Fall 2017 Levee Maintenance Deficiency Summary Reportcdec.water.ca.gov/reportapp/javareports?name=RD0536_Full_FA_2017.pdf · DWR UCIP Field Study 0.11 DWR UCIP LMA Responsibility

State of California - Department of Water Resources - Division of Flood Management - Flood Project Integrity & Inspection Branch

Flood Control Project MaintenanceLevee Inspections

Fall 2017 Levee Maintenance Deficiency Summary Report

Overall LMA & Unit Ratings, including USACE Erosion Survey

Sacramento River Basin

Overall LMARating

U

Total LMAMiles

10.59Design & System

Obsolescence

M Miles M + 4U Miles Threshold %U Miles M Miles U Miles

Enforcement

Reclamation District No. 0536 Egbert

RD0536

Rated ItemM Miles U Miles

Maintenance Deficiency

Earthen Levee

11.87 112.04%4.91 1.74Vegetation

0.02 0.19%0.02Trim / Thin Trees

0.01 0.05Encroachments

0.08 0.76%0.02Cracking

3.42 32.28%2.82 0.15Crown Surface / Depressions / Rutting

0.11 1.04%0.11Emergency Supplies & Equipment

0.11 1.04%0.11Flood Preparedness & Training

Supplemental

0.37 3.49%0.372015 USACE Erosion Survey, DRAFT

0.11DWR UCIP Field Study

DWR UCIP LMA Responsibility

15.97 150.73%8.33 1.91 0.12 0.05LMA Totals: 0.00 0.00

Overall UnitRating

U

Total UnitMiles

5.58Design & System

Obsolescence

Unit No. 01 Lindsey Slough RB

RD0536

Rated ItemM Miles M + 4U Miles Threshold %U Miles M Miles U Miles

Enforcement

M Miles U Miles


Earthen Levee

6.96 124.66%1.74Vegetation

0.02 0.36%0.02Trim / Thin Trees

0.01 0.01Encroachments

0.08 1.43%0.02Cracking


Supplemental

0.37 6.63%0.372015 USACE Erosion Survey, DRAFT


DWR UCIP LMA Responsibility

8.97 160.66%1.85 1.78 0.08 0.01Unit Totals: 0.00 0.00

Overall UnitRating

U

Total UnitMiles

5.01Design & System

Obsolescence

Unit No. 02 Yolo Bypass RB

RD0536

Rated ItemM Miles M + 4U Miles Threshold %U Miles M Miles U Miles

Enforcement

M Miles U Miles


Earthen Levee

4.91 97.97%4.91Vegetation

0.04Encroachments


Supplemental


6.79 135.48%6.27 0.13 0.04 0.04Unit Totals: 0.00 0.00

Wednesday, January 03, 2018 09:43 Page 1 of 1



RD0536

LMA District Cover Sheet

Fall 2017 Levee Inspection Results


Non-receipt of Summer or Winter Inspection Reports may effect overall annual rating.

Overall LMA Rating (Fall Only)

Comments

Overall maintenance ratings are not determined for the spring inspection results. Individual maintenance deficiencies are rated using the same criteria in the spring and in the fall.

SPRING INSPECTIONS:

FALL INSPECTIONS: The overall maintenance rating shown above is based on operation and maintenance deficiencies identified within the attached unit inspection reports. This rating is not intended to be an indiction of risk.

U

Summer Winter(September - November)

Spring Fall(June - August) (December - February)(March - May)

** **

†

†

**

Wednesday, January 03, 2018 09:43



RD0536

Unit Cover Sheet



Waterway

Unit No. 01 Lindsey Slough

Bank

Right

Unit Miles

5.58

Summer Winter

Date of Inspection

(September - November)

9/29/2017 - 9/29/2017

Unit Maintenance Rating (Fall Only)

SpringFall(June - August) (December - February)(March - May)

U

4/11/2017 - 4/11/2017

DWR Inspector Keith MillardHerman Phillips

Accompanied By David Hearn

If the LMA is unable to submit information on this webpage, please contact DWR for assistance.

The Local Maintaining Agency (LMA) is responsible for summer and winter inspections. The LMA is required to submit a report regarding summer and winter inspections to the California Department of Water Resources (DWR).

DWR must be informed on the: a) completion of the inspection b) any changes other than the results of normal maintenance c) corrections to deficiencies noted in this report

If additional items are noted, further documentation of those items must also be submitted.

The LMA should submit this information to DWR using the LMA web application tool available at:

http://cdec.water.ca.gov/lma.html

The LMA should submit the information and any associated documentation by September 30 for summer inspections and March 31 for winter inspections.

Summer & Winter Inspections




RD0536

Levee Inspection Report By Mile - Fall 2017

Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

No Photos

CategoryEarthen Levee

M

ItemFlood Preparedness & Training

Issue Type + Ma

° °

° °

38

DWR ID DWR_RD0536_01_s _ 2012_38

LM Start

LM End Location *

Rating **

GPS Latitude/Longitude

Start End

Issue No.

Comment Code

Inspector Comment

The District does not have a staff only land owners.

No Photos


A

ItemOperations & Maintenance Manuals

Issue Type + Ma

° °

° °

39

DWR ID DWR_RD0536_01_s _ 2012_39

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

District has copy of O+M manual as of 10/7/2017.

No Photos


M

ItemEmergency Supplies & Equipment

Issue Type + Ma

° °

° °

40

DWR ID DWR_RD0536_01_s _ 2012_40

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

The district should keep a supply of floodfight materials.

