28 2023-0023
Levee
Embankments Encroachments A Landside Toe LMA owned pipe gate at LS ramp. Prevents unauthorized access to the levee from Pinedale Ave. Point
38.660363,
-121.461645
29 2023-0022
Levee
Embankments Encroachments U
Landside
Slope
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. Point
38.660462,
-121.461802
30 2023-0063
Levee
Embankments Encroachments U
Waterside
Slope Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings. Point
38.660555,
-121.461977
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 2 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
31 2023-0021
Levee
Embankments Encroachments M Landside Toe
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. Point
38.660222,
-121.462307
32 2023-0174
Levee
Embankments Encroachments A Landside Pipe gate within 15-ft of LS toe. Inhibits unauthorized access from Pinedale Ave. Point
38.660166,
-121.462365
33 2023-0172
Levee
Embankments Sod Cover M
Landside
Slope
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. Point
38.660183,
-121.462406
34 2023-0171
Levee
Embankments Encroachments M
Waterside
Toe and
Slope
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. Point
38.660165,
-121.463009
35 2023-0191
Levee
Embankments Encroachments U Landside Toe
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. Point
38.659983,
-121.462956
36 2023-0018
Levee
Embankments Encroachments A
Landside
Slope Concrete stairs on LS slope. Stairs cut up to 10-in into levee. Permit 16827. Point
38.659669,
-121.4639
37 2023-0170
Levee
Embankments Sod Cover A
Landside
Slope
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. Point
38.659669,
-121.463918
38 2023-0052
Levee
Embankments
Erosion / Bank
Caving M
Waterside
Toe and
Slope
Erosion around concrete wingwalls on lower WS slope and toe. Erosion is up to 6-in deep and 3-ft wide. Point
38.659832,
-121.464193
39 2023-0062
Levee
Embankments Encroachments U Other
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. Point
38.659648,
-121.464132
40 2023-0054
Levee
Embankments Encroachments A
Waterside
Slope Concrete stairs on WS slope. Stairs cut up to 10-in into levee prism. Permit 16827. Point
38.659659,
-121.464168
41 2023-0169
Levee
Embankments Sod Cover M
Waterside
Slope
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. Point
38.659623,
-121.464175
42 2023-0058
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Depression on upper LS slope. Depression is up to 4-ft in diameter and 5-in deep. Point
38.659573,
-121.464173
43 2023-0017
Levee
Embankments Encroachments U Landside Toe
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. Point
38.659496,
-121.464303
44 2023-0148
Levee
Embankments Encroachments A
Landside Toe
and Slope
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 AM-04-0625, Sheet SP-1. Line
38.659504,
-121.464339
38.659679,
-121.463833
45 2023-0014
Levee
Embankments Encroachments M
Landside
Slope
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. Point
38.659527,
-121.464607
46 2023-0046
Levee
Embankments Sod Cover M
Waterside
Slope
Erosion rill on WS slope along WS access ramp. Rill is just over 3-in deep and extends for approximately 25-ft. Point
38.659126,
-121.465977
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 3 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
47 2023-0044
Levee
Embankments Encroachments A
Waterside
Slope Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet L-3. Point
38.65907,
-121.466085
48 2023-0060
Levee
Embankments Encroachments U Other
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. Point
38.659005,
-121.466104
49 2023-0012
Levee
Embankments Encroachments A Landside Toe LMA owned pipe gate at LS levee toe. Prevents unauthorized access from Kelton Way. Point
38.65889,
-121.466107
50 2023-0168
Levee
Embankments Encroachments M
Waterside
Toe and
Slope
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. Point
38.659012,
-121.46623
51 2023-0166
Levee
Embankments Sod Cover M
Waterside
Slope Erosion rills extending down WS slope. Rills are just over 3-in deep. Point
38.658949,
-121.466304
52 2023-0167
Levee
Embankments Encroachments A
Landside
Slope
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. Point
38.658879,
-121.466275
53 2023-0059
Levee
Embankments Animal Control M
Waterside
Slope
Several rodent holes in WS slope up to 8-in deep and 18-in in diameter. Holes at toe appear to have collapsed. No burrows observed on opposing slope. Point
38.65862,
-121.46725
54 2023-0165
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe and
Slope
Tree 30-in in diameter within 15-ft of WS toe with branches overhanging WS slope with less than 8-ft of clearance. Point
38.658248,
-121.468271
55 2023-0038
Levee
Embankments
Depressions /
Rutting M Crown Depression on crown up to 30-in in diameter and 3-in deep. Point
38.65814,
-121.468264
56 2023-0036
Levee
Embankments
Depressions /
Rutting M
Landside
Slope
Series of depressions on lower LS slope up to 30-in in diameter and 5.5-in deep. Extends for approximately 100-ft upstream. Point
38.658169,
-121.46832
57 2023-0164
Levee
Embankments Encroachments M Crown
Small pile of sandbags on crown. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.657959,
-121.469123
58 2023-0009
Levee
Embankments Encroachments U Landside Toe
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. Point
38.657561,
-121.469845
59 2023-0163
Levee
Embankments Sod Cover A
Landside
Slope and
Crown
Minor rilling on upper WS slope and hinge, up to 2-in deep. Extends for approximately 200-ft upstream. Point
38.657518,
-121.47041
60 2023-0161
Levee
Embankments Animal Control M
Waterside
Slope
Cluster of animal burrows on lower WS slope. Burrows up to 6-in in diameter. No burrows observed on opposing slope. Point
38.657382,
-121.471454
61 2023-0153
Levee
Embankments Encroachments U Waterside
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. Line
38.657306,
-121.472624
38.657471,
-121.474652
62 2023-0003
Levee
Embankments Encroachments M
Waterside
Slope Gravel covered fill access ramp on WS slope. Not shown in as-built drawings. No permit found. Point
38.65738,
-121.472991
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 4 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
63 2023-0158
Levee
Embankments
Depressions /
Rutting M Waterside Depression on WS access ramp slope, up to 5-in deep, 3-ft wide, and 20-ft long. Point
38.657406,
-121.473036
64 2023-0055
Levee
Embankments Encroachments M
Landside
Slope
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. Point
38.657219,
-121.473093
65 2023-0160
Levee
Embankments Encroachments M Waterside
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. Point
38.657505,
-121.473135
66 2023-0020
Levee
Embankments Sod Cover A
Waterside
Slope Erosion rill just less than 3-in deep on WS slope extending the length of the access ramp. Point
38.657384,
-121.473152
67 2023-0156
Levee
Embankments Animal Control M
Waterside
Toe and
Slope
Cluster of animal burrows on lower WS slope and toe, up to 8-in in diameter. No burrows observed on opposing slope. Point
38.657504,
-121.474032
68 2023-0154
Levee
Embankments Encroachments M Waterside
Metal pipe gate within 15-ft of WS toe. Associated with fence in LIS 2023-0014. Does not inhibit operations. Not shown in as-built drawings. No permit found. Point
38.657522,
-121.474116
69 2023-0001
Levee
Embankments Encroachments A
Landside
Slope
LMA Pipe access gate on LS ramp with pipe fencing along ramp. Inhibits unauthorized access to railroad crossing. Point
38.657281,
-121.474417
70 2023-0053
Levee
Embankments Encroachments M
Landside
Slope
Gravel covered fill access ramp from LS crown to LS toe. No permit found. Not shown in as-built drawings. Point
38.657311,
-121.474482
71 2023-0051
Levee
Embankments Encroachments U Other
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.
Point
38.65749,
-121.474471
72 2023-0008
Levee
Embankments Encroachments A
Slopes and
Crown
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.
Point
38.657378,
-121.474502
73 2023-0152
Levee
Embankments Sod Cover A Landside Erosion rill just less than 3-in deep and 20-ft long on LS access ramp. Point
38.657296,
-121.474582
74 2023-0010
Levee
Embankments Sod Cover A
Landside
Slope and
Crown Series of shallow rills on LS slope and hinge. Rills are up to 2-in deep. Point
38.657378,
-121.4746
75 2023-0006
Levee
Embankments Encroachments M
Waterside
Toe
Wooden fence and river gage at WS toe. Does not inhibit operations. Not shown in as-built drawings.
No permit found.
Point
38.657441,
-121.474597
76 2023-0099
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe Dense brush and cluster of trees up to 2-ft DBH at WS toe. Point
38.657384,
-121.474621
77 2023-0050
Levee
Embankments
Closure
Structures A Other
Stop log closure structure at UPRR Dry Creek crossing. Closure SOP provided. Operated by City of Sacramento. Permit 14477. Necessary equipment/materials are readily available during flood season and are located the North Area Corp Yard. Closure trail erections are performed once or more times per year. Point
38.657381,
-121.474621
78 2023-0004
Levee
Embankments Encroachments U
Slopes and
Crown
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. Point
38.657441,
-121.474672
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 5 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
79 2023-0151
Levee
Embankments
Depressions /
Rutting M
Slopes and
Crown
Series of ruts on crown and LS and WS slopes. Extends for approximately 50-ft upstream. Ruts are up to 3-in deep. Point
38.657392,
-121.474684
80 2023-0186
Levee
Embankments
Riprap
Revetments &
Bank Protection A
Waterside
Slope
Riprap on WS slope underneath Rio Linda Blvd. crossing. Appears engineered. Riprap is in good condition with no visible scouring, voids, or vegetation. Point
38.666857,
-121.451238
81 2023-0086
Levee
Embankments Sod Cover M
Waterside
Slope
Erosion rill on WS slope along WS access ramp. Rill is just over 3-in deep and approximately 30-ft long. S Point
38.666786,
-121.45134
82 2023-0108 Floodwalls Concrete Surfaces A
Waterside
Slope and
Crown
Concrete floodwall on WS of crown. Connects to concrete side-barrier on the west side of Rio Linda Ave Bridge. Floodwall and barrier provide closure for lower road crossing. Bridge foundation elements on WS bank. Shown in As-Built AM-04-0625, Sheet GP-1. Point
38.666733,
-121.451172
83 2023-0011
Levee
Embankments Encroachments U Other
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. Point
38.666728,
-121.451158
84 2023-0110
Levee
Embankments Encroachments M Landside Toe Asphalt paved fill access ramp at LS toe. No permit found. Not shown in as-built drawings. Point
38.666727,
-121.450843
85 2023-0112
Levee
Embankments Sod Cover U
Landside Toe
and Slope
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. Point
38.666723,
-121.450796
86 2023-0190
Levee
Embankments
Erosion / Bank
Caving M
Waterside
Slope
Erosion on WS slope surrounding utility pole and guy wires. Erosion feature is approximately 7-ft in diameter and 7-in deep. Point
38.667057,
-121.451066
87 2023-0189
Levee
Embankments Sod Cover M Waterside Erosion rills on WS access ramp. Rills are up to 5-in deep and 20-ft long. Point
38.667076,
-121.451097
88 2023-0102
Levee
Embankments Encroachments U
Waterside
Slope and
Crown
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. Point
38.666951,
-121.451063
89 2023-0144
Levee
Embankments Encroachments M
Waterside
Slope and
Crown
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. Point
38.668118,
-121.438569
90 2023-0142
Levee
Embankments
Unwanted
Vegetation
Growth M
Landside
Slope
Tree 8-in in diameter on non-project levee (Permit 17980) LS slope. Unclear if tree is within federal project easement. Point
38.668112,
-121.43858
91 2023-0146
Levee
Embankments Encroachments A
Slopes and
Crown
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. Point
38.668118,
-121.438507
92 2023-0187
Levee
Embankments Encroachments U Waterside
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. Point
38.666936,
-121.451134
93 2023-0025
Levee
Embankments Encroachments M
Waterside
Slope and
Crown
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. Point
38.668123,
-121.438474
94 2023-0159
Levee
Embankments Encroachments A Crown
Metal access gate on levee crown and rails along WS hinge. Inhibits unauthorized access from Dry Creek road. Point
38.668103,
-121.43854
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 6 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
95 2023-0157
Levee
Embankments Encroachments A
Waterside
Slope Unpaved access ramp on WS slope. Permit 17980. Photo not available. Point
38.668161,
-121.438927
96 2023-0048
Levee
Embankments Encroachments U Other
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. Point
38.668123,
-121.440009
97 2023-0049
Levee
Embankments Encroachments M Landside
Chainlink and wooden fence within 5-ft of non-project levee (Permit 17980) LS toe. Unclear if fence is within federal project easement. Line
38.668113,
-121.442106
38.66807,
-121.438491
98 2023-0193
Levee
Embankments Encroachments A Other
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. Point
38.666932,
-121.451217
99 2023-0150
Levee
Embankments Encroachments A
Slopes and
Crown Non-project levee ties into federal levee, extending east towards Dry Creek Road. Permit 17980. Line
38.668176,
-121.44188
38.668101,
-121.438436
100 2023-0140
Levee
Embankments
Unwanted
Vegetation
Growth M Landside
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. Line
38.668115,
-121.440719
38.6681,
-121.439348
101 2023-0138
Levee
Embankments
Depressions /
Rutting U Waterside
Series of multiple ruts and depressions on WS toe patrol road. Ruts and depression are just over 6-in deep and 5-ft in diameter. Line
38.668249,
-121.4407
38.668232,
-121.4392
102 2023-0136
Levee
Embankments Sod Cover A
Waterside
Slope
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. Point
38.668167,
-121.438968
103 2023-0134
Levee
Embankments Sod Cover M
Waterside
Slope and
Crown Series of erosion rills on upper WS slope and hinge. Rills are just over 3-in deep and 5-ft in length. Point
38.668267,
-121.442697
104 2023-0088 FRM Channels Encroachments M
Channel
Bottom
Beaver dam in channel. Approximately 1-ft of hydraulic head created. Does not appear likely to inhibit channel design flow capacity.