Page 1 of 29Wednesday, January 03, 2018 09:43 FINAL DATA

* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable

: Minimally Acceptable

: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En

: Not Inspected/Rated

: Corrected

: Acceptable but Monitor & Maintain

: Maintenance Deficiency

: Design & System Obsolescence

: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: two CMPs with flap gates. Concrete headwall supports the pipes. A 36" CMP (left) and 60" CMP (right).

Photo 1 of 3 : UCIP_FA_2017_50161_34457.jpg0.00

0.00

CategorySupplemental

U

ItemDWR UCIP LMA Responsibility

Issue Type + Ma

°38.244963 °38.244963

°-121.768960 °-121.768960

66

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:50161DS_ID:22712EP_NO: 10114Repair Type: UrgentCrossing Status: FoundUCIP Comments: 06/01/2016: Holes and heavy corrosion inside pipe on WS have gotten worse. Flapgates appear in good condition though vegetation blocks view of flapgate for 36-inch on WS. These pipes are still in use and necessary for drainage; pipes may be eligible for repair under DWR Deferred Maintanence Program. (K. Fazel - UCIP) 08/13/2013: - Holes in pipe outlet due to heavy corrosion. - Needs detailed investigation of the pipe. - Headwall cracked and tilted on WS. (P. Amatya - DWR)FIELD_STRUCT_DESC: 1 of 2: 60-inch corrugated metal drainage pipe through the levee, 10 feet below the crown. Flap gate on the waterside (WS) and headwall on the WS and landside (LS). Culverts run under the road to provide drainage from agricultural fields to Lindsey Slough. RD0536 president is David Hearn at [email protected]. (60-inch pipe [HLM 0.0] authorized under Automatic Board Order (ABO) issued as Permit No. 10114, 1974 - Patterson) [Additional Reference(s): DWR Levee Log, 1992. USACE Sacramento O&M Manual 106, May 1953 (Station 294+49)].FS Date: 6/1/2016

LS view: two inlet CMPs with flap gates. Concrete headwall supports the pipes. A 36" CMP (right) and 60" CMP (left).


0.00

U

Issue Type + Ma

66 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

LS view: holes & cracks on CM pipe due to heavy corrosion. Needs detailed investigation of the pipe.


0.00


U


Issue Type + Ma

°38.244963 °38.244963

°-121.768960 °-121.768960

66 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:50161DS_ID:22712EP_NO: 10114Repair Type: UrgentCrossing Status: FoundUCIP Comments: 06/01/2016: Holes and heavy corrosion inside pipe on WS have gotten worse. Flapgates appear in good condition though vegetation blocks view of flapgate for 36-inch on WS. These pipes are still in use and necessary for drainage; pipes may be eligible for repair under DWR Deferred Maintanence Program. (K. Fazel - UCIP) 08/13/2013: - Holes in pipe outlet due to heavy corrosion. - Needs detailed investigation of the pipe. - Headwall cracked and tilted on WS. (P. Amatya - DWR)FIELD_STRUCT_DESC: 1 of 2: 60-inch corrugated metal drainage pipe through the levee, 10 feet below the crown. Flap gate on the waterside (WS) and headwall on the WS and landside (LS). Culverts run under the road to provide drainage from agricultural fields to Lindsey Slough. RD0536 president is David Hearn at [email protected]. (60-inch pipe [HLM 0.0] authorized under Automatic Board Order (ABO) issued as Permit No. 10114, 1974 - Patterson) [Additional Reference(s): DWR Levee Log, 1992. USACE Sacramento O&M Manual 106, May 1953 (Station 294+49)].FS Date: 6/1/2016


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: concrete headwall, flap gates on 36" CMP (left) and 60" CMP (right)


0.00


U


Issue Type + Ma

°38.244959 °38.244959

°-121.768921 °-121.768921

67

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:50160DS_ID:22726EP_NO: 10114Repair Type: UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 Pipe is not abandoned. Though neglected, it is still functional and a needed system feature. Pipe is severly corroded with holes in it, which are visible on LS. Vegetation blocks view of flapgate on WS. Pipes may be eligible for repair under DWR Deferred Maintanence Program. (K. Fazel - UCIP) 08/13/2013 This pipe seems to be abandoned. Headwall cracked and tilted on WS. (P. Amatya)FIELD_STRUCT_DESC: 2 of 2: 36-inch corrugated metal drainage pipe through levee, 10 feet below the crown. Flap gate on the waterside (WS) and headwall on the WS and landside (LS). Culverts run under the road to provide drainage from agricultural fields (via LS ditch) to Lindsey Slough. RD0536 president is David Hearn at [email protected]. (36-inch pipe [HLM 0.0] authorized under Automatic Board Order (ABO) issued as Permit No. 10114, 1974 - Patterson). [Additional Reference(s): DWR Levee Log, 1992. USACE Sacramento O&M manual 106, May 1953 (Station 294+49)].FS Date: 6/1/2016

WS view: cracked and tilted concrete headwall.