Point
38.668382,
-121.443192
105 2023-0132
Levee
Embankments
Depressions /
Rutting M
Waterside
Slope Tire ruts on WS slope. Ruts are up to 2-in deep, 10-in wide, and 5-ft in length. Point
38.668288,
-121.443256
106 2023-0122
Levee
Embankments
Depressions /
Rutting M
Waterside
Toe and
Slope Tire ruts on WS slope and toe. Ruts are up to 1-in deep, 10-in wide, and 10-ft in length Point
38.668318,
-121.445987
107 2023-0120
Levee
Embankments Encroachments M
Waterside
Toe and
Slope
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. Point
38.668288,
-121.446456
108 2023-0124
Levee
Embankments Sod Cover A
Landside
Slope and
Crown
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. Point
38.668234,
-121.446753
109 2023-0085 FRM Channels Encroachments M
Channel
Bottom
Remnants of concrete structure and miscellaneous debris in creek 50-ft east of bike bridge. Does not appear likely to inhibit channel design flow capacity.
Point
38.668131,
-121.447221
110 2023-0118
Levee
Embankments Sod Cover A
Waterside
Slope and
Crown
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. Point
38.668028,
-121.447283
111 2023-0041
Levee
Embankments Encroachments A
Landside
Slope Gravel paved fill access ramp on LS slope. Shown in As-Built AM-04-0625, Sheet L-8. Point
38.667957,
-121.447278
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 7 of 8 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
112 2023-0155
Levee
Embankments Encroachments U Landside
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. Line
38.667751,
-121.447196
38.668115,
-121.442224
113 2023-0126
Levee
Embankments Sod Cover A Landside Erosion rills on LS access ramp. Rills are up to 2-in deep and 10-ft in length. Point
38.667806,
-121.44726
114 2023-0128
Levee
Embankments
Erosion / Bank
Caving M Waterside
Erosion feature on WS bank approximately 15-ft off WS toe. Erosion is up to 20-in deep and 2-ft in diameter. Does not appear to penetrate levee prism. Point
38.668044,
-121.447385
115 2023-0019
Levee
Embankments Encroachments U Other
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. Point
38.668152,
-121.447449
116 2023-0084
Levee
Embankments Encroachments M Other
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. Point
38.668154,
-121.447459
117 2023-0130
Levee
Embankments Encroachments U Waterside
Call box within 15-ft of WS toe. Alignment of underground utilities unknown. Unclear if utilities cross through levee at this location. May negatively impact the levee. No permit found. Not shown in as- built drawings. Point
38.668066,
-121.44746
118 2023-0116
Levee
Embankments Encroachments A
Slopes and
Crown
Pipe gate with metal fencing down LS and WS slopes. Inhibits unauthorized access from Sacramento Northern Bike Path. Point
38.667899,
-121.447628
119 2023-0114
Levee
Embankments
Depressions /
Rutting M
Waterside
Slope Rutting on mid WS slope. Ruts are up to 5-in deep, 12-in wide, and 10-ft long Point
38.667813,
-121.450398
120 2023-0188
Levee
Embankments Encroachments A
Waterside
Slope Gravel paved fill access ramp on WS slope. Shown in As-Built AM-04-0625, Sheet GP-1. Point
38.667161,
-121.450898
121 2023-0015
Levee
Embankments Encroachments U Other
48-in diameter concrete pipe through levee. Concrete headwall structure with trash racks on LS.
Racks have captured miscellaneous trash and debris. Concrete vault with bollards on levee crown.
Concrete headwall structure with flapgate and trash racks. No permit found. Not shown in as-built drawings. Video inspected April 2020; No issues identified. PACP LoF Grade 1. DSID 24826. Point
38.666974,
-121.450761
122 2023-0013
Levee
Embankments Encroachments U Landside
Drainage ditch about 10-ft from LS toe. About 20-ft wide and 6-ft deep. 30-in diameter CMP culvert through ramp near Rio Linda Blvd. levee access gates. Culvert is more than 15-ft from LS toe. Ditch has a couple inches of standing water. At bike trail crossing, ditch extends more than 15-ft from LS toe. Concrete headwall structure with 48-in culvert and flap gate crosses under bike trail. No permit found. Not shown in as-built drawings. May inhibit operations or negatively impact the levee. Photos not available.
Line
38.666867,
-121.450659
38.667696,
-121.447686
123 2023-0100
Levee
Embankments Encroachments A
Landside
Slope
Pipe gate and pipe fence on LS slope, leads to additional pipe gate at LS toe. Inhibits unauthorized access from Rio Linda Ave. Point
38.666809,
-121.450821
124 2023-0098
Levee
Embankments Encroachments A
Landside
Slope Asphalt paved fill ramp on LS slope from Rio Linda Ave. Shown in As-Built AM-04-0625, Sheet GP-1. Point
38.666807,
-121.450897
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Units 6 and 8, Dry Creek left bank Page 8 of 8
Inspection Observation Report – AR2A
Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1 2023-0100
Levee
Embankments Sod Cover M
Waterside
Slope
Erosion rills along WS slope where access ramp meets slope. Rills are just over 3-in deep. Surface runoff protection appears to cover approximately 80% of the ramp at this location. Point
38.620464,
-121.467878
2 2023-0098
Levee
Embankments Encroachments M
Waterside
Slope
Unpaved access ramp on WS slope. Ramp cuts about 10-in into slope. Not shown in as-built drawings. No permit found. Point
38.620466,
-121.467966
3 2023-0001
Levee
Embankments Encroachments U Other
Utility lines cross over levee with more than 25-ft of vertical clearance. LS pole more than 15-ft from LS toe. WS pole in WS slope; pole is unstable. Two anchors with rope south of pole in WS reduce pole sway. Two 4-in by 4-in posts attached to pole with metal support bars on north side and bolted into the base of the pole. Not shown in as-built drawings. No permit found. May negatively impact the levee. Point
38.62066,
-121.467957
4 2023-0005
Levee
Embankments Encroachments U Landside Toe
Utility box with 6.5-in by 8.5-in wood post at LS toe. Box has conduit penetrating the ground.
Conduit alignment unknown. Not shown in as-built drawings. Permit not found. May negatively impact the levee. Point
38.620678,
-121.467957
5 2023-0096
Levee
Embankments
Depressions /
Rutting U
Landside
Slope Series of ruts on LS slope. Up to 2-ft wide, 5-ft long and 8-in deep. Point
38.620688,
-121.46781
6 2023-0094
Levee
Embankments Encroachments M
Landside
Slope Gravel paved fill access ramp on LS slope. Not shown on as-built drawings. No permit found. Point
38.620716,
-121.467927
7 2023-0008
Levee
Embankments Encroachments A
Landside
Slope LMA owned pipe gate. Inhibits unauthorized access to railroad crossing. Point
38.621007,
-121.46799
8 2023-0010
Levee
Embankments Encroachments U Other
2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Partially filled with debris. Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Shown on As- Built 01-04-0392, Sheet 5, Station 264+00. DSID 24479. Identified in O&M Manual. No video inspection available. Point
38.621535,
-121.467986
9 2023-0135
Levee
Embankments
Depressions /
Rutting U
Waterside
Toe
Several ruts just over 6-in deep on WS access road. Some areas are ponded with water making road inaccessible to standard vehicles. Line
38.622518,
-121.468593
38.62311,
-121.468706
10 2023-0020
Levee
Embankments Encroachments NA Landside
Ditch beyond railroad easement, 100-ft from LS toe. Less than 2-in of water. Extends about 900-ft south to end of segment alignment. Line
38.62344,
-121.46812
38.620673,
-121.467708
11 2023-0019
Levee
Embankments Encroachments U Other
Storm drain manhole cover on levee crown near LS hinge housing a siphon breaker. 8-in diameter water main crosses levee and under canal at this location. No visible inlet on LS. Per UCIP, cutoff wall around pipe under levee. DSID 24519. Permit 7606. No video inspection available.
Point
38.623595,
-121.468465
12 2023-0023
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills up to 2-in observed on LS slope. More than 50% of sod cover missing on LS slope for approximately 10-ft at this location. Point
38.62416,
-121.468565
13 2023-0090
Levee
Embankments Sod Cover M Waterside
Erosion rills along WS access ramp. Rills are just under 6-in deep. Surface runoff protection appears to cover approximately 100% of the ramp at this location. Point
38.624584,
-121.468787
14 2023-0088
Levee
Embankments Encroachments M
Waterside
Slope Gravel paved fill access ramp on WS slope. Not shown on as-built drawings. No permit found. Point
38.624802,
-121.468704
15 2023-0028
Levee
Embankments Encroachments U Other
3-ft by 4-ft concrete drop inlet with steel grate in place at LS toe. Inlet partially filled with debris.
Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Shown on As-Built 01-04-0392, Sheet 5, Station 278+00. DSID 24480. Identified in O&M Manual. No video inspection available. Point
38.625354,
-121.468795
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 1 of 7 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
16 2023-0029
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills up to 2-in observed on LS slope. More than 25% of sod cover missing on LS slope for approximately 15-ft at this location. Point
38.62609,
-121.468975
17 2023-0030
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills up to 2-in observed on LS slope. Surface runoff protection appears to cover approximately 90% of the slope at this location. Point
38.627006,
-121.469086
18 2023-0134
Levee
Embankments Sod Cover M
Landside
Slope
Minor erosion rills just over 3-in deep on LS slope. More than 50% of sod cover missing on LS slope for approximately 15-ft at this location. Point
38.628535,
-121.469316
19 2023-0034
Levee
Embankments Encroachments U Other
Previous 2009 inspection identified a 24-in CMP inlet with concrete headwall on the landside of railroad embankment. Inlet not observed in 2023, and no features observed on waterside to indicate pipe crosses levee. As-Built 01-04-0392, Sheet 5, Station 290+92, identifies a 24-in CMP through the railroad embankment (does not cross levee) near this location and calls for it to be plugged with cement grout. Unable to confirm if this is the same pipe due to lack of visual inspection. No DSID. No 2023 photos available. 2009 Photo. Point
38.628893,
-121.469247
20 2023-0037
Levee
Embankments Encroachments U Other
2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Partially filled with debris. Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Discharge outlet mostly filled with sediment. Shown on As-Built 01-04-0392, Sheet 5, Station 292+00. DSID 24481.