0.00

U

Issue Type + Ma

67 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

LS view: concrete headwall, 36" CMP (right) and 60" CMP (left)


0.00


U


Issue Type + Ma

°38.244959 °38.244959

°-121.768921 °-121.768921

67 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:50160DS_ID:22726EP_NO: 10114Repair Type: UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 Pipe is not abandoned. Though neglected, it is still functional and a needed system feature. Pipe is severly corroded with holes in it, which are visible on LS. Vegetation blocks view of flapgate on WS. Pipes may be eligible for repair under DWR Deferred Maintanence Program. (K. Fazel - UCIP) 08/13/2013 This pipe seems to be abandoned. Headwall cracked and tilted on WS. (P. Amatya)FIELD_STRUCT_DESC: 2 of 2: 36-inch corrugated metal drainage pipe through levee, 10 feet below the crown. Flap gate on the waterside (WS) and headwall on the WS and landside (LS). Culverts run under the road to provide drainage from agricultural fields (via LS ditch) to Lindsey Slough. RD0536 president is David Hearn at [email protected]. (36-inch pipe [HLM 0.0] authorized under Automatic Board Order (ABO) issued as Permit No. 10114, 1974 - Patterson). [Additional Reference(s): DWR Levee Log, 1992. USACE Sacramento O&M manual 106, May 1953 (Station 294+49)].FS Date: 6/1/2016

No Photos

0.04

0.55


M

CR

ItemCrown Surface / Depressions / Rutting

Issue Type + Ma

°38.244963 °38.248155

°-121.768170 °-121.761013

21

DWR ID DWR_RD0536_01_s _ 2017_21

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

C2 : Repair depressions or ruts in the crown or slope.

Inspector Comment


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

No Photos

0.25

0.25


C

WS

ItemEncroachments

Issue Type + Ma

°38.245463 °38.245463

°-121.764528 °-121.764528

22

DWR ID DWR_RD0536_01_s _ 2014_22

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

PR : Prunings

Inspector Comment

Remove the tree branches from the waterside slope.

WS view: overview of exposed CM pipe on levee slope.


0.31


A/W


Issue Type + Ma

°38.245605 °38.245605

°-121.763441 °-121.763441

68

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49313DS_ID:22713EP_NO: 10114Repair Type: No Action NeededCrossing Status: FoundUCIP Comments: 06/01/2016 Debris cleared and flapgate is no longer blocked. 08/13/2013 Outlet was blocked by concrete debri and dirt. Needs cleaning of debri.FIELD_STRUCT_DESC: 24-inch corrugated metal drainage pipe through the levee, 10.5 feet the below crown. Flap gate on the waterside (WS). This crossing is also used for irrigation. 1-inch polyvinyl chloride (PVC) pipe sleeved through 24-inch pipe visible through the landside (LS) end. According to David Hearn, district president, the PVC pipe does not connect all the way through. Present (as of 2016) landowner is Solano Land Trust and the pipe runs through the Jepson Prairie Reserve managed by University of California, Davis. (24-inch pipe [HLM 0.31] authorized under Automatic Board Order (ABO) issued as Permit No. 10114, 1974 - Patterson) [Additional Reference(s): DWR Levee Log, 1992. USACE Sacramento O&M Manual 106, May 1953 (Station 274+00)]. O&M Manual lists two headwalls with this crossing, both of which were not found in 2013 or 2016 (though concrete debris found on WS slope).FS Date: 6/1/2016


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: CM pipe blocked by concrete debri on levee slope.


0.31


A/W


Issue Type + Ma

°38.245605 °38.245605

°-121.763441 °-121.763441

68 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49313DS_ID:22713EP_NO: 10114Repair Type: No Action NeededCrossing Status: FoundUCIP Comments: 06/01/2016 Debris cleared and flapgate is no longer blocked. 08/13/2013 Outlet was blocked by concrete debri and dirt. Needs cleaning of debri.FIELD_STRUCT_DESC: 24-inch corrugated metal drainage pipe through the levee, 10.5 feet the below crown. Flap gate on the waterside (WS). This crossing is also used for irrigation. 1-inch polyvinyl chloride (PVC) pipe sleeved through 24-inch pipe visible through the landside (LS) end. According to David Hearn, district president, the PVC pipe does not connect all the way through. Present (as of 2016) landowner is Solano Land Trust and the pipe runs through the Jepson Prairie Reserve managed by University of California, Davis. (24-inch pipe [HLM 0.31] authorized under Automatic Board Order (ABO) issued as Permit No. 10114, 1974 - Patterson) [Additional Reference(s): DWR Levee Log, 1992. USACE Sacramento O&M Manual 106, May 1953 (Station 274+00)]. O&M Manual lists two headwalls with this crossing, both of which were not found in 2013 or 2016 (though concrete debris found on WS slope).FS Date: 6/1/2016

LS view: open CM pipe end on levee slope.


0.31

A/W

Issue Type + Ma

68 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

No Photos

0.62

5.57


C

CR

ItemVegetation

Issue Type + Ma

°38.248967 °38.245588

°-121.760385 °-121.697610

23

DWR ID DWR_RD0536_01_s _ 2017_23

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

V9 : Keep the crown roadway free of vegetation.

Inspector Comment

Keep the crown roadway free of vegetation.

No Photos

0.67

0.98


M

WS

Item2015 USACE Erosion Survey, DRAFT

Issue Type + Ma

°38.249615 °38.253717

°-121.760165 °-121.757979

3

DWR ID DWR_RD0536_01_f _ 2016_3

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

2011 - Multiple sections of slumping bank. 2015: Site is part of the extended inventory, last inspected 2011. [2015 Site ID: LDS_0-6_R]


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: slide gate, concrete headwall in the channel. Pipe submerged into water.


1.10


A/W


Issue Type + Ma

°38.255412 °38.255412

°-121.757605 °-121.757605

69

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20444DS_ID:22715EP_NO: 10115Repair Type: No Action NeededCrossing Status: FoundUCIP Comments: Pipe was submerged into water and not visible.Steel bar fence on both sides of the levee.FIELD_STRUCT_DESC: 42-inch corrugated metal pipe through levee 22.5 feet below crown. Screw gate on waterward end (42-inch pipe [HLM 1.10] authorized under Automatic Board Order (ABO) issued as Permit No. 10115, 1974 - Petersen Estate Co. c/o R. Moss). Originally included in the 1953 O&M manual, Sac 106, May 1953.FS Date: 8/13/2013

LS view: concrete headwall in the channel/irrigation ditch. Pipe submerged into water.