Identified in O&M Manual. No video inspection available. Point
38.629179,
-121.469461
21 2023-0043
Levee
Embankments Encroachments A
Slopes and
Crown
San Juan Rd. concrete bridge crosses over levee. Two concrete drilled piers on the LS toe and two more further than 15-ft from WS toe. Shown on As-Built 01-04-0392, sheet 5 as Silver Eagle Road, Station 296+26. Point
38.629936,
-121.469687
22 2023-0133
Levee
Embankments Sod Cover M
Landside
Slope
Approximately 50% sod cover missing on LS slope under the San Juan Rd. bridge crossing. Missing sod cover extends for approximately 75-ft. Several erosion rills on LS slope, just over 3-in deep. Point
38.630058,
-121.469657
23 2023-0132
Levee
Embankments Encroachments M
Waterside
Slope
Miscellaneous debris along WS slope, toe and bank. Extends about 300-ft south to San Juan Rd. crossing. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.630199,
-121.469752
24 2023-0045
Levee
Embankments Encroachments U Other
Overhead utility lines cross levee. Lower communication line has more than 21-ft of vertical clearance. Power lines have more than 25-ft of vertical clearance. LS pole more than 15-ft from toe.
WS pole in lower third of WS slope. May negatively impact levee. Not shown in as-built drawings. No permit found.
Point
38.630278,
-121.46975
25 2023-0046
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills up to 2-in observed on LS slope. More than 25% of sod cover missing on LS slope for approximately 20-ft at this location. Point
38.630417,
-121.469778
26 2023-0047
Levee
Embankments Encroachments U Landside Toe Steel railroad track scrap located at LS on the edge of the toe road. May inhibit operations. Point
38.63047,
-121.469662
27 2023-0025
Levee
Embankments Encroachments U
Landside Toe
and Slope
Drainage pipe crosses under railroad embankment, outlet observed at LS toe of RR embankment.
Outlet almost entirely blocked with sediment. Unclear if drop inlet was installed at LS levee toe, not observed by LMA. In January 2023, LMA noted settlement at LS levee toe and covered site with visqueen and sandbags. LMA has contacted the railroad regarding this pipe, ownership is unclear, but may be related to similar pipe features captured under 2023-0010 (and others). May inhibit operations or negatively impact the levee. Point
38.631899,
-121.470032
28 2023-0121
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills on LS slope up to 1-in deep. Soil accumulated at toe. Surface runoff protection appears to cover approximately 100% of the slope at this location. Point
38.632463,
-121.470149
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 2 of 7 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
29 2023-0080
Levee
Embankments
Depressions /
Rutting U Landside Toe Three depressions at LS toe. Up to 3-ft wide and 8-in deep. Point
38.633273,
-121.470145
30 2023-0131
Levee
Embankments Encroachments U
Waterside
Toe Mattress, construction sign and several sand bags on WS toe. Inhibits access along WS toe. Point
38.633692,
-121.4707
31 2023-0021
Levee
Embankments
Depressions /
Rutting U
Waterside
Toe Rutting on WS toe road up to 11-in deep and 12-in wide. Rutting occasionally cuts into WS slope. Line
38.633719,
-121.470676
38.631172,
-121.470208
32 2023-0130
Levee
Embankments Encroachments M Crown Railroad tie on crown. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.634335,
-121.470456
33 2023-0053
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills up to 2.5-in observed on LS slope. More than 75% of sod cover missing on LS slope for approximately 10-ft at this location. Point
38.634906,
-121.470566
34 2023-0054
Levee
Embankments Encroachments U Other
2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Shown on As-Built 01-04-0392, Sheet 7, Station 316+00. Identified in O&M Manual. DSID 24482, but DSID coordinate location is off. No video inspection available. Point
38.635657,
-121.470661
35 2023-0057
Levee
Embankments Sod Cover A
Landside
Slope
Minor erosion rills up to 2-in observed on LS slope. More than 50% of sod cover missing on LS slope for approximately 20-ft at this location. Point
38.636157,
-121.47088
36 2023-0119
Levee
Embankments Encroachments U Landside Toe
Steel railroad tracks and ties along LS toe for about 200-ft, extending downstream. May inhibit operations. Point
38.637369,
-121.471049
37 2023-0074
Levee
Embankments Sod Cover M Waterside
Erosion rills along WS access ramp. Up to 4-in deep. Surface runoff protection appears to cover approximately 90% of the ramp at this location. Point
38.637995,
-121.471301
38 2023-0065
Levee
Embankments Sod Cover M
Landside
Slope
Erosion rills on LS slope up to 4-in deep. Rills run from crown to toe. More than 75% of sod cover missing on LS slope for approximately 15-ft at this location. Point
38.63812,
-121.471121
39 2023-0129
Levee
Embankments Encroachments M
Waterside
Slope Gravel paved fill access ramp on WS slope. Not shown on as-built drawings. No permit found. Point
38.638204,
-121.47123
40 2023-0017
Levee
Embankments Encroachments M
Waterside
Slope
4-ft by 4-ft soil shelf in WS slope. Side facing the levee crown cuts into levee approximately 6-in. Side facing the channel is built up so that the shelf is level. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.638175,
-121.47152
41 2023-0128
Levee
Embankments Encroachments M
Waterside
Slope
Man-made stairs and other miscellaneous excavations the WS slope. Excavations cut into slope up to 10-in. Stairs are covered with mats/rug and cut into slope about 4-in. Per LMA, stairs are continuously repaired but transients re-carve the stairs. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.638904,
-121.471626
42 2023-0067
Levee
Embankments
Depressions /
Rutting M
Waterside
Slope 16-in diameter depression just less than 6-in on lower WS slope near toe. Point
38.639043,
-121.471408
43 2023-0069
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Two depressions on LS slope. Up to 3-ft wide and 3-in deep. Point
38.63945,
-121.4715
44 2023-0068
Levee
Embankments Encroachments U Other
2-ft by 3-ft drop inlet with steel grate in place at LS toe. Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Shown on As-Built 01-04-0392, Sheet 7, Station 330+00. DSID 24483, but DSID coordinate location is off. Identified in O&M Manual. No video inspection available. Point
38.639477,
-121.471398
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 3 of 7 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
45 2023-0015
Levee
Embankments
Depressions /
Rutting M
Waterside
Slope and
Crown Depression just below WS hinge. Approximately 8-ft wide, 4-in deep, and extends for about 100-ft. Point
38.639914,
-121.471624
46 2023-0127
Levee
Embankments Encroachments M
Landside
Slope
Man-made stairs on the LS slope. Cut into slope about 6-in. Per LMA, continuously repaired but transients re-carve the stairs. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.63997,
-121.471596
47 2023-0062
Levee
Embankments Animal Control M
Waterside
Slope
Several animal burrows on WS slope. Up to 8 inches in diameter and 18 inches deep. No burrows observed on opposing slope. Point
38.640676,
-121.471808
48 2023-0066
Levee
Embankments Encroachments M
Waterside
Slope
Miscellaneous trash and debris on WS slope. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.640801,
-121.4718
49 2023-0070
Levee
Embankments
Riprap
Revetments &
Bank Protection M
Waterside
Slope
Significant displacement of riprap on WS slope, more than 25% displaced. Significant erosion where riprap is displaced. Erosion is less than 1-ft in depth. Point
38.640845,
-121.471864
50 2023-0071
Levee
Embankments Encroachments U Other
Four 48-in diameter pipes penetrate the levee. Concrete headwall structure with metal pipe rails and four flap gates on WS toe. Concrete vault structure with closure valves on crown. Part of City of Sacramento pump station that is on the LS more than 15-ft from LS toe. No video inspection available. Shown in As-Built 01-04-0392, Sheet 7, Station 335+37. DSID 24607, 24606, 24605, and 24279. Point
38.640887,
-121.471794
51 2023-0064
Levee
Embankments Encroachments M
Waterside
Slope
Man-made stairs on the WS slope. Cut into slope about 6-in. Per LMA, continuously repaired but transients re-carve the stairs. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.640893,
-121.471908
52 2023-0060
Levee
Embankments Encroachments M
Landside
Slope
Two man-made stairs on the LS slope. Cut into slope about 6-in. Per LMA, continuously repaired but transients re-carve the stairs. Minor erosion noted at stair cuts. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.641011,
-121.471722
53 2023-0072
Levee
Embankments Encroachments U Other
Two 54-in diameter pipes penetrate the levee. Concrete headwall structure with metal pipe rails.
Two flap gates present at WS toe. Concrete vault structure with siphon breakers at WS hinge. Vault bolted shut. Pipe sleeves with capped ends were installed through the WS wall of the siphon breaker vault and through the outfall structure wall at WS toe (DSID 24610). Part of City of Sacramento pump station that is on the LS more than 15-ft from LS toe. No video inspection available. Permit 9596, 9596-A, 9596-B, 9596-1. DSID 24610, 24609, 24608. Point
38.641034,
-121.471828
54 2023-0013
Levee
Embankments Sod Cover M
Waterside
Toe and
Slope
Scouring along concrete vaults due to lack of sod cover along the vaults. Small erosion rills down WS slope up to 4-in deep. Surface runoff protection appears to cover approximately 90% of the slope at this location. Line
38.641114,
-121.471926
38.640747,
-121.471826
55 2023-0073
Levee
Embankments Encroachments A
Slopes and
Crown
I-80 Bridge crosses levee. Six piers on LS toe and six piers on WS bank. More than 25-ft of vertical clearance observed. Permit 5649, 18614. Identified in O&M manual. Point
38.6414,
-121.471935
56 2023-0056
Levee
Embankments Encroachments U
Slopes and
Crown
Homeless encampment on WS hinge with misc. debris and trash on slopes and toes. Debris includes various furniture and scrap metal. May inhibit operations. Point
38.641599,
-121.471968
57 2023-0058
Levee
Embankments
Riprap
Revetments &
Bank Protection A
Waterside
Slope
Engineered riprap on WS slope underneath I-80 bridge crossing. No vegetation or displacement observed. Point
38.641622,
-121.472067
58 2023-0075
Levee
Embankments Encroachments U Other
2-ft by 3-ft drop inlet with steel grate in place at LS toe. Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Shown on As-Built 01-04-0392, Sheet 7, Station 340+00. DSID 24484. Identified in O&M Manual. No video inspection available. Point
38.642143,
-121.471951
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 4 of 7 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
59 2023-0076
Levee
Embankments Encroachments U Other
Previous 2009 Inspection: 16-in diameter CMP oriented vertically. No visible outlet. 2023: unable to locate CMP during this inspection cycle. Remnants of concrete observed at approximate location suggests vertical stand pipe could have been back-filled and abandoned in place. May be related to drop inlet observed in 2023-0075. Not shown in as-built drawings. No permit found. May negatively impact the levee. Point
38.642147,
-121.472018
60 2023-0078
Levee
Embankments Sod Cover M
Landside
Slope
Large erosion rill on LS slope. Rill is just less than 6-in deep and spans the length of the slope. Surface runoff protection appears to cover approximately 80% of the slope at this location.