1.10

A/W

Issue Type + Ma

69 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

No Photos

1.35

1.55


M

CR


Issue Type + Ma

°38.258930 °38.258637

°-121.757085 °-121.753397

47

DWR ID DWR_RD0536_01_f _ 2014_47

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

C1 : Add appropriate material and re-grade the levee to bring the crown above the design elevation.

Inspector Comment

Add appropriate gravel to the crown roadway.

09/29/2017: Weeds on land side obstructing view and access should be removed.

Photo 1 of 1 : FA_2017_RD0536_208_17_20171002_00058.jpg1.82

3.34


U

LS

ItemVegetation

Issue Type + Ma

°38.259806 °38.256832

°-121.749173 °-121.727326

17

DWR ID DWR_RD0536_01_f _ 2017_17

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

V2 : Remove the wild growth other than native grasses from the levee slopes.

Inspector Comment

Weeds on land side obstructing view and access.

RD 536 Unit 1 looking downstream from 2.69 to levee mile 2.71.

Photo 1 of 4 : FA_2017_RD0536_208_56_20170929_00005.jpg2.69

2.71


U

CR


Issue Type + Ma

°38.255197 °38.254973

°-121.737932 °-121.737577

56

DWR ID DWR_RD0536_01_f _ 2014_56

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code


Inspector Comment

District need to monitor the levee crown roadway at this location. There are some issues here.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

RD 536 Unit 1 levee mile 2.69 another angle of the subsidence.

Photo 2 of 4 : FA_2017_RD0536_208_56_20170929_00006.jpg2.69

2.71


U

CR


Issue Type + Ma

°38.255197 °38.254973

°-121.737932 °-121.737577

56 (cont)

DWR ID DWR_RD0536_01_f _ 2014_56

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code


Inspector Comment

District need to monitor the levee crown roadway at this location. There are some issues here.

RD 536 Unit 1 levee mile 2.69-2.71 there is a settling issue going on here at this levee site.

Photo 3 of 4 : FA_2017_RD0536_208_56_20170929_00007.jpg2.69

2.71

U

CRIssue Type + Ma

56 (cont)LM Start

LM End Location *

Rating ** Issue No.

RD 536 Unit 1 looking downstream from levee mile 2.69 to 2.71.

Photo 4 of 4 : FA_2017_RD0536_208_56_20170929_00008.jpg2.69

2.71

U

CRIssue Type + Ma

56 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

No Photos

2.74

2.74


M

WS

ItemTrim / Thin Trees

Issue Type + Ma

°38.254927 °38.254927

°-121.737139 °-121.737138

62

DWR ID DWR_RD0536_01_s _ 2014_62

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

T3 : Trim and thin trees to allow visibility of the ground and room to flood fight.

Inspector Comment

No Photos

2.95

2.95


M

WS

ItemTrim / Thin Trees

Issue Type + Ma

°38.256098 °38.256098

°-121.733720 °-121.733720

63

DWR ID DWR_RD0536_01_s _ 2014_63

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

T3 : Trim and thin trees to allow visibility of the ground and room to flood fight.

Inspector Comment

Spray the wild roses from the waterside slope.

09/29/2017: Cracks in crown.

Photo 1 of 1 : FA_2017_RD0536_208_18_20171002_00059.jpg2.95

2.95


U

CR

ItemCracking

Issue Type + Ma

°38.256047 °38.256047

°-121.733728 °-121.733728

18

DWR ID DWR_RD0536_01_f _ 2017_18

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

CR1 : Monitor and have inspected by geotechnical engineer.

Inspector Comment

Cracks in and along crown. Possible indicator of land side slumping. Cracks up to 6 inches wide and 2 feet deep.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

09/29/2017: Cracks in crown indicating possible land side slumping.

Photo 1 of 2 : FA_2017_RD0536_208_19_20171002_00060.jpg2.99

3.00


U

LS

ItemCracking

Issue Type + Ma

°38.255581 °38.255562

°-121.733117 °-121.733085

19

DWR ID DWR_RD0536_01_f _ 2017_19

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

CR2 : Schedule repair of subsidence prior to the next inspection.

Inspector Comment

Cracking on crown indicating slumping on land side. Crack width up to 8 inches, vertical drop on land side 3 to 5 inches, depth up to 2 feet.

09/29/2017: Cracks in crown showing vertical offset with land side lower than most of crown.

Photo 2 of 2 : FA_2017_RD0536_208_19_20171002_00061.jpg2.99

3.00

U

LSIssue Type + Ma

19 (cont)LM Start

LM End Location *

Rating ** Issue No.

No Photos

3.12

3.12


M

WS

ItemEncroachments

Issue Type + En

°38.255575 °38.255575

°-121.730895 °-121.730895

24

DWR ID DWR_RD0536_01_f _ 2016_24

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

TR : Tree or limb

Inspector Comment

Remove the walnut tree from the slope waterside overhanging the crown roadway.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

09/29/2017: Land side of levee lower than most of crown. May inhibit access, and may indicate possible land side slumping.

Photo 1 of 1 : FA_2017_RD0536_208_20_20171002_00062.jpg3.43

3.43


M

CR


Issue Type + Ma

°38.255815 °38.255815

°-121.726158 °-121.726158

20

DWR ID DWR_RD0536_01_f _ 2017_20

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

C1 : Add appropriate material and re-grade the levee to bring the crown above the design elevation.

Inspector Comment

Land side crown lower than water side crown. Length 50 feet. Abrupt drop in crown grade may be scarp. No cracks visible. May be slump. Should be observed by geotech and monitored during high water.