Point
38.642603,
-121.472096
61 2023-0126
Levee
Embankments Encroachments M
Landside
Slope Gravel paved fill access ramp on LS slope. Not shown on as-built drawings. Permit not found. Point
38.643024,
-121.472249
62 2023-0050
Levee
Embankments Encroachments M
Landside
Slope
Stairs carved into LS slope, up to 4-in deep. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.64548,
-121.472664
63 2023-0052
Levee
Embankments Encroachments M
Waterside
Slope
Homeless fire pit 2-ft in diameter on mid WS slope, per LMA. Pit is backfilled, depth is unclear. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.645474,
-121.472776
64 2023-0082
Levee
Embankments Sod Cover M
Landside
Slope
Erosion rilling for about 200-ft south of the inspection point. Rills are up to 12-in wide and 5-in deep.
Surface runoff protection appears to cover approximately 80% of the slope at this location.
Point
38.645782,
-121.472715
65 2023-0084
Levee
Embankments Encroachments U Other
2-ft by 3-ft drop inlet with steel grate in place at LS toe. Pipe crosses railroad embankment and discharges on far side of railroad tracks on the LS. Shown on As-Built 01-04-0392, Sheet 7, Station 358+00. DSID 24485. Identified in O&M Manual. No video inspection available. Point
38.647025,
-121.472975
66 2023-0048
Levee
Embankments
Unwanted
Vegetation
Growth M
Waterside
Toe Brush at and within 15-ft of WS toe. Does not inhibit inspection. Line
38.648767,
-121.473534
38.647433,
-121.47332
67 2023-0097
Levee
Embankments Encroachments U Crown
Previous 2009 inspection: Well cover (8-in diameter) at crown; marked "monitoring well"; grouted annulus. 2023: cover no longer present. Grout observed in approximate location of cover. Not shown in as-built drawings. No permit found for original installment or abandonment of well. Unsure if well or related appurtenances are still present within the levee prism. May negatively impact the levee. Point
38.648955,
-121.47331
68 2023-0044
Levee
Embankments Encroachments U
Landside
Slope and
Crown
Homeless encampment on the LS hinge and slope. Encampment has misc. debris and trash, including wood pallets and scrap metal. Several small diameter poles and posts penetrate levee. May inhibit operations. Point
38.64897,
-121.473389
69 2023-0042
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe Cluster of small trees at the WS toe. Trees are up to 3-in in diameter. Point
38.649321,
-121.473607
70 2023-0125
Levee
Embankments
Erosion / Bank
Caving M
Waterside
Slope
Large erosion feature on lower WS slope. Feature up to 15-ft wide, 9-in deep, and approximately 200- ft in length, extending downstream.
Point
38.649333,
-121.473593
71 2023-0086
Levee
Embankments Encroachments U Landside Toe
Previous 2009 Inspection: line of telephone poles at LS toe. 2023: Line of poles at LS toe were observed to be cut near ground elevation. Some of the cut poles were identified in LIS 2023-0026, 2023-0028, 2023-0032, 2023-0038, 2023-0040, others might exist. Not shown in as-built drawings.
No permit found for original pole line construction or pole line abandonment. May negatively impact the levee.
Line
38.649834,
-121.473306
38.65451,
-121.474215
72 2023-0040
Levee
Embankments Encroachments NA Landside Toe
What appears to be a cut off utility pole 10-in in diameter at the LS toe. Related to LIS 2023-0086.
Photo not available. Point
38.649837,
-121.473392
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 5 of 7 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
73 2023-0011
Levee
Embankments
Riprap
Revetments &
Bank Protection M
Waterside
Slope
Remnants of riprap on lower third of WS slope. Several voids, up to 10-in deep adjacent to and beneath riprap. Photos not available. Line
38.649826,
-121.473654
38.650453,
-121.473798
74 2023-0038
Levee
Embankments Encroachments NA Landside Toe What appears to be a cut off utility pole 10-in in diameter at the LS toe. Related to LIS 2023-0086. Point
38.650214,
-121.473457
75 2023-0036
Levee
Embankments Animal Control M
Waterside
Slope
Cluster of animal burrows on lower WS slope. Burrows are less than 12-in in diameter and 2-ft deep.
No burrows observed on opposing slope. Extends for approximately 150-ft downstream. Point
38.650288,
-121.473752
76 2023-0032
Levee
Embankments Encroachments NA Landside Toe What appears to be a cut off utility pole 10-in in diameter at the LS toe. Related to LIS 2023-0086. Point
38.650965,
-121.47361
77 2023-0109
Levee
Embankments Sod Cover M
Waterside
Slope
Wide erosion rills on WS slope for approximately 50-ft downstream. Rills are up to 2-ft wide, 4-in deep, and 20-ft long. Surface runoff protection appears to cover approximately 100% of the slope at this location. Point
38.651518,
-121.474005
78 2023-0009
Levee
Embankments Sod Cover U
Landside
Slope More than 50% of sod cover missing on lower LS slope. Rilling observed up to 5-in deep. Line
38.651623,
-121.473747
38.648859,
-121.473221
79 2023-0124
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe Dense brush at and within 15-ft of WS toe. Inhibits inspection. Line
38.651777,
-121.474143
38.649579,
-121.473703
80 2023-0122
Levee
Embankments Encroachments NA Landside Toe
What appears to be a cut off utility pole 10-in in diameter at the LS toe. Related to LIS 2023-0086.
Photos not available. Point
38.652766,
-121.473914
81 2023-0026
Levee
Embankments Encroachments NA Landside Toe What appears to be a cut off utility pole 12-in in diameter at the LS toe. Related to LIS 2023-0086. Point
38.653118,
-121.474042
82 2023-0024
Levee
Embankments Encroachments M
Landside
Slope
Series of small man-made excavations oriented down the LS slope. Excavations are up to 6-in in diameter and 3-in deep. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.653261,
-121.474083
83 2023-0022
Levee
Embankments Sod Cover M
Landside
Slope
Erosion rills on LS slope. Rills are just over 3-in deep and 15-ft in length. Surface runoff protection appears to cover approximately 80% of the slope at this location. Point
38.653357,
-121.474072
84 2023-0120
Levee
Embankments Encroachments M
Landside
Slope
Stairs carved into LS slope, cuts up to 3-in into levee prism. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.653435,
-121.474155
85 2023-0123
Levee
Embankments Sod Cover U
Landside
Slope
Intermittent sod cover missing on upper LS slope. Some areas have more than 50% of sod cover missing with minor rilling. Line
38.653441,
-121.474121
38.652045,
-121.473858
86 2023-0003
Levee
Embankments Encroachments M
Waterside
Slope Gravel paved fill access ramp on WS slope. Not shown on as-built drawings. Permit not found. Point
38.654307,
-121.474445
87 2023-0116
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Series of depressions on upper third of LS slope. Up to 10-ft in diameter and 5-in deep. Line
38.654424,
-121.474309
38.654224,
-121.474284
88 2023-0018
Levee
Embankments Encroachments M
Waterside
Slope
Stairs carved into WS slope, cuts up to 7-in into levee prism. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.654865,
-121.474574
89 2023-0016
Levee
Embankments Encroachments M
Waterside
Slope
Man-made excavation on upper WS slope. Excavation is 6-ft long, 4-ft wide, and up to 7-in deep.
Does not appear likely to inhibit operations or negatively impact the levee. Point
38.654872,
-121.474568
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 6 of 7 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
90 2023-0089
Levee
Embankments Encroachments A
Landside
Slope Gravel paved fill access ramp on LS slope. Shown on As-Built 01-04-0392, Sheet 8, Station 387+65. Point
38.655098,
-121.474421
91 2023-0091
Levee
Embankments Encroachments A Other
Del Paso Rd./Main Ave. Bridge crosses levee. Four piers on LS toe and four piers on WS bank more than 15-ft from toe. More than 25-ft of vertical clearance observed. Shown on As-Built 01-04-0392, Sheet 8, Station 388+60. Permit 14352, 17818. Point
38.655307,
-121.474697
92 2023-0012
Levee
Embankments Encroachments U
Slopes and
Crown
Homeless encampments and various trash and debris on crown, LS and WS toes, and within 15-ft of toes. Debris includes various scrap metal, wood pallets, and shopping carts. May inhibit operations.
Encampment area extends for approximately 100-ft downstream. Point
38.655517,
-121.474604
93 2023-0014
Levee
Embankments Encroachments U
Waterside
Slope and
Crown
Overhead lines crossing levee crown with at least 25-ft of clearance. Associated utility pole at WS toe. Not shown on as-built drawings. No permit found. May inhibit operations or negatively impact the levee. Point
38.655536,
-121.474608
94 2023-0092
Levee
Embankments Encroachments A
Landside
Slope Gravel paved fill access ramp on LS slope. Shown in As-Built 01-04-0392, Sheet 8, Station 389+90. Point
38.655664,
-121.474553
95 2023-0117
Levee
Embankments Encroachments M
Waterside
Slope Gravel paved fill access ramp on WS slope. Not shown on as-built drawings. Permit not found. Point
38.656264,
-121.474777
96 2023-0118
Levee
Embankments Sod Cover M Waterside
Erosion rill on WS access ramp. Rill is up to 4-in deep and 30-ft in length. Surface runoff protection appears to cover approximately 100% of the ramp at this location. Point
38.656384,
-121.474868
97 2023-0002
Levee
Embankments Encroachments M
Landside
Slope Gravel paved fill access ramp on LS slope. Not shown on as-built drawings. Permit not found. Point
38.656942,
-121.474825
98 2023-0095
Levee
Embankments Encroachments NA Landside
Drainage ditch approximately 100-ft east of LS toe. Ditch becomes concrete lined just north of the I- 80 crossing. Line
38.657028,
-121.474469
38.640889,
-121.470808
99 2023-0004
Levee
Embankments Encroachments A
Landside
Slope
Pipe gate on LS access ramp. Signage indicates gate is part of the project. Inhibits unauthorized access from LS patrol road. Point
38.657052,
-121.474797
100 2023-0006
Levee
Embankments Sod Cover U
Landside
Slope
Series of erosion rills on LS slope and hinge for approximately 100-ft. Rills are up to 2-in deep and 10- ft in length. More than 50% of sod cover missing on LS slope Point
38.65711,
-121.474866
101 2023-0007
Levee
Embankments Encroachments U Landside
MCI communication cable under levee, parallel to railroad. Communication markers found along alignment near the Main Ave. Bridge crossing and continue south. Exact alignment of underground utilities unknown. Not shown on as-built drawings. Permit not found. May negatively impact the levee. Line
38.657411,
-121.474865
38.620688,
-121.467809
102 2023-0115
Levee
Embankments Encroachments A Landside
Union Pacific Railroad tracks on LS. Embankment for tracks generally 25-ft from LS toe. Shown on As- Built 01-04-0392, Sheets 5, 7, and 8. Line
38.657256,
-121.474712
38.620564,
-121.467746
103 2023-0106
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe Tree with 12-in diameter trunk within 15-ft of WS toe. Point
38.65743,
-121.474803
Printed Date: 4/22/2025
Inspection Observation Report
American River FCD - Unit 2 north, NEMDC above Arcade Creek Page 7 of 7
Inspection Observation Report – AR07
Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1 2023-0258
Levee
Embankments
Unwanted
Vegetation
Growth U Landside
Trees stump 30-in in diameter approximately 5-ft from LS toe. Other stump featured in photo is approximately 20-ft off toe. Point
38.628398,
-121.436257
2 2023-0259
Levee
EmbankmentsEncroachmentsA
Landside
Slope
Asphalt and gravel paved fill access ramp on LS slope. Ramp is previous alignment of North Levee as shown in As-Built 01-04-0392, Sheet 6, Station A 99+05. Point
38.62838,
-121.436155
3 2023-0257
Levee
EmbankmentsEncroachmentsU
Slopes and
Crown
Homeless encampments with various debris and trash on crown and slopes. Debris includes various scrap metal and wood. May inhibit operations. Point
38.62837,
-121.436191
4 2023-0181
Levee
EmbankmentsEncroachmentsA Landside Pipe gate at LS levee access point with fence. Gate inhibits unauthorized access from Rivera Dr.Point
38.628361,
-121.436132
5 2023-0180
Levee
EmbankmentsEncroachmentsNA Landside
Facility to north of levee is local water supply treatment per City of Sacramento technician. Facility is more than 15-ft from the LS toe. Point
38.628361,
-121.43613
6 2023-0198 Floodwalls EncroachmentsM Landside Embankment crown is asphalt paved. Appears to be used as bike trail. No permit found.Line
38.628253,
-121.436132
38.627701,
-121.432339
7 2023-0256
Levee
Embankments
Unwanted
Vegetation
Growth U
Landside
Slope Tree 3-ft in diameter on LS slope. Point
38.628389,
-121.437183
8 2023-0113
Levee
EmbankmentsEncroachmentsU Other
24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet structure with steel grate in place at LS toe. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Shown in As-Built 01-04-0392, Sheet 6, Station A 96+00. Permit 19127. DSID 24375. Video inspected January 2020; PACP LoF Grade 4.1.
Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance. Point
38.628394,
-121.437432
9 2023-0112 Floodwalls
Underseepage
Relief Wells / Toe
Drainage SystemsU Landside
Previous 2009 inspection identified: 3-in diameter perforated PVC pipe with geotextile cover extending 14-ft into levee. Unable to locate observation in 2023. Shown in As-Built AM-04-0624, sheet D-2. Per referenced as-built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75. Relief drain is broken and should include a screened cap at the end. Point
38.628397,
-121.43755
102023-0111
Levee
EmbankmentsEncroachmentsM Landside Toe
Previous inspection identified: 12-in high concrete wall for retaining property fill behind fence 10-ft from LS toe. In 2023: majority of retaining wall has been removed. A 4-ft long section remains. Wall does not appear to cut into projected levee prism. Does not inhibit operations or negatively impact the levee. Not shown in as-built drawings. No permit found. Point
38.62838,
-121.437735
112023-0174
Levee
EmbankmentsEncroachmentsA Crown
Overhead lines crossing levee crown with greater than 25-ft of clearance. Utility towers are beyond 15-ft from levee toes. Shown in As-Built 01-04-0392, Sheet 6, approximately station A 90+00.Point
38.628333,
-121.438454
122023-0178 Floodwalls Monolith JointsU Joints
Joint material has deteriorated on monolith joint, exposing waterstop. Monolith joint missing joint material and may allow water to pass through to the landside. Point
38.628257,
-121.438945
132023-0170
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Depression on upper LS slope up to 4-in deep and 5-ft in diameter. Point
38.628259,
-121.439239
142023-0172
Levee
Embankments
Depressions /
Rutting U Landside ToeDepression at LS toe, up to 9-in deep and 5-ft in diameter. Point
38.628258,
-121.439277
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 1 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
152023-0103
Levee
EmbankmentsEncroachmentsA Other
24-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate at LS toe. 5-ft by 6- ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown in As-Built 01-04-0392, Sheet 6, Station A 90+69. Permit 19126.
DSID 24373. Video inspected January 2020; No issues identified. PACP LoF Grade 1.Point
38.628107,
-121.439507
162023-0253 Floodwalls Concrete SurfacesM Waterside
Crack on WS face of floodwall up to 1-in thick. Does not appear to threaten floodwall performance or integrity. Point
38.627662,
-121.440776
172023-0158 Floodwalls Monolith JointsU Joints
Joint material has deteriorated on monolith joint. Monolith joint missing joint material and may allow water to pass through to the landside Point
38.627684,
-121.441098
182023-0096
Levee
EmbankmentsEncroachmentsA Other
24-in pipe crosses levee. 2-ft by 3-ft concrete drop inlet at LS toe half filled with debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flapgate at WS toe. Shown on As-Built 01-04-0392, Sheet 6, Station A 84+62. Permit 12886, 19128. UCIP 24372. Video inspected January 2020; No issues identified. PACP LoF Grade 1.Point
38.627765,
-121.4415
192023-0254 Floodwalls Monolith JointsU Joints
Joint material has deteriorated on both monolith joints on either side of concrete vault. Monolith joint missing joint material and may allow water to pass through to the landsidePoint
38.627758,
-121.441508
202023-0094
Levee
EmbankmentsEncroachmentsM Other
Utility lines cross over the levee with more than 25-ft of vertical clearance. LS pole just over 15-ft from LS toe. WS pole more than 15-ft from WS toe. Not shown in as-built drawing. No permit found.
Does not appear likely to inhibit operations or negatively impact the levee. Point
38.627753,
-121.441633
212023-0019
Levee
EmbankmentsEncroachmentsU Other
Gas line marker on WS hinge indicates 4-in gas line crosses under the levee and channel. No LS features within 15-ft of LS toe observed. No pressure test or documentation to show the pipeline is in compliance with 49 CFR Part 192. Permit 2202. DSID 24814. Point
38.627768,
-121.441646
222023-0144
Levee
EmbankmentsEncroachmentsU Landside Toe
Brick retaining wall cuts into LS toe up to 20-in into levee prism. Four 2-in diameter poles near top of retaining well. No permit found. Not shown in as-built drawings. May negatively impact the levee.Point
38.627813,
-121.442352
232023-0107
Levee
Embankments
Unwanted
Vegetation
Growth U Landside ToeTrees at LS toe and within 15-ft of LS toe on either side of fence line. Trees are up to 2-ft in diameter.Line
38.627517,
-121.443444
38.628188,
-121.439494
242023-0248
Levee
EmbankmentsEncroachmentsM
Landside
Slope Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.Point
38.627364,
-121.443668
252023-0081
Levee
EmbankmentsEncroachmentsU Other
24-in diameter pipe crosses through the levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe. Mostly free of debris. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate. Vault is same height as flood wall. Concrete headwall structure with trash rack and flapgate on WS slope. Shown in As-Built 01-04-0392, Sheet 6, Station A 77+12. Permit 12886, 19129. DSID 24371. Video inspected January 2020; PACP LoF Grade 4.1. Surface damage located at drop inlet on LS. Surface damage does not appear likely to have a negative impact on performance.Point
38.627198,
-121.443798
262023-0132
Levee
EmbankmentsEncroachmentsU
Waterside
Slope
Homeless encampment with various trash and debris on WS hinge against floodwall. May inhibit operations. Point
38.627084,
-121.443982
272023-0017
Levee
EmbankmentsEncroachmentsU Landside
Several residential encroachments within 15-ft of LS toe. Encroachments include detached garages, sheds, canopy structures, old vehicles, and above ground pools. Encroachments may inhibit operations or negatively impact the levee. Line
38.626904,
-121.444659
38.62839,
-121.436223
282023-0130
Levee
Embankments
Depressions /
Rutting M
Landside
Slope Tire rutting on LS slope, up to 2-in deep and 15-ft in length. Point
38.626605,
-121.445409
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 2 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
292023-0079
Levee
EmbankmentsSlope StabilityU
Landside
Slope
Appears that soil material has moved down the LS slope causing a bulge at the LS toe. No tension cracks observed. Line
38.62655,
-121.445478
38.626752,
-121.44475
302023-0122
Levee
EmbankmentsEncroachmentsM
Waterside
Slope Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings.Point
38.626386,
-121.445753
312023-0247
Levee
Embankments
Unwanted
Vegetation
Growth U Landside Bush stump approximately 15-ft from LS toe, approximately 2-ft in diameter.Point
38.626489,
-121.445878
322023-0246
Levee
EmbankmentsEncroachmentsU Landside
Small v-ditch within 15-ft of LS toe, approximately 2-ft deep and extends for approximately 150-ft upstream. No water observed in ditch. May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings. Point
38.626494,
-121.445898
332023-0077
Levee
EmbankmentsEncroachmentsU Landside Toe
Fence line at and within 15-ft from LS toe. Includes chainlink and wooden fences. Wooden fences prevent full inspection of the LS. May inhibit operations. Not shown in as-built drawings. No permit found. Line
38.626506,
-121.445922
38.628341,
-121.436239
342023-0120
Levee
EmbankmentsEncroachmentsA
Landside
Slope Gravel paved fill access ramp on LS slope. Shown in As-Built 01-04-0392, Sheet 6, Station A 70+30.Point
38.626417,
-121.445881
352023-0161
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown
Pipe gate across levee crown with fence on LS slope. Inhibits unauthorized access to the levee from Rio Linda Blvd. Point
38.626424,
-121.44596
362023-0160
Levee
EmbankmentsEncroachmentsM Other
24-in diameter pipe crosses through the levee. Concrete headwall inlet structure with rebar trash rack at LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge that houses slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. Video inspected January 2020; PACP LoF Grade 3.1. Shown in As-Built 01- 04-0392, Sheet 6, Station A 70+09. DSID 24370. Point
38.626321,
-121.445982
372023-0157
Levee
EmbankmentsEncroachmentsU Other
4.5-in conduit/pipe penetrates levee on WS and attached to east side of Rio Linda Blvd Bridge. May be associated with small electrical vault on WS hinge. Alignment of underground pipes unknown.
May negatively impact the levee. No permit found. Not shown on as-built drawings.Point
38.626312,
-121.44605
382023-0155
Levee
EmbankmentsEncroachmentsA Other
Rio Linda Blvd crosses levee slightly below grade and over channel. Concrete bridge on WS.
Abutment on slope. 12 piers at WS toe. Road ramps down on LS. Shown on As-Built 01-04-0392, Sheet 6, Station A 67+57. Permit 14382. Bridge closure structures identified in LIS 2023-0116.Point
38.626261,
-121.44616
392023-0116 Floodwalls
Closure
Structures (Stop
Log Closures and
Gates)
(A or U only) A Waterside
Closure structure for Rio Linda Blvd. consisting of concrete floodwalls on both sides of road on WS.