WS view: exposed 18" steel pipe on levee slope.


3.69


M

ItemDWR UCIP Field Study

Issue Type + En

°38.252388 °38.252388

°-121.726437 °-121.726437

70

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49314DS_ID:24023EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 Could not see flapgate in water. Pipes still in use. No cover over pressure relief valve on WS slope. 08/13/2013: - Field discovered pipe. - Needs more information from the LMA/ DWR Inspector. - Dense vegetation on WS. - Pump feeds both pipes.FIELD_STRUCT_DESC: 1 of 2: 18-inch steel drainage pipe through the levee, approximately 4 feet below the crown. Pump (called the "Buddha pump") in pump house on the landside (LS) at the drainage ditch. Pressure breaker on the waterside (WS) slope. Pump and pipes are used by the district (per district president David Hearn) but could not identify permit information. Landowner is Dan Hearn per Solano County Assessor's Office (Parcel No. 0042-180-220).FS Date: 6/1/2016


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: pressure breaker/valve on levee slope.


3.69


M


Issue Type + En

°38.252388 °38.252388

°-121.726437 °-121.726437

70 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49314DS_ID:24023EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 Could not see flapgate in water. Pipes still in use. No cover over pressure relief valve on WS slope. 08/13/2013: - Field discovered pipe. - Needs more information from the LMA/ DWR Inspector. - Dense vegetation on WS. - Pump feeds both pipes.FIELD_STRUCT_DESC: 1 of 2: 18-inch steel drainage pipe through the levee, approximately 4 feet below the crown. Pump (called the "Buddha pump") in pump house on the landside (LS) at the drainage ditch. Pressure breaker on the waterside (WS) slope. Pump and pipes are used by the district (per district president David Hearn) but could not identify permit information. Landowner is Dan Hearn per Solano County Assessor's Office (Parcel No. 0042-180-220).FS Date: 6/1/2016

WS view: exposed 18" steel pipe (left) and 16" steel pipe (right) on levee slope. Pump house on bank of drainage ditch.


3.69

M

Issue Type + En

70 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

RD 536 Unit 1 looking downstream from levee mile 3.71-4.37 waterside slope.

Photo 1 of 1 : FA_2017_RD0536_208_29_20170929_00003.jpg3.71

4.37


A/W

WS

ItemVegetation

Issue Type + Ma

°38.252083 °38.248578

°-121.726333 °-121.716085

29

DWR ID DWR_RD0536_01_s _ 2017_29

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code


Inspector Comment

No Photos

3.78

4.70


C

LS

ItemVegetation

Issue Type + Ma

°38.251197 °38.247307

°-121.725697 °-121.711675

30

DWR ID DWR_RD0536_01_s _ 2017_30

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code


Inspector Comment

Remove the wild vegetation on the landside slope.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: CMP riser with slide gate on levee slope. Water channel on background.


3.92


A/W


Issue Type + Ma

°38.250781 °38.250781

°-121.723272 °-121.723272

71

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20503DS_ID:22718EP_NO: 10116Repair Type: No Action NeededCrossing Status: FoundUCIP Comments: Vortex seen on WS. Water flow seen on LS. Saddle, apron, and headwall not visible. Inlet and outlet pipe-ends are submerged into water.FIELD_STRUCT_DESC: 54-inch corrugated metal drainpipe through levee 30.0 feet below crown. Screw gate in pipe riser on waterward slope (54-inch pipe [HLM 3.92] authorized under Automatic Board Order (ABO) 10116, 1974 - Marion Sanchez Farms). Saddle, apron, headwall, 2 corrugated metal cut-off walls, 1 no. 101 gate and 1 no. 102 gate. Originally included in the 1953 O&M manual, Sac 106, May 1953.FS Date: 8/13/2013

WS view: closer view of slide gate in CMP riser on levee slope.


3.92

A/W

Issue Type + Ma

71 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: closer view of slide gate in CMP riser on levee slope. Air vent attached to the wall of CMP (left).


3.92


A/W


Issue Type + Ma

°38.250781 °38.250781

°-121.723272 °-121.723272

71 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20503DS_ID:22718EP_NO: 10116Repair Type: No Action NeededCrossing Status: FoundUCIP Comments: Vortex seen on WS. Water flow seen on LS. Saddle, apron, and headwall not visible. Inlet and outlet pipe-ends are submerged into water.FIELD_STRUCT_DESC: 54-inch corrugated metal drainpipe through levee 30.0 feet below crown. Screw gate in pipe riser on waterward slope (54-inch pipe [HLM 3.92] authorized under Automatic Board Order (ABO) 10116, 1974 - Marion Sanchez Farms). Saddle, apron, headwall, 2 corrugated metal cut-off walls, 1 no. 101 gate and 1 no. 102 gate. Originally included in the 1953 O&M manual, Sac 106, May 1953.FS Date: 8/13/2013


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: exposed steel pipe with siphon breaker on levee slope.


3.95


M


Issue Type + En

°38.250693 °38.250693

°-121.722759 °-121.722759

72

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49317DS_ID:22719EP_NO: 2131Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 New pump recently installed. Flapgate not visible though not required under condition of Permit No. 2131. No positive closure device found, which, if missing, is a violation of Condition 8 of Permit No. 2131. Need a name change permit for new owner RD0536. Siphon breaker missing cover. 08/13/2013 Pump is missing at the time of inspection. May be taken out for repair. Flap gate on waterward end not found/visible as pipe was submerged into water. Pipe itself is a walkway with steel handrail.FIELD_STRUCT_DESC: 20-inch drainage pipe through the levee, 1.5 feet below the crown. Pump (replaced recently) on steel platform in drain ditch on landside (LS) toe. Siphon breaker on waterside (WS) slope exposed on both slopes (only found on WS in 2016). Walkway over pipe on LS leads to pump platform. Pipe and pump is now used by the district, per district president David Hearn. (Permit No. 2131, 1955 - California Packing Corporation).FS Date: 6/1/2016

WS view: steel pipe submerged into water in the stream.


3.95

M

Issue Type + En

72 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

LS view: exposed steel pipe on levee slope and pump deck in drainage ditch.


3.95


M


Issue Type + En

°38.250693 °38.250693

°-121.722759 °-121.722759

72 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49317DS_ID:22719EP_NO: 2131Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 New pump recently installed. Flapgate not visible though not required under condition of Permit No. 2131. No positive closure device found, which, if missing, is a violation of Condition 8 of Permit No. 2131. Need a name change permit for new owner RD0536. Siphon breaker missing cover. 08/13/2013 Pump is missing at the time of inspection. May be taken out for repair. Flap gate on waterward end not found/visible as pipe was submerged into water. Pipe itself is a walkway with steel handrail.FIELD_STRUCT_DESC: 20-inch drainage pipe through the levee, 1.5 feet below the crown. Pump (replaced recently) on steel platform in drain ditch on landside (LS) toe. Siphon breaker on waterside (WS) slope exposed on both slopes (only found on WS in 2016). Walkway over pipe on LS leads to pump platform. Pipe and pump is now used by the district, per district president David Hearn. (Permit No. 2131, 1955 - California Packing Corporation).FS Date: 6/1/2016

No Photos

4.08

4.10


C

CR


Issue Type + Ma

°38.250298 °38.250328

°-121.720523 °-121.720010

31

DWR ID DWR_RD0536_01_s _ 2017_31

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code


Inspector Comment


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

No Photos

4.83

5.57


M

CR


Issue Type + Ma

°38.245813 °38.245588

°-121.710307 °-121.697605

35

DWR ID DWR_RD0536_01_s _ 2017_35

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code


Inspector Comment

No Photos

4.94

4.95


M

WS


Issue Type + Ma

°38.245581 °38.245667

°-121.708605 °-121.708327

4

DWR ID DWR_RD0536_01_f _ 2016_4

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

2011 - Multiple erosion pockets from tree popouts. A smaller erosion pocket in the middle of a failing bank repair. Pump structure at the downstream end may be contributing to the erosion. 2015: Site is part of the extended inventory, last inspected 2011. [2015 Site ID: LDS_0-8_R]


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: pump, pipe, gate valve, and wooden piling structure in the stream.


4.96


M


Issue Type + En

°38.245643 °38.245643

°-121.708162 °-121.708162

73

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49318DS_ID:22720EP_NO: 10116Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 Pipe is an abandoned crossing per conversation with district president David Hearn. Pipe seems to be abandoned. Catwalk and pumphouse on riverside not found. It is not clear whether the pipe pass through the levee or not. Needs more info from LMA/DWR Inspector.FIELD_STRUCT_DESC: 3-inch B.I. galvanized pipe through levee 4.0 feet below crown. Concrete cradle and tank on waterward slope (ABO No.10116, 1975). Catwalk and pump house on riverside. Originally included in the 1953 O&M manual, Sac 106, May 1953.FS Date: 8/13/2013

WS view: exposed pipes on levee shoulder.


4.96

M

Issue Type + En

73 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: concrete cradle and abandoned steel tank on levee shoulder.


4.96


M


Issue Type + En

°38.245643 °38.245643

°-121.708162 °-121.708162

73 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49318DS_ID:22720EP_NO: 10116Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 Pipe is an abandoned crossing per conversation with district president David Hearn. Pipe seems to be abandoned. Catwalk and pumphouse on riverside not found. It is not clear whether the pipe pass through the levee or not. Needs more info from LMA/DWR Inspector.FIELD_STRUCT_DESC: 3-inch B.I. galvanized pipe through levee 4.0 feet below crown. Concrete cradle and tank on waterward slope (ABO No.10116, 1975). Catwalk and pump house on riverside. Originally included in the 1953 O&M manual, Sac 106, May 1953.FS Date: 8/13/2013

No Photos

5.00

5.05


M

WS


Issue Type + Ma

°38.245981 °38.246326

°-121.707609 °-121.706737

6

DWR ID DWR_RD0536_01_f _ 2016_6

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

2011 - Levee toe is unraveling with large slumping sections. This site is downstream of old bank rock. 2012 - Erosion pocket has increased in size. 2015: Site is part of the extended inventory, last inspected 2011. [2015 Site ID: LDS_0-7_R]


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: pipe and pump on channel bank.


5.10


M


Issue Type + En

°38.245783 °38.245783

°-121.705999 °-121.705999

74

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:49319DS_ID:24664EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: 06/01/2016 According to district president David Hearn, landowner is Silva and crossing is abandoned. 08/13/2013: Field discovered pipe crossing. Needs more information from LMA/DWR Inspector. Also needs more detailed inspection.FIELD_STRUCT_DESC: Approximately 6-inch steel pipe and an electric conduit through levee. A slant pump in steel support on channel bank. Gate valve on the pipe. No pipes and appurtenances on landside. Field discovered pipe crossing.FS Date: 8/13/2013

WS view: closer view of pipe and pump on channel bank.


5.10

M

Issue Type + En

74 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: abandoned pipe, pump, conduit, and gate valve on levee slope.