Closure is also provided via concrete barriers on sides of bridge crossing. Point
38.626224,
-121.446297
402023-0156
Levee
EmbankmentsEncroachmentsU Other
8-in water pipe crosses through levee and attached to the west side of Rio Linda Blvd Bridge. Pipe crosses over channel. Concrete vault housing control valve on LS more than 15-ft from toe. No pipe integrity test available. Permit 14787, 4787-1. DSID 24445. Point
38.626323,
-121.446356
412023-0074
Levee
EmbankmentsEncroachmentsU
Waterside
Slope and
Crown
Street light on WS hinge. Not shown in as-built drawings. No permit found. May inhibit operations or negatively impact the levee. Point
38.626212,
-121.446309
422023-0243
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown
Overhead lines crossing levee crown with at least 25-ft of clearance. Associated utility pole with guy wire on WS hinge. Shown in As-Built 01-04-0392, Sheet 6, approximately station A 69+00.Point
38.62625,
-121.446331
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 3 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
432023-0244
Levee
EmbankmentsEncroachmentsU Other
5-in conduit attached to Rio Linda Blvd. bridge deck penetrates levee on the WS. MCI electrical vaults on WS hinge. May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings. Point
38.626191,
-121.446319
442023-0102
Levee
EmbankmentsEncroachmentsU
Waterside
Slope
Homeless encampment with various debris and trash under Rio Linda Blvd. bridge on WS slope. May inhibit operations. Point
38.626178,
-121.446357
452023-0098
Levee
EmbankmentsEncroachmentsM
Landside
Slope Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.Point
38.626264,
-121.446427
462023-0241
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown
Pipe fence on crown and pipe fence at top of LS access ramp with metal fencing on WS hinge and down LS slope. Inhibits unauthorized access from Rio Linda Blvd. Point
38.626233,
-121.44642
472023-0104
Levee
EmbankmentsSod Cover M Landside
Erosion rill on LS access ramp, up to 4-in deep and 20-ft in length. Surface runoff protection appears to cover approximately 90% of the ramp at this location. Point
38.626234,
-121.446485
482023-0114
Levee
EmbankmentsSod Cover M
Landside
Slope
Wide erosion rill on upper LS slope just over 3-in deep and 3-ft wide. Rill narrows in width on lower slope. Surface runoff protection appears to cover approximately 80% of the slope at this location.Point
38.626209,
-121.446477
492023-0072
Levee
EmbankmentsEncroachmentsU Other
36-in diameter manhole on LS ramp slope. Per UCIP, 8-in sewer pipe crosses through levee at this location. Not shown in as-built drawings. No permit found. May negatively impact the levee. No pipe integrity test available. DSID 24553. Point
38.626279,
-121.446543
502023-0069
Levee
EmbankmentsEncroachmentsU Other
24-in diameter pipe crosses through levee. Concrete headwall inlet structure with rebar trash rack at LS toe. Trash and debris at inlet. Debris has facilitated water ponding resulting in erosion near LS toe. 6-ft by 5-ft concrete vault structure with steel plate cover on WS hinge housing slide gate. Concrete headwall structure with trash rack and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. Flap gate is expected to close with water pressure against the gate. No video inspection available. Shown in As-Built 01-04-0392, Sheet 6, Station A 65+73. DSID 24368. Point
38.625913,
-121.447189
512023-0240
Levee
EmbankmentsEncroachmentsM Landside
Chainlink fence 10-ft from WS toe. Does not inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings. Line
38.625986,
-121.447334
38.626177,
-121.446706
522023-0106
Levee
Embankments
Depressions /
Rutting M
Waterside
Slope Rutting on WS slope, up to 5-in deep, 2-ft wide, and 15-ft in length. Point
38.62579,
-121.447318
532023-0242
Levee
EmbankmentsAnimal ControlM
Waterside
Toe and
Slope Cluster of gopher mounds on WS slope and toe. No burrows observed on opposing slope.Point
38.625766,
-121.447321
542023-0015
Levee
EmbankmentsEncroachmentsU Other
Blue marker post on LS indicates water pipeline crosses the levee. Metal cage encloses what appears to be air relief valve on WS hinge. No other features noted. No permit found. Not shown in as-built drawings. No video inspection available. Point
38.625848,
-121.447471
552023-0150
Levee
EmbankmentsEncroachmentsA Other
Sacramento Northern Bike Trail crosses levee at grade. Concrete bridge crosses over Arcade Creek.
Bridge abutment on WS slope. Bike trail ramps down on LS. Minor crack on wingwall beneath the bridge. Shown in As-Built 01-04-0392, Sheet 6, approximate Station A 65+00, as Northern Sacramento Railway. Railway has since been altered to the bike trail. Permit 3319.Point
38.625767,
-121.447545
562023-0148
Levee
EmbankmentsEncroachmentsA Other
Three metal utility conduits attached to east side of bike bridge. One 2-in diameter and two 6-in diameter conduits cross levee. Pipes lead to concrete SMUD vault on WS slope. Concrete vault with steel manhole cover and SMUD Electrical markings on LS more than 15-ft from toe. Permit 16466, 16466-1. DSID 24447. Point
38.625645,
-121.44753
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 4 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
572023-0088
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown
Pipe gate on crown with metal fencing down LS and WS slopes. Inhibits unauthorized access from nearby bike path. Point
38.625775,
-121.447602
582023-0090
Levee
Embankments
Underseepage
Relief Wells / Toe
Drainage SystemsA Landside
Per As-Built AM-04-0619, sheet C117, relief well No. 14 constructed east of Sump 103, housed beneath storm drain manhole cover. Shown in O&M Manual. Pump tested and video inspected August 2022. Well is recorded to be in good condition. Point
38.625942,
-121.447712
592023-0064
Levee
EmbankmentsEncroachmentsU Landside Toe
Chainlink fence with barbed wire enclosing Sump 103 (LIS 2023-0146). A utility box, small metal shack, and communication pole within fenced area. Not shown in as-built drawings. No permit found. May negatively impact the levee. Point
38.625817,
-121.44778
602023-0092
Levee
EmbankmentsEncroachmentsU
Waterside
Toe
8-in diameter pipe with flapgate at concrete headwall structure on WS. No features observed on crown or LS. Alignment of pipe unknown. Not identified in UCIP. May be related to pipes and Sump 103 identified in LIS 2023-0146. No permit found. Not shown in as-built drawings. Pipe was not observed in 2009 inspection as shown in photo two. May negatively impact the levee. No video inspection available. Point
38.625614,
-121.447783
612023-0146
Levee
EmbankmentsEncroachmentsU Other
One 54-in pipe and two 30-in pipes cross levee. Two pumps on LS within City of Sacramento Sump 103. Concrete headwall structure with functional flap gates at WS outlet. Two concrete vault structures on WS hinge and slope with gate valves. Vault structure shown with single gate valve is for 54-in pipe. Other vault structure with two gate valves for 30-in pipes is surrounded with chainlink fence topped with barbed wire. No video inspection available. Permit 5683, 5683-1. DSID 24366, 24540, 24541. Point
38.62568,
-121.447795
622023-0086
Levee
EmbankmentsSod Cover U
Landside
Slope
More than 75% of sod cover missing on LS slope for approximately 100-ft upstream. Several erosion rills on LS slope up to 2-in deep and 15-ft in length. Point
38.625752,
-121.447844
632023-0084
Levee
EmbankmentsEncroachmentsA Landside Pipe gate with metal fence within 15-ft of LS toe. Inhibits unauthorized access from Altos Ave. Point
38.625848,
-121.447896
642023-0059
Levee
EmbankmentsEncroachmentsM Landside
Previous 2009 inspection identified: Irrigation line 11-ft from LS levee toe, beyond fence. In 2023:
unable to locate due to wooden fence. Not shown in as-built drawings. No permit found.Point
38.625765,
-121.448712
652023-0082
Levee
EmbankmentsEncroachmentsU
Waterside
Toe and
Slope
Homeless encampments with various trash and debris on WS slope, toe, and within 15-ft of toe.
Debris includes various scrap metal and wood. May inhibit operations. Line
38.62567,
-121.449088
38.625624,
-121.447614
662023-0013
Levee
EmbankmentsEncroachmentsU Landside
7-ft wooden fence 10-ft from LS toe. Chainlink fence approximately 1-ft beyond wooded fence.
Wooden fence inhibits full inspection. May inhibit operations. No permit found. Not shown in as- built drawings. Line
38.625874,
-121.449075
38.625831,
-121.448089
672023-0057
Levee
Embankments
Unwanted
Vegetation
Growth U Landside
Tree approximately 13-ft from LS levee toe, beyond fence line. At grade tree is appropriately 4-ft wide with two primary growth trunks. Individual growth up to 2-ft wide at DBH.Point
38.625875,
-121.449317
682023-0080
Levee
EmbankmentsSod Cover M
Landside
Slope
More than 25% of sod cover missing on LS slope for approximately 50-ft. Erosion rills up to 1-in deep and 10-ft in length observed on slope. Point
38.625857,
-121.449606
692023-0076
Levee
EmbankmentsEncroachmentsU Waterside
Fallen tree 2-ft in diameter with various tree debris at and within 15-ft of WS toe. Root ball is at WS bank, outside of levee prism. May inhibit operations. Point
38.625726,
-121.450543
702023-0062
Levee
EmbankmentsEncroachmentsU Landside
Barbed wire fencing parallel to LS levee toe. Approximately 8 to 12-ft. from toe. May inhibit operations. Not shown in as-built drawings. No permit found. Line
38.625998,
-121.450933
38.625884,
-121.449092
712023-0052
Levee
EmbankmentsEncroachmentsNA Landside
Manhole approximately 18-ft from LS levee toe. Alignment of underground pipes unknown. Per UCIP, no pipe crossing at this location. Point
38.625883,
-121.453259
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 5 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
722023-0239
Levee
EmbankmentsEncroachmentsM
Waterside
Toe and
Slope
Various trash and debris at and within 15-ft of WS toe. Extends for approximately 200-ft upstream.
Does not appear likely to inhibit operations or negatively impact the levee. Point
38.625571,
-121.453182
732023-0140
Levee
EmbankmentsEncroachmentsU Crown
Previous 2009 inspection identified: Two monitoring wells with 8-in metal covers at centerline of levee crown, approximately 12-ft apart. In 2023: Unable to locate monitoring wells. Not shown in as- built drawings. No permit found for original installment or abandonment of well. Unsure if well or related appurtenances are still present within the levee prism. May negatively impact the levee.Point
38.625622,
-121.453421
742023-0238
Levee
EmbankmentsEncroachmentsM
Landside
Slope Minor excavations on mid LS slope, up to 3-in deep and 5-ft in length. Point
38.625708,
-121.453519
752023-0011
Levee
Embankments
Erosion / Bank
Caving M
Waterside
Toe
Erosion along WS bank about 15-ft from WS toe. Vertical face up 3-ft. Does not appear to cut into projected levee prism. Line
38.625351,
-121.45367
38.625155,
-121.454165
762023-0070
Levee
EmbankmentsEncroachmentsM Landside Toe
Shopping carts filled with miscellaneous trash and debris at LS toe. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.625221,
-121.454595
772023-0068
Levee
EmbankmentsSod Cover A
Landside
Slope
Series of erosion rills on LS slope. Rills are up to 2-in deep. Surface runoff protection appears to cover approximately 80% of the slope at this location. Point
38.625192,
-121.454769
782023-0066
Levee
EmbankmentsEncroachmentsU
Waterside
Slope
Homeless encampment with various trash and debris, including scrap metal, on WS hinge, slope, toe, and within 15-ft of toe. Several small diameter poles penetrate levee slope. Wooden platform structure at lower WS slope. What appears to be an excavation on the lower WS slope. Unable to take measurements of excavation. May inhibit operations. Encampment site extends for approximately 100-ft upstream. Point
38.624979,
-121.455113
792023-0264
Levee
EmbankmentsEncroachmentsU
Waterside
Toe and
Slope
Homeless encampment with various debris and trash on lower WS slope and toe. May inhibit operations. Point
38.625012,
-121.455846
802023-0009
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside Line of trees at and within 15-ft of WS toe. Trees are up to 1-ft in diameter. Line
38.624694,
-121.456027
38.625665,
-121.450589
812023-0056
Levee
EmbankmentsEncroachmentsM
Waterside
Slope Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings.Point
38.624798,
-121.456354
822023-0265
Levee
Embankments
Depressions /
Rutting M Crown Depression on crown, up to 2-in deep and 16-in in diameter. Point
38.624823,
-121.456666
832023-0047
Levee
EmbankmentsEncroachmentsU Landside
3-ft by 3-ft concrete drop inlet within 15-ft from LS toe. Alignment of pipe associated with drop inlet unknown. May negatively impact the levee or inhibit operations. Not shown in as-built drawings. No permit found. Point
38.625017,
-121.456726
842023-0058
Levee
EmbankmentsEncroachmentsM
Landside
Slope Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.Point
38.624854,
-121.456722
852023-0134
Levee
EmbankmentsEncroachmentsU Other
Utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe. Not shown in as-built drawings. No permit found. May negatively impact the levee or inhibit operations. Point
38.624869,
-121.456736
862023-0060
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown
Metal pipe gates on crown and top of LS access ramp with metal bollards on LS and WS hinges.