5.10


M


Issue Type + En

°38.245783 °38.245783

°-121.705999 °-121.705999

75

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20543DS_ID:22721EP_NO: 3873Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: Pipe seems to be abandoned. Needs proper abandonment.FIELD_STRUCT_DESC: 6-inch pipe through levee 2. 0 feet below crown. Pump on concrete base on waterward slope. Gate valve on waterward slope. (Permit No.3873, 1962).FS Date: 8/13/2013

WS view: closer view of abandoned pipe, pump, and gate valve on levee slope.


5.10

M

Issue Type + En

75 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: overview of levee slope, concrete pad, and pipe.


5.12


M


Issue Type + En

°38.245588 °38.245588

°-121.705723 °-121.705723

76

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20544DS_ID:24024EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: - field discovered pipe. - seems abandoned pipe. Needs proper abandonment.FIELD_STRUCT_DESC: *ABANDONED* 6-inch galvanized iron pipe on top of concrete pad and through levee. Details not available.FS Date: 8/13/2013

WS view: abandoned steel pipe on concrete pad.


5.12

M

Issue Type + En

76 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

RD 536 Unit 1 levee mile 5.17-5.39.

Photo 1 of 1 : FA_2017_RD0536_208_65_20170929_00009.jpg5.17

5.39


U

LS

ItemVegetation

Issue Type + Ma

°38.245300 °38.245742

°-121.704909 °-121.700893

65

DWR ID DWR_RD0536_01_s _ 2014_65

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

V7 : Trees / Woody Vegetation

Inspector Comment

These young oak trees need to be removed from the landward slope and shoulder before they get any larger.

This gate rest and gate on the landside of the levee shoulder.

Photo 1 of 2 : FA_2017_RD0536_208_11_20170929_00001.jpg5.34

5.34


U

CR

ItemEncroachments

Issue Type + En

°38.245644 °38.245644

°-121.701945 °-121.701945

11

DWR ID DWR_RD0536_01_s _ 2013_11

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

FE : Fence

Inspector Comment

The District said that the property owner had this gate and barricade installed by the County.

RD 536 Unit 1 levee mile 5.34 waterside shoulder. No change. 4-17.

Photo 2 of 2 : FA_2017_RD0536_208_11_20170929_00002.jpg5.34

5.34

U

CRIssue Type + En

11 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: wooden & steel piles on the slough. Probably the supports are for pipe and flap gate. Not accessible due to fence.


5.49


M


Issue Type + En

°38.245512 °38.245512

°-121.699119 °-121.699119

77

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20563DS_ID:22722EP_NO: 7208Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: - siphon breaker needs cover/protection. - service pole on landside of the levee.FIELD_STRUCT_DESC: 30-inch steel drain pipe through levee 5.7 feet below crown. Pump in piling structure in drain ditch on landward side. Siphon breaker on waterward shoulder. (Permit No. 7208, 1971)FS Date: 8/13/2013

WS view: uncovered siphon breaker on levee shoulder. It needs protection.


5.49

M

Issue Type + En

77 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.58

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

LS view: pipe under the wooden walkway and pump on wooden platform in drain ditch.


5.49


M


Issue Type + En

°38.245512 °38.245512

°-121.699119 °-121.699119

77 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20563DS_ID:22722EP_NO: 7208Repair Type: Non-UrgentCrossing Status: FoundUCIP Comments: - siphon breaker needs cover/protection. - service pole on landside of the levee.FIELD_STRUCT_DESC: 30-inch steel drain pipe through levee 5.7 feet below crown. Pump in piling structure in drain ditch on landward side. Siphon breaker on waterward shoulder. (Permit No. 7208, 1971)FS Date: 8/13/2013


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536

Unit Cover Sheet



Waterway

Unit No. 02 Yolo Bypass

Bank

Right

Unit Miles

5.01

Summer Winter

Date of Inspection

(September - November)

9/29/2017 - 9/29/2017

Unit Maintenance Rating (Fall Only)

SpringFall(June - August) (December - February)(March - May)

U

4/11/2017 - 4/11/2017

DWR Inspector Keith MillardHerman Phillips

Accompanied By David Hearn

If the LMA is unable to submit information on this webpage, please contact DWR for assistance.

The Local Maintaining Agency (LMA) is responsible for summer and winter inspections. The LMA is required to submit a report regarding summer and winter inspections to the California Department of Water Resources (DWR).

DWR must be informed on the: a) completion of the inspection b) any changes other than the results of normal maintenance c) corrections to deficiencies noted in this report

If additional items are noted, further documentation of those items must also be submitted.

The LMA should submit this information to DWR using the LMA web application tool available at:

http://cdec.water.ca.gov/lma.html

The LMA should submit the information and any associated documentation by September 30 for summer inspections and March 31 for winter inspections.

Summer & Winter Inspections




RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

RD 536 Unit 2 levee mile 0.09 landside toe.

Photo 1 of 1 : FA_2017_RD0536_209_5_20170929_00001.jpg0.09

0.13


U

LS

ItemEncroachments

Issue Type + En

°38.244240 °38.243709

°-121.696830 °-121.696934

5

DWR ID DWR_RD0536_02_s _ 2012_5

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

EQ : Equipment

Inspector Comment

Remove the equipment from the landside easement levee miles 0.09-0.13.

RD 536 Unit 2 levee mile 0.10-4.99.

Photo 1 of 1 : FA_2017_RD0536_209_10_20170929_00002.jpg0.10

5.01


M

CR

ItemVegetation

Issue Type + Ma

°38.244083 °38.198750

°-121.696923 °-121.710381

10

DWR ID DWR_RD0536_02_s _ 2017_10

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

V9 : Keep the crown roadway free of vegetation.

Inspector Comment

Keep the crown roadway free of vegetation.

09/29/2017: Ruts in crown need grading and gravel.

Photo 1 of 1 : FA_2017_RD0536_209_6_20171002_00013.jpg0.16

0.29


U

CR


Issue Type + Ma

°38.243263 °38.241418

°-121.696988 °-121.697347

6

DWR ID DWR_RD0536_02_f _ 2017_6

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

C3 : Add appropriate gravel or road base. Grade and compact.

Inspector Comment

Surface rutting. Needs grading.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

09/29/2017: Crown has sufficient gravel.

Photo 1 of 1 : FA_2017_RD0536_209_16_20171002_00014.jpg0.84

2.20


M

CR


Issue Type + Ma

°38.233467 °38.214050

°-121.698007 °-121.693725

16

DWR ID DWR_RD0536_02_f _ 2012_16

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

C3 : Add appropriate gravel or road base. Grade and compact.

Inspector Comment

Crown need more gravel.

WS view: overview of levee slope and gasline indicator. The indicator is different than standard indicators.


1.47


M


Issue Type + En

°38.224423 °38.224423

°-121.697049 °-121.697049

17

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20664DS_ID:22732EP_NO: 17829Repair Type: Non-UrgentCrossing Status: Indicator FoundUCIP Comments: Indicator is found only on WS. The indicator is different than standard indicator. Needs more info from LMA/DWR Inspector.FIELD_STRUCT_DESC: 3.5-inch welded steel natural gas pipe through levee 44.0 feet below crown (Permit No. 17829, 2004).FS Date: 8/13/2013


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: closer look at gasline indicator. The indicator is different than standard indicators.


1.47


M


Issue Type + En

°38.224423 °38.224423

°-121.697049 °-121.697049

17 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20664DS_ID:22732EP_NO: 17829Repair Type: Non-UrgentCrossing Status: Indicator FoundUCIP Comments: Indicator is found only on WS. The indicator is different than standard indicator. Needs more info from LMA/DWR Inspector.FIELD_STRUCT_DESC: 3.5-inch welded steel natural gas pipe through levee 44.0 feet below crown (Permit No. 17829, 2004).FS Date: 8/13/2013

WS view: natural gas extraction plant near levee on the field.


1.47

M

Issue Type + En

17 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: overview of pipe and pump (left). Big pump and appurtenances (right) for 24" steel pipe.


2.50


M


Issue Type + En

°38.210063 °38.210063

°-121.691768 °-121.691768

18

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:20647DS_ID:24025EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: Needs more info from LMA/DWR Inspector. Pump and pipe looks new.FIELD_STRUCT_DESC: A 12-inch steel pipe with vertical pump on drainage ditch. No other details available.FS Date: 8/13/2013

WS view: closer view of pipe and pump (left). Big pump and appurtenances (right) for 24" steel pipe.


2.50

M

Issue Type + En

18 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: gasline indicator across the channel.


4.14


M


Issue Type + En

°38.195875 °38.195875

°-121.695177 °-121.695177

19

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:41845DS_ID:22731EP_NO: 1217Repair Type: Non-UrgentCrossing Status: Indicator FoundUCIP Comments: Gasline needs markers on both slopes. Existing markers in disrepair.FIELD_STRUCT_DESC: 8.625-inch gas line through levee at unknown elevation (Permit No. 1217, 1947).FS Date: 8/13/2013

LS view: gasline indicator on levee toe.


4.14

M

Issue Type + En

19 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: steel standpipe on levee slope.


4.36


M


Issue Type + En

°38.196429 °38.196429

°-121.698962 °-121.698962

20

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:46813DS_ID:22735EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: Recommend owner contact CVFPB to provide updated owner info and obtain necessary permit for this crossing.FIELD_STRUCT_DESC: 18-inch steel pipe on WS. Steel standpipe on both sides of the levee. Temporary canvas about 2" below crown. Per 2015 Inspection Report provided by Herman Phillips, diesel motor found on WS and owner is Mr. Page Baldwin.FS Date: 8/13/2013

LS view: steel standpipe on levee slope.


4.36

M

Issue Type + En

20 (cont)LM Start

LM End Location *

Rating ** Issue No.


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A



RD0536


Waterway


Bank

Right

Unit Miles

5.01

InspectionStart/End

09/29/201709/29/2017


Inspector

KeithMillard

WS view: steel pipe on levee shoulder at 2-inch below the crown.


4.36


M


Issue Type + En

°38.196429 °38.196429

°-121.698962 °-121.698962

20 (cont)

DWR ID

LM Start

LM End Location *

Rating **


Start End

Issue No.

Comment Code

Inspector Comment

FS_ID:46813DS_ID:22735EP_NO: N/ARepair Type: Non-UrgentCrossing Status: FoundUCIP Comments: Recommend owner contact CVFPB to provide updated owner info and obtain necessary permit for this crossing.FIELD_STRUCT_DESC: 18-inch steel pipe on WS. Steel standpipe on both sides of the levee. Temporary canvas about 2" below crown. Per 2015 Inspection Report provided by Herman Phillips, diesel motor found on WS and owner is Mr. Page Baldwin.FS Date: 8/13/2013


* Location

: Land Side

: Water Side

: Crown

LS

WS

CR

: Acceptable


: Unacceptable

A

M

U

** Rating

N

C

A/W

Ma

Ob

En


: Corrected




: Enforcement

+ Issue Type

: Not ApplicableN/A

Documents

Fall 2017 Levee Maintenance Deficiency Summary Reportcdec.water.ca.gov/reportapp/javareports?name=RD0536_Full_FA_2017.pdf · DWR UCIP Field Study 0.11 DWR UCIP LMA Responsibility