Inhibits unauthorized access from Norwood Ave. Point
38.624831,
-121.456765
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 6 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
872023-0128
Levee
EmbankmentsEncroachmentsA Waterside
12-in steel pipe present on east side of bridge and crosses through levee. Cover put in place since last inspection. Box present on pipe, but unable to confirm function of box. No video inspection available. Permit 5068. DSID 24364. Point
38.624711,
-121.456924
882023-0129
Levee
EmbankmentsEncroachmentsA Other
Norwood Ave. crosses the levee and appears to be at grade. Concrete bridge on WS crosses Arcade Creek. Bridge appears to have been constructed in 2012. Bridge abutment on WS slope. Six 16-in piers within 15-ft of WS toe. Norwood Ave ramps down on LS. Shown in As-Built 01-04-0392, Sheet 6, Station A 35+00 as Sully Road. Shown in O&M manual. Permit 2510, 18617. Per permit 18617, bottom of bridge soffit has been raised to at least 3-ft above the design profile.Point
38.624816,
-121.45698
892023-0054
Levee
EmbankmentsEncroachmentsU Waterside
Several homeless encampments with various debris and trash under the Norwood Ave. bridge at and within 15-ft of the WS toe. Debris and trash include scrap wood and metal, miscellaneous furniture, and fire pits. May inhibit operations. Point
38.624713,
-121.456981
902023-0127
Levee
EmbankmentsEncroachmentsU Other
4-in steel pipe is attached to the west side of the Norwood Ave Bridge crossing and crosses through levee. Pipe is labeled natural gas. Unable to locate pipe on LS. No pressure test or documentation to show the pipeline is in compliance with 49 CFR Part 192. Permit 3417, 18641, 18641-1. DSID 24363.Point
38.624684,
-121.457112
912023-0236
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown
Pipe gate on crown with pipe metal fencing on LS slope, WS hinge, and WS slope. Pipe gate at top of LS access ramp. Inhibits unauthorized access from Norwood Ave. Point
38.624927,
-121.457295
922023-0050
Levee
EmbankmentsEncroachmentsM
Landside
Slope Gravel paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.Point
38.624958,
-121.457274
932023-0048
Levee
EmbankmentsEncroachmentsM
Waterside
Slope Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings.Point
38.625002,
-121.457509
942023-0046
Levee
EmbankmentsEncroachmentsM
Landside
Slope
Pedestrian foot path up the LS slope. Cuts approximately 3-in into the slope. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.625272,
-121.458263
952023-0234
Levee
EmbankmentsEncroachmentsU Landside Toe
Several homeless encampments with various trash and debris at and within 15-ft of the LS toe.
Debris includes scrap metal, wood, and several furniture items. May inhibit operations.Point
38.625376,
-121.45847
962023-0042
Levee
EmbankmentsEncroachmentsU
Waterside
Toe and
Slope
Two cut logs and various other trash and debris, including discarded shopping carts, on WS slope, toe, and within 15-ft of toe. May inhibit operations. Point
38.625217,
-121.458715
972023-0110
Levee
EmbankmentsEncroachmentsU Crown
12-in diameter standpipe encased in concrete on levee crown. Appears to have been backfilled and abandoned. No features observed on LS or WS. Not identified in UCIP. Alignment of pipe unknown.
May inhibit operations or negatively impact the levee. No permit found. Not shown in as-built drawings. Point
38.625386,
-121.45876
982023-0007
Levee
Embankments
Depressions /
Rutting M
Landside
Slope
Depression on upper LS slope from what appears to be human foot path. Approximately 3-ft wide and 4-in deep. Point
38.625376,
-121.458842
992023-0235
Levee
EmbankmentsEncroachmentsA
Landside Toe
and Slope
City of Sacramento pump station on LS slope. Pump station building encroaches into LS slope up to 6- ft. Concrete retaining wall with chainlink fence on top cuts into LS toe up to 5-ft. Permit 17495.Point
38.625424,
-121.458954
1002023-0044
Levee
EmbankmentsEncroachmentsA
Landside
Slope
Concrete steps set into LS levee slope. Steps lead up from pump station. Appears to cut less than 1-ft into LS slope. Permit 16677. Point
38.625338,
-121.459012
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 7 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1012023-0126
Levee
EmbankmentsEncroachmentsU Other
Two 36-in diameter pipes cross under the levee. Two manholes on levee crown with steel grates in place, housing siphon breakers. Concrete headwall structure with two functional flapgates near WS toe. Two pumps within pump station (LIS 2023-0046) on LS. Shown in As-Built 01-04-0392, Sheet 5, Station A 32+15. No video inspection available. DSID 24539, 24362. Point
38.625253,
-121.459002
1022023-0039
Levee
EmbankmentsSlope StabilityU Landside
Over-steepened slope for drainage canal below LS toe road. Steeper than 1V:1H. Slumping observed. May inhibit operation of relief well system downstream. Point
38.625112,
-121.459499
1032023-0005
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe Tree line at WS toe. Trees are up to 1-ft in diameter. Line
38.62482,
-121.459222
38.624558,
-121.457248
1042023-0030
Levee
EmbankmentsSlope StabilityU Landside
Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 7-ft in length, and 6-ft wide. Loose sediment observed at bottom of ditch. Sediment could negatively impact performance of drainage ditch and relief well system. Point
38.624584,
-121.459871
1052023-0036
Levee
EmbankmentsSod Cover M Landside
Erosion rills just greater than 3-in deep at LS hinge and slope. Surface runoff protection appears to cover approximately 100% of the slope at this location. Point
38.624501,
-121.459855
1062023-0035
Levee
EmbankmentsSod Cover A
Landside
Slope
Minor rilling up to 2-in deep present on LS slope. Surface runoff protection appears to cover approximately 100% of the slope at this location. Point
38.624417,
-121.460016
1072023-0038
Levee
EmbankmentsEncroachmentsU
Waterside
Toe and
Slope
Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations. Point
38.624255,
-121.459968
1082023-0032
Levee
EmbankmentsSlope StabilityU Landside
Slope failure on the slope of the relief well drainage ditch located on the LS of the levee. Appears to be outside of levee prism. Failure is up to 13-in deep, 10-ft in length, and 14-ft wide. Loose sediment above concrete lining could negatively impact performance of drainage ditch and relief well systemPoint
38.624213,
-121.460616
1092023-0034
Levee
Embankments
Depressions /
Rutting U
Landside Toe
and Slope Series of depressions at LS toe. Depressions are up to 8-in deep and 3-ft in diameter.Line
38.62398,
-121.460945
38.62394,
-121.461068
1102023-0028
Levee
Embankments
Underseepage
Relief Wells / Toe
Drainage SystemsU Landside
Twelve relief wells (RW-01 through RW-12) with tide flex valves at the bottom of the drainage ditch, LS of levee. Each well stored in an individual concrete compartment, spaced approximately 85-ft apart. Exterior of wells appear to be in good condition. Some well compartments are partially filled with misc. debris and sediment. Shown in O&M manual. Relief Well No. 12 at pump station is partially submerged in water. Pump tested and video inspected August 2022. Wells are recorded to be in good condition. Shown in As-Built AM-04-0619, Sheets C113, C308, C309.Line
38.623868,
-121.461266
38.625318,
-121.459401
1112023-0233
Levee
Embankments
Erosion / Bank
Caving M Landside
Erosion feature on LS drainage ditch slope. Appears to reduce width of LS toe patrol road. Feature is up to 4-ft wide and 8-in deep. Erosion is outside of levee prism. Point
38.623895,
-121.461288
1122023-0022
Levee
EmbankmentsEncroachmentsU
Waterside
Slope and
Crown
Several homeless encampments with various debris and trash on WS slope, toe, and hinge. Debris includes scrap metal and wood. Fire pit on WS slope. Encampment area extends for approximately 200-ft upstream. May inhibit operations. Point
38.623732,
-121.461219
1132023-0026
Levee
EmbankmentsEncroachmentsM
Landside
Slope
Stairs carved into lower LS slope, up to 6-in deep. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.623736,
-121.461348
1142023-0024
Levee
Embankments
Depressions /
Rutting M
Waterside
Slope Depression on mid WS slope, up to 4-in deep and 2-ft in diameter. Point
38.623359,
-121.461867
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 8 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1152023-0201
Levee
Embankments
Depressions /
Rutting M
Waterside
Toe
Significant depression at WS bank, and approximately 30-ft from WS toe, up to 40-ft wide, and up to 4-ft deep. Does not appear to cut into projected levee prism. Point
38.623229,
-121.461903
1162023-0124
Levee
EmbankmentsEncroachmentsU Other
36-in diameter pipe crosses levee. 6-in vent pipe with slide gate inside CMP riser at WS hinge. Sewer cover observed on LS more than 15-ft from LS toe. Per permit, pipe crosses under channel. No video inspection available. Permit 2841. DSID 24360. Point
38.623277,
-121.462204
1172023-0020
Levee
EmbankmentsEncroachmentsU
Waterside
Slope and
Crown Homeless encampment with various debris and trash on WS slope and hinge. May inhibit operations.Point
38.622927,
-121.462991
1182023-0018
Levee
EmbankmentsEncroachmentsU
Waterside
Toe Large pile of tree debris at WS toe, approximately 20-ft in length. May inhibit operations.Point
38.622564,
-121.463149
1192023-0016
Levee
EmbankmentsEncroachmentsU
Waterside
Slope
Man-made excavation on mid WS slope. Excavation is up to 12-in deep, 3-ft wide, and 9-ft long. May inhibit operations or negatively impact the levee. Point
38.622621,
-121.463368
1202023-0014
Levee
Embankments
Depressions /
Rutting U
Landside
Slope Depression on mid LS slope about 4-ft wide, 10-ft long and 8-in deep. Point
38.622063,
-121.464858
1212023-0012
Levee
EmbankmentsEncroachmentsM
Waterside
Toe and
Slope
A small couch and miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.620804,
-121.466616
1222023-0003
Levee
EmbankmentsEncroachmentsA Landside
30-ft wide, 5-ft deep drainage canal at the edge of LS toe road, about 15-ft from LS toe. Lower 1-ft of side slopes and bottom of canal are concrete lined. Significant sediment build-up in the eastern end of the ditch near City of Sacramento pump station. Ditch is dry. Shown in As-Built 01-04-0392, Sheet
5. Line
38.620825,
-121.467273
38.625554,
-121.459178
1232023-0010
Levee
EmbankmentsEncroachmentsM
Landside
Slope
Small wood debris pile on lower LS slope. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.620678,
-121.467064
1242023-0008
Levee
EmbankmentsSod Cover M
Landside
Slope
100% of sod cover on LS slope missing for approximately 20-ft. Minor erosion rills just less than 3-in deep observed on slope. Point
38.620665,
-121.467132
1252023-0001
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside
Tree line along WS bank with trunk diameter up to 1-ft. Some trees are within 15-ft of WS toe. Trees accompanied by metal t-posts. Line
38.620338,
-121.467037
38.624275,
-121.459477
1262023-0230
Levee
Embankments
Depressions /
Rutting M Waterside
Two sets of excavator tracks on WS slope, spaced about 50 apart. Additional excavator tracks on WS access road. Tracks cut into slope and road just over 3-in. Point
38.620554,
-121.46718
1272023-0231
Levee
EmbankmentsEncroachmentsM
Waterside
Slope
Miscellaneous trash and debris on WS slope and access road. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.620375,
-121.467177
1282023-0002
Levee
EmbankmentsEncroachmentsU Other
Overhead utility lines cross levee with more than 25-ft of vertical clearance. LS pole is at LS toe. WS pole is more than 15-ft from WS toe. May negatively impact the levee or inhibit operations. Not shown in as-built drawings. No permit found. Point
38.620499,
-121.467332
1292023-0006
Levee
EmbankmentsEncroachmentsA
Landside
Slope
LMA owned pipe gate at LS slope. Gate inhibits unauthorized access to the levee from dirt frontage road. Point
38.620537,
-121.467382
1302023-0004
Levee
EmbankmentsAnimal ControlA
Landside
Slope Multiple 1 to 2-in diameter animal burrows in LS slope. No burrows observed on opposing slope.Point
38.620477,
-121.467387
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 9 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1312023-0232
Levee
EmbankmentsSod Cover A
Slopes and
Crown
More than 50% sod cover missing on WS and LS slopes, adjacent to RR stop log closure structure.
Missing sod cover extends for approximately 10-ft. Minor erosion rills just less than 3-in deep observed on slopes. Point
38.620453,
-121.467643
1322023-0121
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown UPRR crosses levee about 8-ft below levee crown. Shown in As-Built 01-04-0392, Sheet 5.Point
38.620495,
-121.467713
1332023-0210
Levee
EmbankmentsSod Cover A
Waterside
Slope
Erosion rills on WS slope, up to 1-in deep and 20-ft in length. 100% of sod cover missing for approximately 10-ft at this location. Point
38.627681,
-121.432337
1342023-0212
Levee
EmbankmentsEncroachmentsA
Slopes and
Crown Levee segment ends in 4-ft retaining wall at Marysville Blvd. Point
38.627715,
-121.432333
1352023-0202
Levee
EmbankmentsEncroachmentsM
Landside
Slope Asphalt paved fill access ramp on LS slope. No permit found. Not shown in as-built drawings.Point
38.627758,
-121.432525
1362023-0192
Levee
EmbankmentsEncroachmentsU Other
Three metal utility pipes on Marysville Blvd bridge; one 2-in pipe, one 4-in pipe, and one 6-in pipe marked as a gas pipeline. Two vaults labelled "Smud Electric" and a Tescoflex service pedestal just west of Marysville Blvd crossing. Unclear if pipes penetrate levee. No permit found. Not shown in as- built drawings. May negatively impact the levee. Point
38.627611,
-121.432318
1372023-0194
Levee
EmbankmentsEncroachmentsA
Waterside
Slope and
Crown
Marysville Blvd Bridge abutment at WS hinge. Nine 12-in diameter piers in WS slope. Shown in O&M Manual. Permit 5751. Point
38.62761,
-121.432322
1382023-0206 Floodwalls EncroachmentsA Other
Chainlink at east end of floodwall. Extends for approximately 100-ft southeast, away from the floodwall. Shown in As-Built AM-04-0624, sheet 19 Point
38.627677,
-121.432574
1392023-0261
Levee
Embankments
Revetments other
than Riprap A
Waterside
Slope
Shotcrete revetment under Marysville Blvd on WS slope. Appears to be in good condition with negligible spalling and cracks. Point
38.627586,
-121.43239
1402023-0191 Floodwalls EncroachmentsU Landside
Wooden utility pole with anchor approximately 5-ft from LS of floodwall. Overhead utility lines cross the floodwall with more than 25-ft of vertical clearance. No permit found. Not shown in as-built drawings. May negatively impact the floodwall or inhibit operations. Point
38.62761,
-121.432722
1412023-0204 Floodwalls
Unwanted
Vegetation
Growth U Landside Two trees up to 2-ft in diameter approximately 15-ft off the LS face of floodwall.Point
38.6277,
-121.433124
1422023-0190
Levee
EmbankmentsEncroachmentsU Landside
2-ft by 3-ft concrete drop inlet 11-ft from LS of floodwall appears to connect to drop inlet and manhole located 40-ft from floodwall to the northwest. Exact alignment of underground pipes unknown. No permit found. Not shown in as-built drawings. Point
38.627649,
-121.433158
1432023-0021 Floodwalls
Unwanted
Vegetation
Growth U Waterside Several trees up to 4-ft in diameter up to 15-ft off the WS face of the floodwall.Line
38.627572,
-121.43382
38.627538,
-121.432603
1442023-0208 Floodwalls EncroachmentsA Other
Break in floodwall from LIS 2023-0218 for approximately 200-ft upstream. Line of protection provided by levee embankment. Point
38.627854,
-121.434377
1452023-0186
Levee
EmbankmentsEncroachmentsU Landside Toe
2-ft by 4-ft concrete drop inlet with metal grate in place at LS toe. Inlet mostly clear of debris.
Concrete pipe opening alignment suggests it connects to storm drain located approximately 100-ft northwest. Exact alignment of underground pipes unknown. May be related to 42-in pipe identified in LIS 2023-0183. No permit found. Not shown in as-built drawings. Point
38.628082,
-121.434812
1462023-0200
Levee
Embankments
Unwanted
Vegetation
Growth U Landside ToeTrees up to 2-ft in diameter at and within 15-ft of LS toe. Line
38.628117,
-121.4349
38.627793,
-121.433279
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 10 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1472023-0183
Levee
EmbankmentsEncroachmentsU Other
42-in pipe through the levee. Storm drain manhole cover 10-ft from LS toe. 6-ft by 7-ft concrete vault structure at WS hinge houses slide gate. Concrete headwall structure with trash racks and flap gate at WS toe. Flap gate appears to be stuck open with debris, but appears easily removable. No video inspection available. No permit found. Not shown in as-built drawings.Point
38.628052,
-121.434988
1482023-0182
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe and
Slope Trees up to 36-in diameter on lower WS slope and toe. Point
38.628037,
-121.435385
1492023-0207 Floodwalls EncroachmentsA Other
Break in floodwall from LIS 2023-0218 for approximately 150-ft upstream. Line of protection provided by levee embankment. Point
38.628207,
-121.435356
1502023-0196
Levee
EmbankmentsEncroachmentsM
Waterside
Slope Gravel paved fill access ramp on WS slope. No permit found. Not shown in as-built drawings.Point
38.628151,
-121.43545
1512023-0260 Floodwalls EncroachmentsU Waterside
Homeless encampments with various debris and trash at and within 15-ft of WS face of floodwall.
Debris includes various scrap metal and wood. May inhibit operations. Line
38.628079,
-121.435736
38.62766,
-121.433408
1522023-0188
Levee
Embankments
Unwanted
Vegetation
Growth U
Waterside
Toe Tree 4-ft in diameter at WS toe. Point
38.628186,
-121.436115
1532023-0118 Floodwalls
Underseepage
Relief Wells / Toe
Drainage SystemsU Landside
Previous 2009 inspection identified: Fragments of 3-in perforated PVC. Did not find pipe. In 2023:
unable to locate PVC scrap or pipe. Shown in As-Built AM-04-0624, Sheet 31. Per referenced as-built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75. Relief drain is broken and should include a screened cap at the end.Point
38.628268,
-121.436585
1542023-0184
Levee
Embankments
Riprap
Revetments &
Bank ProtectionA Waterside
Engineered riprap on WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Line
38.628227,
-121.436958
38.627948,
-121.435566
1552023-0115 Floodwalls
Underseepage
Relief Wells / Toe
Drainage SystemsU Landside
3-in diameter PVC pipe extending into levee 3-ft below crown. Tape measure able to be pushed in 14 ft. End of pipe has threaded male coupling. Previous inspection identified similar PVC pipe lateral 100-ft to the west. Shown in As-Built AM-04-0624, Sheet D-2. Per referenced as-built, floodwall relief drains spaced approximately every 100-ft on LS slope, from Stations 80+20 to 107+75. Relief drain is broken and should include a screened cap at the end. No maintenance records available. No documentation of the required pump testing. Point
38.628345,
-121.43723
1562023-0255
Levee
Embankments
Riprap
Revetments &
Bank ProtectionM
Waterside
Toe
Engineered riprap at pipe outlet at WS toe. Minor displacement and vegetation observed. No scouring observed. Point
38.62826,
-121.437488
1572023-0176
Levee
Embankments
Riprap
Revetments &
Bank ProtectionA Waterside
Engineered riprap on WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Point
38.628217,
-121.438422
1582023-0108
Levee
EmbankmentsEncroachmentsA Other
36-in diameter pipe crosses levee. 2-ft by 3-ft concrete drop inlet with steel grate in place at LS toe.
Manhole with cover in place at LS toe next to drop inlet. Alignment of drop inlet suggests connection to 36-in diameter manhole. 5-ft by 6-ft concrete vault structure at WS hinge houses slide gate.
Concrete headwall structure with trash racks and flapgate at WS toe. Shown in O&M Manual. Permit 19125. DSID 24379. Video inspected January 2020; No issues identified. PACP LoF Grade 1.Point
38.628285,
-121.438623
1592023-0166
Levee
Embankments
Riprap
Revetments &
Bank ProtectionA
Waterside
Toe
Engineered riprap at pipe outlet at WS toe. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Point
38.627987,
-121.439421
1602023-0168
Levee
EmbankmentsEncroachmentsM
Waterside
Toe
Small pile of tree debris on top of riprap at WS toe. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.627991,
-121.439447
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 11 of 12 Index Full Observation
Number Feature Rated Item Rating
Code Location Description of Observation Observation
Type
Start
Coordinates
End
Coordinates
1612023-0164
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside Two trees up to 2-ft in diameter approximately 14-ft from WS toe. Point
38.627724,
-121.44024
1622023-0162
Levee
EmbankmentsEncroachmentsU Waterside Homeless encampment within 15-ft of WS toe. May inhibit operations. Point
38.627734,
-121.440293
1632023-0154
Levee
EmbankmentsEncroachmentsU Waterside Large pile of tree debris approximately 10-ft in length within 15-ft of WS toe. May inhibit operations.Point
38.627528,
-121.440757
1642023-0152
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside Tree 2-ft in diameter approximately 10-ft from WS toe. Point
38.627516,
-121.441096
1652023-0252
Levee
EmbankmentsEncroachmentsM Waterside
Small pile of tree debris within 15-ft of WS toe. Does not appear likely to inhibit operations or negatively impact the levee. Point
38.627588,
-121.441271
1662023-0251
Levee
Embankments
Riprap
Revetments &
Bank ProtectionA Waterside
Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Point
38.627579,
-121.44157
1672023-0250
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside
Two trees approximately 15-ft from WS toe. One tree is up to 2-ft in diameter at the base, the other is up to 3-in at the base. Point
38.627688,
-121.442221
1682023-0136
Levee
Embankments
Riprap
Revetments &
Bank ProtectionA Waterside
Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Line
38.627399,
-121.443181
38.627597,
-121.441881
1692023-0249
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside Tree 12-in in diameter with several small trunk offshoots approximately 5-ft from WS toe.Point
38.627083,
-121.443806
1702023-0138
Levee
Embankments
Riprap
Revetments &
Bank ProtectionA Waterside
Engineered riprap at WS bank. No displacement or scouring observed. Minor vegetation observed, but does not inhibit inspection. Extends for approximately 100-ft upstream. Point
38.626891,
-121.443983
1712023-0142
Levee
Embankments
Unwanted
Vegetation
Growth U Waterside Tree with 3-ft diameter at base approximately 15-ft from WS toe. Point
38.626724,
-121.44432
1722023-0218 Floodwalls Concrete SurfacesA Other
Concrete floodwall at WS hinge. Negligible spalling and cracking observed. Floodwall generally about
2.5-ft above grade. However, exposed height increases to about 6.5-ft above grade at east end of segment. Shown in As-Built AM-04-0624, sheets L-2 through L-5, STA 79+90 to 116+70.Line
38.626468,
-121.445449
38.627704,
-121.432588
1732023-0245
Levee
EmbankmentsSod Cover A Waterside
Erosion rill on WS access ramp, just under 3-in deep and 20-ft in length. Surface runoff protection appears to cover approximately 100% of the ramp at this location. Point
38.626366,
-121.445736
1742023-0100
Levee
Embankments
Riprap
Revetments &
Bank ProtectionM
Waterside
Slope Engineered riprap on WS slope under Rio Linda Blvd. bridge. Minor displacement observed.Point
38.626068,
-121.446407
Printed Date: 6/26/2025
Inspection Observation Report
American River FCD - Unit 7, Arcade Creek right bank Page 12 of 12
Sponsor Pre-Inspection Form
Sponsor Pre-Inspection Form – AR09
Levee Inspection Report
American River FCD - Unit 8, Magpie Creek
Pre-Inspection Form